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9803 EDMONDS WAY.PDFi IIIIIIIIIIIIII11080i 9803 EDMONDS WAY AD TAX ACCOUNT/PARCEL NUMBER: =3 y?; 2 IO-i-�Oo BUILDING PERMIT (NEW STRUCTURE): lq$Di�32I COVENANTS (RECORDED) FOR: C�/4�1/F 0✓ D/�/�%✓-/SulGOW6 j¢ZC/�}7�ZO/Z�Q�j� CRITICAL AREAS:— 9z ' 12-4 DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DISCRETIONARY PERMIT #'S: ft� y q3' PC) DRAINAGE PLAN DATED: ` ?-q, so . cAy—s [ \ j2q �? '7 � may, PARKING AGREEMENTS DATED: / o—;7 PARKING / v ��Tr w�-0 EASEMENT(S) RECORDED FOR: 5WD Y -79db0St-1I t7 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: mill.w1mil-will, -- - - - v 0 4fifjv'?�� LID #: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: (D (D ! 12-4 GEOTECH REPORT DATED: S Z3 STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA OTHER: CW q?)'[2(,� ( Nb) RCM SU (2"AS) 1�04s,gCi'mecn LATEMP\DST's\Forms\,Street File Checklist.doc PLANNING DATA New Commercial / Multi -Family Projects =STREETFILE Name: P C /J C Aqm'- — aM Date: ( Z / e-1 16 Site Address: t $03 CC) (VlMJ Plan Check #: BLD - 200-7- 1 f Project Description: �-} (� a &K Use(s) Proposed: co cal" / Allowed Use: (YES / NO) � S CUP File Number: To Allow What Uses: --- Legal Nonconforming Land Use Determination Issued: (YES ICNO Reduced Site Plan Provided: / NO) Zoning: Map Page: D S Comp Pian Designation: (Ak S-�5 q e �rnihvn u nil Corner Lot.: -(!01 NO) Flag Lot: (YES I ! 1 �n ADB File Number (date waived): L� 2�-691 c p�p Lot Area: ! 7. "7 �Z Plans Match ADB Approved: (Y,ES,I-NO) .,.•..,;. ,, Shoreline Required: (YES NO CriticalAreas Det&minatiop #:,CAq-I ❑ Study Required CAq-1' SEPA Determination: �- Exempt ❑ Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake Ballinger. Requires: 1 Fee, 2 Environmental Checklist, and 3 APO List with notarized form)- /7Re, uired S tbacks Stree - Z� Side. 2-0 Side: fir. / ' 0'/ -e JL cr �` u Actual Setbacks-. -e k' I Street: �v Z S ' Side: Ze f Side: Iry 1O r Rear: N Z 3 Lot Coverage/FAR Required: 3 } �100� a Lot Coverage/FAR Provided: 6 /c(' cT 3 �� /( o Lot Coverage/FAR Calculations: ----- Buildin Height _9.:.:. .. Datum Point: Datum Elevation: 3 Z7, q Maximum Height: 3-'5-2 , j Actual Height: G�O�o(I �n Subdivision: V d (n f -- r Lot Aggregation Required: `Tj r2 Landscapin Landscaping Matches ADB Approved: .5 tdr ode_ Landscaping Bid Provided: (YES / NO) Bond Amount (100% Bid): Plan Review By: Alt: I vl��' rA Cd9S�J bPLANNING DATA STREET FILE New Commercial / Multi -Family Projects ,. Commercial Parking Ana/ sis Business Name Type/Use Parking Ratio Tenant Area Required Parkin CC- --Ed w roc : 3oo q,1604 IN %moa Lao -:S caw I tK 2 Bedrooms 1.81D.U. 3 + Bedrooms 2.0/D.U. Total Parking Required.• Total Parking Provided. Tota/ Parking Required.• Tota/ Parking Provided. - 10 S-WIS -.Fa ber�..,1ovAvt-fv a/low�eyn AS 7 2/20 �_la� Mu/ti-Fami! Parkin Ana/ sis # Bedrooms per Dwelling Unit Parking Ratio # Units Required Parkin Studio 1.2/D.U_ 1 Bedroom U. 2 Bedrooms 1.81D.U. 3 + Bedrooms 2.0/D.U. Total Parking Required.• Total Parking Provided. Old A((qp ILS�s � �C adc A— 317.s 5z6 A�5 3 27-L( - 32& 1 ----- (4-s (f row T: ►Z Plan Review By: et vl 9"r' S y Aov`t— no /e C/ 0"', Y BUILDING DIVISION :PERMIT " APPLICATION NAME (OR NAM[ OF BUSINESS) y F4 INC ADORES ' a -2-5a PA, O CITY 1 LOIS G 1,R kNAME U D 1 L -W, I, ADDRESS 1 zo TFI 1 n u E CITY NAME t - Q .j O ADDRESS 2 U U f < _ E CITY i t F D L STABTF LICENSE I � i f l � Lego: Description o I• I ! o� " 1 6 t i U i' o J' t < r O Id r : J 1. VSE wLR`7 i ZONE NUr.1BE11 H(1(�,� . ! Applit:ant Fill 1� Inside Heavy Lanes V JOB 11, ,} L \rte, �y/ AQDRt'SS CU DIV`i�IVD! `I"A1 LEGAL DESCRIPTION SVBJIVISION SHORT SUB NO. (_IF— �411i11. PUBLIC RIC— OI' 'WAY PEM OFFICIAL STREET MAP 1 TELEPHONE r.'-!HOER( 1 1�(:��- - /7P� � i00 MECHANICAL- g(, EXISTING I, o0 r I^ "Applicant, on behalfofhis or her spouse, heirs, assigns and r.OPOSED yT/ AREA DEFICIENCY OF MIGHT OF WAY " BY KSrr.11�� ?UBLIC IMPROVEMENTS REQUIRED ❑ OF -,TORICS ,'� '-t- M�Z URA IN AGE IMPROVEMENTS REQUIRED Q,EQV V ' 1 hereby ackneuledge that 1. have read this application; that the in- - TF-LEPHONE NUMBER DRAINAGE PLAN REQUIRED iaPW 1A6z3. UNDERGROUND WIRING REQUIRED 12 CONNECTION TO SANITARY SEWER THIS PEF,rAIT rzlating to Wor;cmer'sCornpensation Insurance. SEPTIC TANK PERMIT REO'D ❑ NO. -- ONLY THE ELEVATION OF PROPCRTY CORNERS ❑ dais; MOVEll IN BUILDINGS shall be completed in six months.) & FOOTINGS R£O'D -- DCPA RTM 2NT TELEPHONE NUMBER CITY OF /y �( zci E3v E D M O N D S CiTY LICENSE NUMBER SEE ENGINEERING MEMO DATED__ CHECKED B" ' I Any construction on the public domaln:(curb*, sidewalks, driveways, R !TtV (Sh O:•V Pelow or Atlach Four Copies) METtR SIZE I PUILOING SUPPLY SIZE 1:-;�,D 1 14 1 L"t,'� SIGN AREA ENV. REVIEW ADB NO. _� ALIAWED PROPOSED COMPLET EXEMPT AL�iJ -r1'W SHORELINE IC i� a REMARKS ?l p.D r3 App�oveD pc.A1 �S VARIANCE OR CU 1`I.AMNIN RE VIEYI BY DATE LOT COVER GE 4j i YARDS FRONT /�I SIDE 7o REAR may( I J j1��(I NCW GINE FIRE ZONE TYPE OF CONSTRUCTION COOEE% HEIGHT I 1 7 I V. rJ 'ADO [kR.S.-.-TIAL NON-RESIDENTIAL SIGN REJTA.-I-GAL DEMOLISHWAIRED EXCAVATE FEES O.OR FILL 1CHECKED RCPAIR swSHOULD INSP. POlNUMBER MECHANICAL- g(, • / ly `"j �IC3 I^ "Applicant, on behalfofhis or her spouse, heirs, assigns and INSPECTOR ❑ NOALTER N " successors in interest, agrees to indemnify, defend and hold harp _ss its employees, and AREA OCCUPANCY , GROUP ��. OCCUPANT LOAD BY KSrr.11�� THIS SITE IS LOCATED IN YHE CITY OF EDMONDS..LOCAL SALES TAX BE CODED 31.114. + ' G OF -,TORICS ,'� '-t- M�Z NUM BCR OFy�R UNITS �. Q,EQV Tr^^O�pDWCLLING�O UOS- e=,l ' 1 hereby ackneuledge that 1. have read this application; that the in- NATURE OF WORK TO B[ DDM[ M iaPW COMA AZAR A� ATTENTICH lating construction; and in doing the worn: authorized thereby• no person "' y D m I( O I . � PLOT PLAN N CHECK FEE VALUATION I FEC .,S BUILDING PLUMBING A2 MECHANICAL- g(, • FENCE I^ "Applicant, on behalfofhis or her spouse, heirs, assigns and SIGN N " successors in interest, agrees to indemnify, defend and hold harp _ss its employees, and RETAINING WALL- I the City of Edmonds, Washington, officials, s agents from any and all caims for damages of whatever nature, < from issuance ; f :his permit. Issu- SWIMMING PpOL z arising directly or indirectly the ance of this permit shall not be deemed to rovdify, wai•:c or reduce ' J any requirement of any sty ordinance not limit in any way the p z City's ability to enforce any ordinance provision.,. ' 1 hereby ackneuledge that 1. have read this application; that the in- TOTAL AMi:;:NT DIJE formation given is correct; and that I an; the owner, or the duly author- _ ized agent of the owner. I agree to comply with city and state laws regu- ATTENTICH lating construction; and in doing the worn: authorized thereby• no person willbe employed in violation of the Labnr Code of the sate of Washington THIS PEF,rAIT rzlating to Wor;cmer'sCornpensation Insurance. AUTHORIZES NOY.: hrinit Unit one Yeer(E'xcept DEMOLITION' and FILL- ONLY THE PERMITS Without conditional use penmt, which shall be compieted in 90 WORK NOTED dais; MOVEll IN BUILDINGS shall be completed in six months.) IN{RECTION f16NA 6 _ W VfiR _OR AO f„ DAT[ SIGNED DCPA RTM 2NT CITY OF E D M O N D S This Permit . work to be done on private property ONLY.. 775-2525 ' I Any construction on the public domaln:(curb*, sidewalks, driveways, ' •.marquee, etc.) will requin teperate permission, APPLICATION APPROVAL This application is not a permit until signed by the BLilding Official or his Deputy; and fees are paid, and receipt is acknowledged in space pro- vided. !"L,W, SIGNATURE ,,x'11, Lia �- ATE ORIGINAL — File YELLOW — Inspector •r' Q 3 O F U H 0 U 0 w z O z 0 a z O H A4 H u � A z c� 0 w *I -41\ 031a LS . 0 t=. 0 ' ,9L s4 8 El z o � CITY OF EDMONDS PUBLIC WORKS DEPAR FOR INSPECTION CALL Permit SIDE SEWER PERMIT 775-2525 Ext. 220 Issue Date 11- PERMIT MUST BE POSTED ON JOB SITE 1. Address of Construction 2. Property Legal Description (include all easements) 3. Single Family Residence Multi -Family No. of Units Commercial 4. Owner and/or Builder 5. Contractor & License No. 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FO,L,LOWI.NG AND SIGN: a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. Y �� YxH�s (6 �� ) C. Commercial establishment requires a minimum side sewer line. BEJRF� YOU DIG d. Side sewers may not be installed closer than it ches (30") to any structure. 1- ��- UY-6478 e. Side sewer lines must be laid at a minimum grade of 2% (1.15°) and maximum grade of 100% (450). f. No turn in side s8wer greater than 45° (1/8 bend) is0allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE: -+ PERMIT FEE: vW CONNECTION FEE: * PERMIT Mt I certify that I have read and shall comply with the above DISAPPROVED By: Date: By: Date: APPROVED By: Date: BE POSTED ON JOB ITE L I 0 o 0 i+ is W +Q M 1 � Q L I -T.<,z 9 9 T • ------------------ 128 -- --128 -� U9 123' 128 114 I 125 '' - EXISTINGI I ALBERTSONS DATUM FINISH FLOOR ELEVATION = 100'-0' I ':i 115 ACTUAL FINISH FLOOR ELEVATION - 321.00 � '. — �� . �. I RE: 1.0-10 FOR CODE INFORMATION & CONTACT PARTES I IIS ' I I I RE: 3.3-I FOR ROOF PLAN 122" 119'' I rV I' I n t • ��-� �• � - < ?r r �,r„I I,•' I, , 116 119 w s P ' .. _ L L . - 118 101 -u3 ....... 23 127 120 126 108 126 V 104 8 109 1�u8 u8 0108 1108 109 1o5/ 110....110 09118 129 < 10 5 a 04 109 129\105 X103 105 104'4-7 C.. . 71 Q �•� ' �✓ \� y U FILE City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a developmentpermit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or maybe present on the subject property. The information needed. to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist,sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. VVith a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest thafthe answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: . Applicant Representative: Kent Hanway. JOHN T DALY, AIRCATTRCT Name Name Architect Title Title 200 N.. -6th -St. Street Address Street Address City, State, ZIP Phone Signature Date Boise, ID 83702 Phone Date Critical Areas Checklist Site Information Project Name: Albertson's No: 454. Permit Number. Site Location: 9803 Edmonds Way Property Tax Account Number. 162703-1-077-0000 Approximate Site Size (acres or square feet): 2.24 acres (97,7 74 s . f . ) Have you filled out a Critical Areas Checklist for a project on this site before? No General Site Conditions 1. Has the site been cleared or logged? Partially ClearDate of most recent action: 1 o /Ao Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? Urban land . (78) 3. Describe the general site topography. Check all that apply. X Flat: less than 5 feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) J X Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than30% present on site. Comments Site -previously developed with buildings and walls acting as retaining walls for a level building and,parking area Hydrology/Vegetation 4. Site contains areas of year-round standing water: No 5. Site contains areas of seasonal standing water: No Approx. Depth: 6. Site is in the floodway No floodplain of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? No flows are year-round? Flows are seasonal? 8. Site is primarily: forested ; meadow ;shrubs ; mixed x 9. Obvious wetland is present on site: No 10. Wetland inventory or map indicates wetland present on site: No 11. Critical Areas inventory or map indicates any Critical Area on site: No Foe -City Use Only Rev 3n7/92 U,MU, iii N N N coo 000 .. C iA& I .A1C/'C 17,�- _196 17 1z' k � / 'f '7- Ax a eel 6 /��; /�r. o/L*;y G _ lP•{��rc.,c� fa _.�o.�s 41�e1 n..IMpu/-.�`9�%ri'� �Jfr�esc hO�.te yzercm �'�.6C•, ��. _ S�2f-��S t � I !`L uu d Bd�l `� J ✓ ! c�d%d % '� r' �� /S G�.S•EiL /�f Z-�/�y /`!rc p GYdiOK S .. _ .. . �orJn�-� _�.-3� (3-4� G�-.S- ../Gr¢/pr�-< �e .c�•izes'N'fr� � s�OP� _ ..IfrotyA, % W, r it d/-G/l / 7 fiL� So rc G GS i. G�ria i`/�opt . �-Z� !•eaJ e Y 1�� 1`-P�s �'22.�GS fa Z C��'Yt� �l 7 J� � w�iv/ ouOc�'�( /lo • � � �. � s � oY- z�- s -rre z�g- �� 6ts' s u � -c 1 r�- r?. ,/",a 1plilrn, ! .oda . t%'. P ✓�?.�!aC 3 u rY wo cc p �ee so a.-�c.�-8 e—, n,eel �e �'..( c"z� � / r'b a rt jr� 1 s �v • L% �-c✓ � 1 �- z �aj-'t 'vl.� r� �;,2d t f.0 l �K42 �i S Co 5,f1 Bcr/�� r Duffy, Lawver & Kumpf, Inc. Consulting Engineers Suite 208 Colman Building 811 First Avenue Seattle WA 98104 Jv Ae /'�' f t F, P,,, -Es F , -= .�v; W v V3 Duffy, Lawver & Kumpf, inc. Consulting Engineers Suite 208,Col.man Building 811 First Avenue Seattle, WA 98104 S _7. cJ k . 1. DT D O F U y L A tl E R & K ILU M P F, INC. CIVIL ENGINEERS & LAND SURVEYORS ESTABLISHED IN SEATTLE IN 1905 210 COLMAN BUILDING _ SEATTLE, WASHINGTON 96104 (206) 622-0885 30 September 1992 City of Edmonds Community Services Department Engineering Division 250 Fifth Avenue Edmonds, WA 98020 Attention: Mr. Gordon Hyde Subject: Albertson's Store 454 Expansion Gentlemen: DL&K FILE 9625 Transmitted herewith, in accordance with your instructions, are the following: 1 - Mylar Reproducible DL&K, Inc. Dwg. 9625 T-1 Modifications to Traffic Guidance 1 - Mylar Reproducible DL&K, Inc. Dwg. 9625 U-1 Modifications to Utilities & Storm Drainage Please note, the drawings referred to as U-2 and U-3 are: U-2 Olympic View Water District Standard Water Details U-3 Olympic View Water District Standard Specifications The discharge from foundation drains has been directed to a drywell bed system as your office has suggested. Your approval will be appreciated. Yours truly, Duff a ver & mp , Inc B. - ane Ma els, P.E. President BDM/mm Enclosures n - -- FILE 131 M I 3 °1t, CD. - _ cn L a. m V z � Q N. < a c M z z m m � a z z m kp Z N Z � GN _ Z � r cv ➢ ln N o A ➢ � � o m 131 M I 3 °1t, CD. cn Q.. -�t a. m V z � Q N. < a c M z z m m � a z m GN _ Z � cv �! 0, , ! N L. I kid: iL, f iii , I(» L;%AS Gr�S- 24``5AN --1- t _ 24 SAt,4 —. _ NEW 35' DRIVE APWX JJrD tiro 42 LID A PV./A STD N O. 31 YPE In — 54 OPEN a.,-. a '1 s OVE RFLO\ E t_ EV, - 31 �,.� e IIr P. M H 5 EAL. 30c' o F 1 io I'► EX. 11 30 0 R I FI c. C: cr 8" DIAf 1ETER f -I O t. E - • v Ax -3 -cFS a 'v. • • / e '--- e� o e INV. 31Z•r GLEA rt •'.alp _ W-2837 RITTENHOUSE ~ ZEMAN AND ASSOC., INC. GEOTECHNICAL ENGINEERING 70* 1 t 'Y Jk .0 �w•t - b ' - } ;.t��'s,. ' � _ - - r y - X11. `� � * Y,. . - .. �9'Z : � . [, "'c• DIY ,.'^ � ' �. `� Cw a i+ �i '�' �� •^� ♦''�_ !'+st 'h ` ert ••y :�•Yr ;.' *•" .�++•� t,`:`� �s•}�rY�3�' �� .- .- - �"�r sy_ �,�� r`,��r -� •i, � r , ±��pV�., '��`1r f r }�<�--s^ l.`y � _ ,_•f, '!-• T�Sti,-•. 'iT.� T' r- i.^�... .� , a',� ' - - i.. �..yo �r .-.� ♦ _ . _ . � S �. r. ; SOILS AID FflIMDATI91 INVESTIGATION- DUDS, WASHINGTON :. SITE 4-P rt •'.alp _ W-2837 RITTENHOUSE ~ ZEMAN AND ASSOC., INC. GEOTECHNICAL ENGINEERING THIS PAGE INTENTIONALLY LEFT BLANK II I RITTENHOUSE-ZEMAN & ASSOCIATES, INC. GEOLOGY & SOILS ENGINEERING 13837 N.E. 81h Street, Bellevue, Washinglon 98005 (206) 746-8020 8050 S.W. Cirrus Drive, Beaverton, Oregon 97005 (503) 644-9141 August 23, 1978 W-2837 Albertsons, Inc. Design and Construction P.O. Box 20 Boise, Idaho 83726 Attention: Mr. Steven R. Fuller Subject: Soils and Foundation Investigation Edmonds, Washington Site :94-P Gentlemen: We are pleased to present this report describing site conditions at .your proposed facility to be constructed at the northeast corner of 230th Street Southwest and 100th Avenue West. Presently, the parcel is occupied by two frame residences in the general building area, a real estate office, a, drive-through photo stand, and a service station. In addition, at the rear of one of the houses (southern part of future addition), there is a dug.we11, which is now abandoned, and partly backfilled. The bulk of the planned parking area is currently being used for parking. The lot is partly paved, and in part, gravel surfaced. The property slopes downward to the west, with the planned store area rising some 10 to 15 feet above the bulk of the property. The south side of the proposed building area has been.cut,'leaving a steep bank which decreases in height to the west. Preliminary plans call for removal of the existing structures, and erection of a new retail facility. A portion of the site alongside the new store will be reserved for future expansion. In addition, an Albertsons Albertsons, Inc. Page Two t August 23, 1978 sign pylon will be located at the southwest corner of the property. SUBSURFACE INVESTIGATION Our investigation program included the drilling of seven test borings with a truck mounted, hollow stem auger. Sampling was performed'by the Standard Penetration Test method, described in Appendix A of this report. The borings ranged in depth from seven to nineteen -and -a -half feet. Their logs are included in the appendix; the boring locations are shown on Plate I, Site Plan. SUBSURFACE CONDITIONS The area proposed for the store and future addition consists primarily of natural ground, although some cutting and filling was obviously done during construction of the residences. The natural soils, beneath a thin topsoil layer, consist of loose to medium dense silty sand grading to dense or very dense glacial till. The glacial till is an unsorted mixture of'silt, sand, clay, and gravel which was deposited and compacted beneath glacial ice during our last ice advance. Beneath the till, and in those areas where the till has been previously removed, the soils consist primarily of very dense, silty to clean, fine to coarse sands' with some gravel. South of the building area, a portion of the hillside was cut away, with at least part of the excess soil being placed as fill in the gas station and bowling alley parking areas. The fill is somewhat variable in density, but appea:,s to be performing adequately as a pavement base. ..rater .: r as not encountered during test drilling. Hc�viever, a "peched" water table will form above the glacial till during the winter months since this soil type is nearly impervious. Based on the presence of a well, we also suspect that water can be encountered in the sands beneath the till; however, unless excavations are carried well below the level of 100th Avenue, this should not pose any problem. Albertsons, Inc. August 23, 1978 • Page Three DESIGN CONSIDERATM"!S I. General The site is very well suited for development as proposed. The soils in the proposed building area are primarily in a dense to very dense state, and will provide excellent foundation support. South of the proposed building, our borings did encounter fill material; however, this area is being considered for parking and should -present no unusual problems unless the building location is drastically shifted. II. Site Pre:aration and Grading The existing structures should be removed from the site. In 'addition, the.service station storage tanks should be either removed or backfilled with compacted sand or -lean concrete, depending on local codes. Any other underground tanks or structures which extend below final grade should also be backfilled or removed. If this backfill is placed beneath a structure, t should be compacted to at least 95`: of laboratoy maximum density, using r ASTIM:D-1557-70 or AASHTO:T-180 as a standard. If the backfilled area :-,ill be used for parking, the fill need only be compacted to 90: of the sake standard. The old well should be backfilled and sealed in accordance With State codes. A copy of the applicable regulations are included in ',ppendi x C. Tie high Ground, at the north side of the site, .:.ay be excavated downward to plan-nd subgrade elevation. This removed soil can be used for structural -Fill _ne;_h the building, or in the par1:ing .,:it, only if it can be dried to near opti!"urn -,oisture levels. This may only be feasible during the dry s:;r.,mer wonths. Samples obtained at the site during August were sufficiently wet to prevent proper compaction in their natural state. It ..ould therefore probably be prudent to plan on exporting all, or ,host of the excavated soil. Albertsons, Inc. Page Four August 23, 1978 If filling is required, and the on-site soils cannot be adequately dried, the fill should consist of a clean granular soil containing no more than 5' by weight passing the Plumber .200 sieve. This percentage should be based on the fraction of soil which passes the Plumber 4 sieve. J Prior to grading, the area to receive fill should be stripped of any existing fill, topsoil and paving. The ground should be proof rolled with a compactor or loaded truck to identify any soft spots, if grading takes place during warm, dry weather when the around is near optimum moisture. If grading takes place when the soil is wetter than optimum, traffic across the site must be kept to a minimum. This is because the soils are moisture sensitive, and will be easily disturbed by construction traffic. This disturbance will increase the quantities of material to be removed and can, if left beneath the building or parking lot, lead to future post construction settlements. Fill should be placed in eight inch thick, level lifts, and compacted to. at least 95% of laboratory maximum.density (AST�i:D-1557-70), beneath I. -he building area. For parking lot subgrade, only 90°0' density should be adequate. All earth work should be performed under the full time supervision of a qualified Soils Engineer. III. Foundations C_r;ventional;spread or continuous footings may be used for building support. Foundations ray be designed with the -following maximum allowable bearing pressures. 'aterialearinq Fressure :onsoil or existing fill Not suitable cse o medium dense brown silty fine to ,edium sand 2,000 psf jense to very dense glacial till 4,000 psf 'Jery dense gray sands 4,000 psf Structural fill (95% of ASTM:D-1557) 3,000 psf Albertsons, Inc. August ?3, 1978 Paae Five ;11 footings should be at least 12 inches :ide. Interior footings extend at least 12 inches below surrounding slab elevation. Exterior footings should penetrate at least 18 inches into the ground, for frost protection. Foundation settlements should be less than 1/4 inch in undisturbed glacial till or very dense sands. They may approach 3/4 of an inch in the medium dense natural soils above the till, and approximately 1/2 inch or less in compacted fill. H. Floors Concrete slab -on -grade floors should be cast atop a blanket of at least six inches of clean, free draining sand or gravel. This drainage blanket should be permitted to discharge into the perimeter footing drain s;stem. The slab should be further'protected from dampness with an i-D_rvious vapor barrier. V. The subgrade beneath asphalt paving should be „ni;ormly cc-,pacted (to a "eoth of at least six inches), to at least 95;. of laboratory 7.axir:um cnsi ty us i ng ASTII: D-1557-70 or A; S1: T 0: T-1 °9, as a standard. Parki nq end drives, used primarily for passenger r,_hicles should receive one of ...e oilo'„ing pavement sections: r,cing---------------------------- - inches rock base - - - - - - - - - - - - - - - - - - - - --- - iches or surfacing ----------- 1 inch ,TB (,asphalt Treated Base) -------------- 4 inches Albertsons, Inc. Page Six August 23, 1978 Areas which will carry primarily truck traffic (loading dock apr;roach, etc.), should receive a thicker pavement such as: AC surfacing ------------------------- 4.5 inches 2 Crushed rock base -------------------- 6 inches or AC surfacing ------------------- ------ 1.5 inches ATB---------------------------------- 6 inches ? if construction takes place during wet weather, the site soils will be easily disturbed by construction traffic. Therefore, it would be prudent, as scop as grading is completed, to install the ATB. This base .:ould provide a durable and stable working area during inclement v:edLher. if so;;e portions of the ATB break up, they can be removed and patched prior to final paving. Crushed rock base does not seal the surface, and can be destroyed during wet weather construction operations. 1 VI. Drainaae j The underlying glacial till is essentially impervious. As a result, �-herever the _upper surface of the till is flat or depressed, ;rater will tend to pond. Thus, grades should be set so as to provide drainage �. ,:,;;ay from the structure. In addition, the structure should be provided With a perimeter foundation drain which can most easily be constructed with perforated pipe in a pea gravel filled trench. Roof drains should not be tied to this system, as' it may induce moisture beneath the floor Since the around surface in the building area rises to the east, it is p;r-ot,able that fairly deep excavations will be required along the north t%nd east sides. However, at this writing, building grades have not been set so the final height of the cut is unknown.. 4 Albertsons, Inc. Page Seven August 23, 1978 If there is sufficient room, sloping cuts could be used. Generally, we recommend that both cut and compacted fill slopes be constructed at 2H:1V. Even -though the glacial till will stand on considerably steeper slopes, long term weathering will likely reduce the slope angle to the recommended value. In lieu of the cuts, some form of retaining wall will likely be required. Cantilever retaining walls or other walls which are free to yield at the top an amount equal to at least 1/1,000 their height, may be designed for an "equivalent fluid" equal to 30 pcf. Restrained walls, which cannot yield, should be designed for an "equivalent fluid" equal to 45 pcf. The above values assume a horizontal backfill consisting of free draining sand and 'gravel; a foundation drain should be provided behind the wall to prevent the buildup of hydrostatic pressures. Surcharges due to sloping ground, foundation, equipment, etc. should be added to the above values. VIII Concrete The en -site soils will not subject the concrete to extensive sui ate attack. Either Type 1 or II should be suitable for the project. :,PDreciate this opportunity to be'of service. As final building locations ano elevations are established, please do not hesitate to call for 311v Seco :.rendations �:hich r;ay b2 required. ` PesDectfully submitted, 'iOU(ZE--•, Tom Eekey, Chief Alvin P. Zeman, F THIS PAGE INTENTIONALLY LEFT BLANK I I� I I I i i EXISTING II I BOWLING ALLEY I II I I t I I I I' II I W Q co m • PROPERTY LINE,---, - 08-2 BORING NUMBER AND LOCATION RITTENHOUSE - ZENIAN & ASSO C. FOUNDATION AND SOILS ENGINEERING GEOLOGY 13837 KE girl Street Bellevue. Washington 980105 716.61020 AFFILIATE OFFICES IN MOST PRINCIPAL CITIES W.O. 2837 DATE AUGUST 21- 1978 BY _E_FREYTAG SCALE 0-601 I I FUTURE ADDITION 3 _I I z 0B-6 Q 0 B-4 o l � , B-7 PROPERTY PROPERTY LINE 230T" STREET S.W. I .APPENDIX A TEST BORING LOGS i � J \ THIS PAGE INTENTIONALLY LEFT BLANK 10 15 �20 25 30 35 40 SOIL DESCRIPTION Surface Elevation: Dene to very dense, moist, brG:.', silty fine to coarse sand with gravel (Glacial Till). Very dense, moist, brown, silty fine to coarse sand. Boring completed at 19.0 feet. LEGEND f 2.0" O.D. split spoon sampler • Sample .not recovered E 3.0" O.D. undisturbed sampler 1 Piezometer tip P Sampler pushed Q Water level Atterberg limits: f..� —,Liquid limit **—.Natural water content Plastic Limit LOG OF BORING NO. B-1 RITTENHOUSE-ZER'IAN & ASSOC. SOILS ENGINEERING AND GEOLOGY LEGEND • o Water Content I 2.0" O.D. split s=oon sampler • Sample not recovered 1•1-?837 3.0" 0. D. undisturbed sampler I Piezometer tip P Sampler pushed Q water level LOG OF BORING NO. B--2 Atterberg limits: Liquid limit Natural water content RITTENTHOUSE-ZEMAN & ASSOC. Plastic Limit SOILS ENGINTEF.RING AND GEOLOGY LEGEND I 2.0" O.D. split spoon sampler • Sample not recovered LT 3.0" O.D. undisturbed sampler ` Piezometer tip P Sampler pushed -S7 Water level Atterberg limits: �� — Liquid limit Natural water content Plastic Limit • 9'o Water C:mlent 14-3837 LOG OF BORLNG NO. B-3 RITTENMOUSE-ZEMAN & ASSOC. SOILS ENGINEERING AAD GLOLWY i i 5 10 15 20 25 30 35 40 SOIL DESCRIPTION Surface Ekvation: Med-i-.-. dense to dense, moist, brown to gray, silty fine to coarse sand with gravel (Fill). Very dense, moist, brown, silty fine to coarse sand with gravel (Glacial Till). Boring completed at 9.0 feet. L£GEND I 2.0" O.D. Split spoon sampler • Sample not recovered 3.0" O.D. undisturbed sampler + Piezometer tip P Sampler pushed 57 Water level Atterberg limits: Liquid limit R- N'atural water content. Plastic Limit C,, _ STANDARD PENETRATION' RESISTANCE U) p A Blows per loot 0. (140 lb. hammer, 30" drop) O 0 10 20 30 40 . . ....... . . ......... . .. ........ ............. . .......... i - --- - --- �- -: • 2 Water Cuntent W-2337 LOG OF BORING NO. B-4 RITTENMOUSE-7EN'iAN & ASSOC. SOILS ENGINEERING AND GEOLOGY r 1 LEGEND 1 2.0" O.D. split spoon sampler • _ Sample not recovered II 3.0" 0. D. undisturbed sampler Piezometer tip P Sampler pushed i% Water level Atterbcrg limits: Liquid limit Natural water content > Plastic Limit • Cy q Water Content W-2837 LOG OF BORLNG NO. B-5 RITTENHOUSE-ZENIAN & ASSOC. SOILS ENGINEERING AN -D GEOLOGY 5 M 15 20 25 30 35 40 SOIL DF_SCRIPTION 4; a Surface Elevation: � AspF.�lt Very dense, moist, brown, fine to coarse t sand. T Very dense, moist, brown, medium to coarse sand v;ith gravel. Z Boring completed at 9.0 feet. LEGE:,'D I 2.0" O.D. split spoon sampler •. Sample not recovered 3.0" O.D. undisturbed sampler Piezometer tip P Sampler pushed Q Water level Atterbcrg limits: Liquid limit Natural water content Plastic Limit • % Water Cuntent 1J-2837 LOG OF BORLNG NO. B-6 RITTENHOUSE-ZEMAN g. ASSOC. SOILS ENGIN-EERING AND GKOLOGY LEGEND 0. D. split spoon sampler • Sample not recovered 3.0" O.D. undisturbed sampler 1 Piezometer tip P Sampler pushed Q Water level Atterbcrs limits: Liquid limit �- Natural nater content Plastic Limit • % Water Consent W-2837 LOG OF BORING NO. B-7 RITTI NI-TOUSE-ZEMAN k, ASSOC. SOILS ENGINEERING AND GEOLOGY APP?^NDTX Standard Penetration Test ASTM:D-1586-67 This test consists. of driving a two inch (outside diameter), split barrel sampler 18 inches (.45 meters), to establish the resistance of the soil to penetration and to obtain representative samples of the material. The sampler is driven with a 140 pound (63. 5 kg), pin guided hammer, free falling a distance of 30 inches (.76m). Driving is continued until full penetration is attained or 100 blows for one foot have been applied. The first 6 inches of driving is generally used to insure proper seating of the sampler. The number of blows required for the remaining one foot of penetration is termed the "Standard Penetration Resistance" (N), and is an approximate measure of the in-place relative density or consistency of the soil. These resistance values (N), are plotted on the boring logs at the respective sample depths. The relative density or consistency indicated by the blows per foot (N values) is included in the soil description in the boring logs. Changes in consistency or relative density are summarized as follows: COHESIONLESS SOILS (Primarily Sand or Gravel) Relative Density Very: loose Loose Cc -: :� act Dor se r,.- cense N, blows/ft. Oto4 4to10 1Oto30 30 to 50 over 50 COHESIVE SOILS (Primarily Silt or Clay) Consistency Very soft Soft Firm Stiff Very stiff Hard N, blows./ft. Oto2 2to4 4to8 8to15 l)to30 over 30 t',:or()u11 h visuml examination of the samples has been made in Id. they are sealed in air -tight jars to prevent evaporation of soil and returned to our. laboratory for re -inspection and testin1. r::hl�s -,ire _�enerally held in our laboratory for a period of ninety clays unless special arrangements are made. APPENDIX B LABORATORY TESTING THIS PAGE INTENTIONALLY LEFT BLANK Noletore - % of Ory Weight ., ., .: _� ` t �' City of. Edmonds 4 STREET FI Traffic Impact Analysis. Worksheet Name of Proposed Project: Owner/Applicant Name qza(.�oose a �- i� �• Street/Mailing Address 5-42-4— City \\ State Zip Telephone: :5y 1 " -713 1 N4 „L 11;4 Applicant Contact Person: aAA G A KAV5 1Ld0QdW4&1 Name 3�a _tS et/Mailing Address e,e o S' City State Zip Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: THRESHOLD LEVELS OF ANALYSIS Contact Name E-mail: Project Traffic Levels Sections to Complete I. Less than 25 peak -hour trips generated 1 and 7. only (Worksheet/Checklist) II. More than 25 peak -hour trips generated 1. PROJECT DESCRIPTION a. Location - Street address: e+ 64 ach a vicinity map and site plan.) b. Specify existing land use:. -Zo IS' N c. Specify proposed type and size of development: Et41a0e_ma,44-/ge144o J.o'- ?1C14j45 (owot e, u a l 104e -r44 (VI S to Z ' (# of residential units and/or square footage of building) 12-6t -Arvtj oJ Uro tier s o�2. • e wta i ' (o 3 O0 e4 .4 ' of trete o P artWWA Vlevew cc,�01r.A a��p,GtG. �o 144L4 ,,r�vtayst OCw 1' Revised on 6/24/10 E82 - Tra c Impact Analy ' W, k1 Page 1 df S a Q r- �� s-�v�'� 7. MITIGATION RECOMMENDATIONS State rec6mmended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. CHANGE IN USE ee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 ECDC 18.82.120 impact fee shall be used. Units in square feet, # of dwelling, of , etc.. Fee X 3�0 =P 4 S'D 6, ej X "Zo 041 5 c4 37tZ4 New Use Fee: $ �� 6 clza - Prior Use Fee: $S-ys 7 2� _ $ ...• Gt3 ' NEW DEVELOPMENT v ~ Units in ITE Land Use Category Per Unit square feet, Fee Rate # of dwelling, of , etc. New Use $ X = ❑ OTHER Fee - MITIGATION FEE RECOMMENDATION: ITE Land Use Category Per Unit Fee Rate/ New UseG TOTAL TRAFFIC IMPACT FEE $ ,- 1. Prior Useo Vki Le-, '7 L O $ Units in square feet, # of dwelling, of , etc.. Fee X 3�0 =P 4 S'D 6, ej X "Zo 041 5 c4 37tZ4 New Use Fee: $ �� 6 clza - Prior Use Fee: $S-ys 7 2� _ $ ...• Gt3 ' NEW DEVELOPMENT v ~ Units in ITE Land Use Category Per Unit square feet, Fee Rate # of dwelling, of , etc. New Use $ X = ❑ OTHER Fee - MITIGATION FEE RECOMMENDATION: INDEPENDENT FEE CALCULATION: $200.00 + consultant fee $ TOTAL TRAFFIC IMPACT FEE $ 5 � City of Edmonds, n 'neerin sion Approval Date ` No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 ofS FOR IMMEDIATE RELEASE Contact: Diana Crane PCC Natural Markets 206-547-1222; cell: 206-390-6657 diana.crane(cDpccsea.com PCC Natural Markets' Edmonds, Wash. store earns both LEED® Platinum and Salmon -Safe Certifications Edmonds store is first Salmon -Safe certified retail location in Washington State and the first grocery store in the western U.S. to earn LEED Platinum. (Seattle, Wash., February 18, 2011) — The newest location of PCC Natural Markets (PCC), the nation's largest natural foods retail cooperative, has earned two of the most prestigious certifications awarded to buildings for features and operations that support human and environmental health. The Edmonds PCC is now LEED Platinum and Salmon -Safe certified, and the only grocery store in the nation to have earned both honors. "Our transformation of a long -vacant building into a showcase of features and systems that protect and conserve natural resources demonstrates PCC's commitment to operating stores that are as healthy for customers and employees as the products we sell," said Tracy Wolpert, PCC's CEO. "We hope that our Edmonds store inspires other retailers to make similar investments in the well-being of the neighborhoods and natural habitats that surround them." LEED is the rating system developed by the U.S. Green Building Council (USGBC) through which the design, construction and operation of buildings are evaluated. Certification is awarded at Certified, Silver, Gold, or Platinum levels and is based on achievement in each of six environmental categories. The Edmonds PCC opened in September 2008, two years after PCC built the first-ever LEED Gold grocery store in Redmond, Wash. The Edmonds PCC's LEED Platinum certification falls under the USGBC's new pilot program called "LEED for Retail: Commercial Interiors." The category for Redmond PCC's LEED Gold certification is "LEED for Retail: New Construction." Virtually all of the features of the Redmond store, including those designed to maximize energy and water efficiency, waste reduction, use of sustainable materials, and optimum air quality, were replicated in the Edmonds location. PCC raised its own bar for eco -friendly features by installing a rainwater harvesting system and two parking lot rain gardens. Oregon -based Salmon -Safe was founded as a program to help farmers restore salmon streams in the Pacific Northwest and is the only certification program in the country specifically dedicated to protecting water quality and habitat for salmon. In 2004 Stewardship Partners, a Seattle nonprofit which works to improve the quality of Washington watersheds, brought the Salmon -Safe program to Washington State. The program's initial focus on farm and vineyard certification was expanded in 2007 to include urban properties and was launched by Salmon -Safe's Seattle -based outreach partner, The Network for Business Innovation and Sustainability (NBIS). Salmon -Safe's Puget Sound urban initiative acknowledges that the biggest single factor affecting the Puget Sound ecosystem is the rapid growth of the urban landscape. PCC's Edmonds store earned Salmon -Safe certification for its environmentally innovative redesign and development of its three -acre site. Specifically, the location is being recognized for harvesting rooftop rainwater for irrigation and other reuse, incorporating low input landscaping, and for treatment of parking lot runoff through its rain gardens. In this case, Salmon Safe Certification criteria helped contribute to the overall LEED rating points system, demonstrating how the two certifications can work together. Continued ... •:1 PCC's, Edmonds, WA store earns LEED® Platinum and Salmon -Safe Certifications Page 2 PCC has promoted the Salmon -Safe label on products since the fall of 2005 and was the first Washington state retailer to support and promote Salmon -Safe certification of farms and wineries. Its Edmonds store is among four sites being recognized by Salmon -Safe this month as outstanding urban properties. The others are the University of Washington, REI and the Seattle Art Museum. Both the Redmond and Edmonds PCC locations were designed and. built by the same project team, led by Seattle -based architect George Ostrow of VELOCIPEDE architects inc. About PCC Natural Markets (PCC): Headquartered in Seattle, Wash., PCC Natural Markets is a certified organic retail cooperative with annual sales of $150 million and an active membership of 45,000 households. PCC operates nine stores in the Seward Park, View Ridge, Greenlake, West Seattle, Fremont, Kirkland, Redmond, Edmonds and Issaquah neighborhoods. About Edmonds PCC: PCC's newest location opened in Snohomish County, Wash. in September 2008. The 25,252 sq. ft. natural foods store features a full-service deli; fresh seafood case; sushi, pizza and gelato bars; bulk food department, state-of-the-art classroom and teaching kitchen; and environmentally - friendly features throughout the store. About the U.S. Green Buildinq Council: The Washington, D.C.-based U.S. Green Building Council (USGBC) is committed to a prosperous and sustainable future through cost-efficient and energy-saving green buildings. It is the nation's leading non-profit organization composed of corporations, builders, universities, federal and local agencies, and nonprofit organizations working together to promote buildings that are environmentally sesponsible, profitable and healthy places to live and work. About LEED: LEED is a third -party certification program and the nationally accepted benchmark for the design, construction and operation of high-performance green buildings and neighborhoods. Developed by the U.S. Green Building Council in 2000 through a consensus -based process, LEED serves as a tool for buildings of all types and sizes. LEED certification offers third -party validation of a project's green features and verifies that the building is operating exactly the way is was designed to function. About Salmon -Safe: Salmon -Safe is a registered and independent 501(c) 3 nonprofit dedicated to protecting water quality and the Puget Sound's waterways, and to enhancing the region's overall environmental health. Salmon -Safe works across the West Coast through a partner network consisting of place -based conservation organizations and watershed groups, as well as collaborating certification organizations. About NBIS: The Network for Business Innovation and Sustainability (NBIS) is a Northwest nonprofit that enables professionals and businesses to drive profitable sustainability. NBIS has been providing educational, networking, coaching and leadership development programs to accelerate sustainable best practices in companies and organizations since 2003. About Stewardship Partners: Stewardship Partners is a 501(c) 3 nonprofit organization that helps private landowners restore and preserve the annual landscapes of Washington State. Its mission is to work with diverse interest groups to build bridges and find solutions that achieve mutual goals of environmental protection, economic health, and community well being. About VELOCIPEDE architects inc.: VELOCIPEDE architects inc. is architectural design corporation based in Seattle, Wash. that specializes in environmentally responsible commercial and residential projects. 3104 Western Avenue #102 Seattle WA 98121 (206) 529-9356 george@velocipede.net www.velocipede.net 5 November 2009 Jeanie Jeanie McConnell Engineering Program Manager Development Services Department 121 - 5th Avenue North - 2nd Floor Edmonds, WA 98020 (425) 771-0220 mcconnell@ci.edmonds.wa.us A FIL? B%Va qMMW VELOCIPEDE architects � ins IN, - RESUB NOV 16 2009 Re: PCC Natural Markets - Corporate Office Tenant Improvement #bld2009O666 Dear Jeanie: In response -to your Plan Review Comments dated 21 Oct 2009 (attached), we have reviewed handout #E82'(excerpts attached) and find the following: 0"MJ , Exemptions ,00*S WT A.1 Alteration of an existing non-residential structure that does not expand the usable space Pty or add any residential units r1` 1fImpact Fee Rates, Table 4 850 supermarket, 4.11 trips per 1000 square feet 710 general office, 2.37 trips per 1000 square feet The building was built in 1980, expanded by a previous owner in 1993, and altered (but not expanded) by PCC for the grocery tenant improvement in 2008. The proposed 1246 square foot office space lies entirely within the existing structure. EBy comparing the net new trips from table 4, it is clear that the change from prior use of "supermarket" to new use of "general office" is"a reduction in traffic impact. Therefore, we request exemption from payment of Impact Fees, completion of the Traffic Impact Analysis Work Sheet, and preparation of a Traffic Iinpact Analysis Report. Sincerely, George Ostrow c: file Lori Ross, PCC Natural Markets Lach Foss, Woodman Construction Nb IMP*(rr f"s APPROVED AS NOTED IDIM BY EN EERING Date:1t—® 7 ( • DATE: October 21, 2009 CITY OF EDMONDS PLAN REVIEW COMMENTS ENGINEERING DIVISION (425)771-0220 City Website: www.ci.edmonds.wa.us TO: Carrie Anderson carrie@velocipede.net FROM: Jeanie McConnell, Engineering Program Manager RE: Application #: bld2009O666 Project: PCC Natural Markets - Corporate Office Tenant Improvement Project Address: 9803 Edmonds Way During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please redline plans or submit three (3) sets of revised plans/documents with a written response to each of the items below to Theresa Umbaugh. City of Edmonds handouts, standard details and development code can be referenced on the City website. GENERAL Please submit a traffic impact analysis for this project. Please refer to City handout #E82 for traffic impact analysis requirements. The handout is available on the City's website at www.ci.edmonds.wa.us under the Engineering Division of the Development Services Department. o Under Item Number 7, Mitigation Recommendations, please state the previous use of the tenant space and assess an impact fee for this use accordingly. Please also state the proposed use of the tenant space and assess'an impact fee for this use accordingly. The impact fee required for this project, if any, will be the -difference between the previous use and the new use. Please contact me at 425-771-0220 or by e-mail at mcconnell@ci.edmonds.wa.us if you have specific questions regarding these plan corrections. W20090666 -PCC -Office TI -I Page 1 of 1 0 0 #E82 City of edmonds development information /4, 1890 TRAFFIC IMPACT ANALYSIS REQUIREMENTS This handout applies to all development activity. "Development activity" means any construction, expansion, or change in the use of a building or structure that creates additional demand and need for public facilities. These requirements are to be utilized in developing traffic impact analysis. This handout outlines the traffic impact analysis requirements based on trip generation thresholds. All applications for development activity projects which require review must comply with the requirements outlined m'the City of Edmonds Traffic Impact Analysis checklist below. Complete the attached Traffic Impact Analysis Worksheet or prepare a traffic impact analysis report that complies with and addresses the City of Edmonds Traffic Impact Analysis Checklist. Please note that required traffic impact fees shall be in accordance with Chapter 18.82 Traffic Impact Fees of the Edmonds Community Development Code (ECDC). 1 The City shall collect impact fees, based on the rates in ECDC 18.82.120, from any applicant seeking development approval from the City for anydevelopment activity within .the City, where such development activity requires the issuance of a, building permit. This shall include, but is not limited to, the development of residential, commercial, retail, office, and industrial land, and includes the expansion of existing uses that creates a demand for additional public facilities, as well as a change in existing use that creates a demand for additional public facilities. Impact fees shall be assessed based upon the road impact fee rates in affect at the time an application is deemed complete by the Development Services Department for an ADB design review approval, conditional use permit, change' of use permit, PRD, plat, short plat, remodel permit or building permit, which ever occurs first for a development project. Impact fees shall be paid at the time the change of use permit, remodel permit or building permit is issued by the City, and the permit shall not be issued until the fee is paid. For a change in use of an existing building or dwelling unit, including any alteration, expansion, replacement or new accessory building, the impact .fee shall be the applicable impact fee for the land use category of the new use, less any impact fee previously paid for the land use category of the prior use. If no impact fee was paid for the prior use, the impact fee for the new use shall be reduced by an amount equal to the current impact-fee'rate for the prior use. The assessed impact fee must be paid prior to the issuance of any building permits. The following are examples of types of projects that. do not increase the number of residential units or commercial or other activity using the roadway system and, therefore, do not create additional demand on the roadway system. Traffic.Impact Fees cannot be required as a condition of development approval for these types of projects. (See ECDC 18.82.040, Exemptions.) These types of projects do not require completion of the Traffic Impact Analysis Work Sheet or Traffic Impact Analysis Report. Revised 9/30/1004 S:\ENGRUTANDOU7'S\TraQmpactAnalysisRequire G82_9-04.doc ' o A project that involves demolition of one single family residential unit and replacing it with one new single family residential unit on the same lot. o A residential remodel that does not increase the number of residential units. o A residential addition (e.g., garage, etc.) that does not increase the number of residential units. o Decks, fences, retaining walls, etc. o Accessory dwelling unit (ADU). (Per ECDC 20.21.020 and 21.30.010, approval of ADU still limits the total number of individuals living at the property to one "family" as defined in the code.) The following are examples of types of projecis that do increase the number of residential units of commercial or other activity using the roadway system and, therefore, do create additional demand on the roadway system. Traffic Impact Fees can (and will) be required ,as a condition of development approval for these types of projects. o Subdividing or short platting a property that had one house on it and converting it into two or more residential lots. o Construction of a project on a previously~ undeveloped lot. o Demolition of a single family residence and construction of commercial, mixed-use, duplex, multi -family, etc. on the same property. THRESHOLD LEVELS OF ANALYSIS Project Traffic Levels Sections to Complete I. Less than 25 peak -hour trips generated 1 and 7 only (Worksheet/Checklist) 11. More than 25 peak -hour trips generated All sections EXEMPTIONS A. Except as provided for below, the following shall be exempted from the payment of all impact fees and do not required completion of a Traffic Impact Analysis Work Sheet or Traffic Impact Analysis Report.: 1. Alteration of an existing nonresidential structure that does not expand the usable space or add any residential units. 2. Miscellaneous improvements that do not expand usable space or add any residential units, including, but not limited to, fences, walls, swimming pools, and signs. 3. Demolition or moving of a structure. 4. Expansion of an existing structure that results in the addition of one hundred (100) square feet or less of gross floor area. 5. Replacement of a structure with a new structure of the same size and use at the same site or lot when such replacement occurs within twelve (12) months of the demolition or Revised 9/16/2004 S:\ENGR\HANDOUTS\TraampaaAnalysisRequire E82 9-04.doe Edmonds Road Impact Fee Rate Study TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip ITE ITE Land Use Trip % New Length Net New Trips per Impact Fee Per Unit @ $ Code Category Rate' TO s3 Factor' Unit of Measure 763.66 per Tri 110 Light Industrial 0.98 100% 1.59 1.56 1,000 sq ft 1.19 per square foot 140 Manufacturing 0.74 100% 1.59 1.18 1,000 sq ft 0.90 per square foot 151 Mini -warehouse 0.26 100% 1.59 1 0.41 1,000 sq ft 0.32 per square foot 210 Single family 1.01 100% 1.09 1.10 dwelling 840.72 per dwelling unit House 220 Apartment 0.62 100% 1.15 0.71 dwelling 544.49 per dwelling unit 230 Condominium 0.54 100% 1.15 0.62 dwelling 474.24 per dwelling unit 240 Mobile Home 0.56 100% 1.09 -0.61 dwelling 466.14 per dwelling unit 310 Hotel 0.61 100% 1.25 0.76 room 582.29 per room 320 Motel 0.47 100% 1.25 0.59 room 448.65 per room 420 Marina 0.19 100% 0.97 0.18 berth 140.74 per boat berth 430 Golf course 0.30 100% 1.00 0.30 acre 229.10 per acre 444 Movie Theater 3.80 10090 0.72 2.74 1,000 sq ft 1.36 per square foot 492 Racquet club 1.83 100% 0.97. 1.78 1,000 sq ft 3.58 per square foot 530 High School 1.02 100% 0.62 0.63 1,000 sq ft 0.48 per square foot 560 Church 0.66 100% 1.15 0.76 1,000 sq ft 0.58 per square foot 610 Hospital 0.92 100% 1.56 1.44 1,000 sq ft 1.10 per square foot 620 Nursing home 0.20 100% 0.87 0.17 bed 132.88 per bed 710 General Office 1.49 100% .1.59 2.37 1,000 sq ft 1.81 per square foot 720 Medical office 3.66 100% . 1.50 5.49 1,000 sq ft 4.19 per square foot 820 Shopping Center 3.74 81% 0.40 '11.211 1;000 sq ft 0.93 per square foot 832 Restaurant: sit- 10.86 56%.. 1.06 6.45 1,000 sq ft 4.92 per square foot down 833 Fast food, no 26.15 52% 0.62 8.Y3 1,000 sq ft 6.44 per square foot drive -up 834 Fast food, w/ 33.48 51% 0.62 10.59 1,000 sq ft 8.08 per square foot drive -up 844 Gas station 14.56 60% 0.53 t,-:'4.63 pump 3,535.82 per of 845 Gas station 13.38 47% 0.53 3.33 pump 2,545.26 per vfp' w/convenience 850 Supermarket 11-51 55% '0.65 " 4.11 1,000 sq ft 3.14 per square foot 851 Convenience 53.73 39% 0.40 -8.38 1,000 sq ft 6.40 per square foot market -24 hr 912 Drive-in Bank 54.77 51% 0.47-'1:-13.13 1,000 sq ft 10.03 per square foot 2 ITE Trip Generation (6th Edition): 4-6 PM Peak Hour Trlp Erids 3 Excludes pass -by trips: see "Trip Generation Handbook: An ITE Proposed Recommended Practice" (1988) Ratio to average trip length. s vfp: vehicle fueling position Henderson, City of Edmonds, Washington Young & April 15, 2003 Company Page 18 CITY OF EDMONDS .> MEMORANDUM PLANNING DIVISION 425.771.0220 DATE: August 13, 2008 EET FILE ST TO: Street File for 9803 Edmonds Way FROM: Kathleen Taylor, Associate Planner ( " RE: BLD -2008-0509 PCC RAINWATER HARVESTING SYSTEM On behalf of the Planning Division, I have reviewed the above building permit application. The application complies with the requirements of ECDC 21.90.14013, specific to rainwater towers above -ground. The requirements are listed below. Occupy 10% or less of the setback area adjoining any specific street. The pad will occupy 1.8% of the setback area along 9th Ave W. 2. Do not exceed the maximum height for accessory structures of the zone. The first submittal was unclear as to the actual height of the structure. Upon review of the second submittal, the applicant reduced the overall height of the tower by 1.7 feet from the original submittal. The second submittal provided more detailed information. The maximum elevation of the tower was calculated by using the height rectangle method as detailed in ECDC 21.40.030. The applicant has demonstrated that the actual height will be 14.01 feet from the average grade, approximately one foot less than the allowable 15 feet. Do not create a hazard to users of the street or nearby property. The Engineering department reviewed the application for site distance and visibility concerns related to ingress/egress. The Engineering Department determined the placement of the rainwater tower to be satisfactory and issued approval July 22, 2008. 4. Contain educational components, consisting of illustrated plaques, photographs, and/or other visual aids providing information on the purpose, function and benefits of the tanks in improving water efficiency and sustainability of the developments. The applicant has submitted a copy of the signage to be mounted on the sidewalk side of the rainwater tower. Additional educational components will be included on site and inside the building, as indicated by a letter submitted by the applicant's representative, Velocipede Architects. The letter is dated August 8, 2008, and is located within the street file. 3104 Western Avenue # 102 Seattle WA 98121 (206) 529-9356 Fax: 529-0259 george@velocipede.net www.velocipede.net 8 August 2008 Kathleen Taylor City of Edmonds 121 5th Avenue North Edmonds WA 98020 (425) 771-0220 office (425) 771.0221 fax taylor@ci.edmonds.wa.us STREET FILE VEL CIPEDE architects Immft AUG'- s 2008 BUCITTY OFING DEDMONNDSNT Re: 0738 PCC Natural Market — Edmonds, plan check #BLD2008.0509 Dear Kathleen: In response to your Correction Notice dated 23 July 2008 .(comments #2), please note the following: 1. Plan location of the tank is already shown on drawing RAIN 1.0, dimensions 15' and 14'-8". Tank is centered on the pad, already called out as 12' x 12'. Please advise what other dimensions you require. 2. Elevation of existing concrete path on west side of building is +321.0, and of existing public sidewalk to west of tank pad is +315.75, now shown on drawing RAIN 2.0. Horizontal distance between these two is 16.67 feet and the existing slope is a constant 31.5% from the sidewalk up to the path, now shown on drawing RAIN 2.0. Elevation of existing grade at pad comers is now shown on drawing RAIN 1.0, elevation +320.68 at the east, elevation +316.9 at the west. Averago�thes_e four corners is calculated to be +318.8, which is proposed top of concrete pad. Fifteen feet above that average is +333.8, which_is.above-the_proposed top of the tank at +332.8 by one foot. 3. After further consideration, PCC intends to install a sign adjacent to the rainwater tank to explain its purpose. This sign was already submitted to you with our correction response on 28 July 2008. This sign would be in addition to other signs in the site explaining other features such as the rain gardens. PCC does not want pedestrians walking around the tank.. But the public sidewalk along 100`t' Avenue W is within 6 feet of the tank, allowing passersby to readily view the tank while remaining on the public sidewalk. The educational sign is now proposed to be mounted on a post at eye level next to the tank, rather than on the west face of the tank itself. Location is now noted on drawing RAIN 1.0. 4. Proposed color of the tower will match that of the building wall to its east. Color is "Wildwood" #401 by paint company C2, as now noted on drawing RAIN 2.0. A sample of all three exterior building wall colors is attached for your reference. Changes to our 28 July 2008 delta 2 drawing have been clouded as delta 3 on the resubmitted 8 August 2008 drawing for your review. We trust that the above responses address your concerns and look forward to your timely approval of this permit. Since , orge Ostrow c: Lori Ross, PCC Natural Markets Shawn Oram, Ecotope file Inc. 1g°l� August 22. 2008 • CITY OF EDMONDS tet 51H AVENUE NORIf{ • EDMONDS. WA98020 • (425)171.02-10 • FAx i,a25) 771 0221 Website: wwwo.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering George Ostrow, Architect 3104 Western Avenue, # 102 Seattle, WA 98121 GARY HAAKENSON MAYOR STREET FILE RE: Alternate Design Request for a Rainwater Harvesting System at PCC Market 9803 Edmonds Way Dear Mr. Ostrow, The City is in receipt of your request for Alternative Materials and Methods of Construction Equivalency (letter received July 18, 2008) in accordance with section 301.2 of the Uniform Plumbing Code (UPC) for a Rainwater Harvesting System at PCC Market. The request states that the rainwater will be used to supply non -potable water closets, urinals, and the landscape irrigation system. Should there be insufficient rainwater for the system to function, the system is designed to switch automatically to supply water from the public water system. The public water system is protected from contamination from the rainwater harvesting system with a reduced pressure backflow assembly device and will be tested at minimum on an annual basis by a Certified Backflow Assembly Tester and report submitted to the City of Edmonds and Olympic View Sewer and Water District. The City has reviewed your request in accordance with provisions of UPC 301.2, the Building Official Interpretation policy dated February 25, 2008 and the following information submitted with your request: • Construction plans for the Rainwater Harvesting System: o Sheet RAIN - 1.0 dated 7/15/2008 o Sheet RAIN — 2.0 dated 7/28/2008 o Sheet P2.0 — dated 3/24/2008 o Sheet P2.1 — dated 3/24/2008 o Sheet AO. IT dated 3/28/2008 • Rainwater Pressurization Calculations & Basis of Design dated 6/18/2008 by Shanti Oram, P.E. of Ecotope Consulting Research Design • Structural Calculations dated 5/13/2008 by Eric A. Dann, P.E. of BTL Engineering. • Rainwater Harvesting System Notice and Covenant dated 8/20/2008 to be recorded with the Snohomish County Auditor. The request is hereby Approved. All provisions of the Building Official Interpretation policy, UPC, recorded covenant, approved plans and permit must be followed. Sincerely, Ann Bullis, CBO Building Oficial Incorporated August 11, 1890 Sister City - Hekinan, Japan 40 3104 Western Avenue # 102 Seattle WA 98121 (206) 529-9356 Fax: 529-0259 george@velocipede.net www.velocipede.net 20 June 2008, revised 14 July 2008 Jeannine Graf City of Edmonds 121 5th Avenue North Edmonds WA 98020 (425) 771-0220 office (425) 771-0221 fax graf@ci.edmonds.wa.us 46 VELOCIPEDE architects Re: 0738 PCC Natural Market — Edmonds, alternate design request Dear Jeannine: We are writing to request approval of an alternate design for the above project, in accordance x0th UPC section 301.2. We propose to install and operate a rainwater harvesting system to provide a portion of the domestic supply and irrigation water. Our submittal has.been prepared in accordance with the City of Edmonds Rainwater Harvesting System Plumbing Policy & Permit Procedures, dated 25 February 2008. Our purpose in installing the rainwater harvesting system is to practice and promote sustainable building practices using the U.S. Green Building Council's LEED program. Specifically, we are following the LEED guidelines for Sustainable Sites and for Water Efficiency in order to earn credits towards LEED certification of this project. The rainwater harvesting system is intended to supply 100% of the irrigation water and 67% of the water required to flush interior water closets and urinals, for a combined total of approximately 100,000 gallons of annual potable water savings. Additionally, we will install signs and offer tours to educate store customers and the general public about the rainwater harvesting system. As shown in the engineering drawings and calculations in our permit submittal, the rainwater harvesting system is intended to provide fresh water in sufficient quantity and at suitable pressure to operate the plumbing fixtures and irrigation system. It should be noted that the rainwater harvesting system will not be providing water that is treated to potable standards. However, potable water is not required for flushing water closets and urinals, nor for irrigating landscape plants. Further, should there be insufficient rainwater to serve these functions, the system is designed to switch automatically to municipal supply water so there will be no interruption in service. rge Ostrow c: Lori Ross, PCC Natural Markets Shawn Oram, Ecotope file 7459 GEORGE O y'�ROW STATE (®F 6WA-S;H3 Cr -T0,4 JUL 18 2008 'BUILDING EPARTMENT ,IITY OF � EDMONDS F] t i " 1� CHAPTER 3 GENERAL REGULATIONS 301.0 Materials — Standards and Alternates. 301.1 Minimum Standards. 301.1.1 Approvals. All pipe, pipe fittings, traps, fixtures, material, and devices used in a plumbing system shall be listed or labeled (third -party certified) by a listing agency (accredited conformity assessment body) and shall conform to approved applicable recognized standards referenced in this code, and shall be free from defects. Unless otherwise provided for in this code, all materials, fixtures, or devices used or entering into the construction of plumbing systems, or parts thereof, shall be submitted to the Authority Having Jurisdiction for approval. 301.1.2 Marking. Each length of pipe and each pipe fitting, trap, fixture, material, and device used in a plumbing system shall have cast, stamped, or indelibly, marked on it the manufacturer's mark or name, which shall readily identify the manufacturer to the end user of the product when such marking is required by the approved standard that applies. When required by the approved standard that applies, the product shall be marked with the weight and the quality of the product. All materials and devices used or entering into the construction of plumbing and drainage systems, or parts thereof, shall be marked and identified in a manner satisfactory to the Authority Having Jurisdiction. All such marking shall be done by the manufacturer. Field marking shall not be acceptable. 301.1.3 Standards. Standards listed or referred to in this chapter or other chapters cover materials that will conform to the requirements of this code, when used in accordance with the limitations imposed in this or other chapters thereof and their listing. Where a standard covers materials of various grades, weights, quality, or configurations, there may be only a portion of the listed standard that is applicable. Design and materials for special conditions or materials not provided for herein may be used only by special permission of the Authority Having Jurisdiction after the Authority Having Jurisdiction has been satisfied as to their adequacy. A list of accepted plumbing materials standards is included in Table 14-1. All IAPMO Installation Standards are included in Appendix I for the convenience of the users of this code. They are not considered as a part of this code unless formally adopted as such by the Authority Having Jurisdiction. 301.1.4, Existing Buildings. In existing buildings or premises in which plumbing installations are to be altered, repaired, or renovated, the Authority Having Jurisdiction has discretionary powers to permit deviation from the provisions of this code, provided that such a proposal to deviate is first submitted for proper determi- nation in order that health and safety require- ments, as they pertain to plumbing, shall be observed. 301.2 Alternate Materials and Methods of Construction Equivalency. Nothing in this code is intended to prevent the use of systems, methods, or devices of equivalent or superior quality, strength, fire resistance, effectiveness, durability, and safety over those prescribed by this code. Technical documentation shall be submitted to the Authority Having Jurisdiction to demonstrate equivalency. The Authority Having Jurisdiction shall approve the system method or device when determined to be equivalent or superior. However, the exercise of this discretionary approval by the Authority Having Jurisdiction shall have no effect beyond the jurisdictional boundaries of said Authority Having Jurisdiction. Any alternate material or method of construction so approved shall not be considered as conforming to the requirements and/or intent of this code for any purpose other than that granted by.the Authority Having Jurisdiction I when the submitted data does not prove equivalency. 301.2.1 Testing. The Authority Having Jurisdic- tion shall have the authority to require tests, as I proof of equivalency. 301.2.1.1 Tests shall be made in accordance with approved standards, by an approved testing agency at the expense of the applicant. In the absence of such standards, the Authority Having Jurisdiction shall have the I authority specify the test procedure. 301.2.1.2 The Authority Having Jurisdiction shall have the authority to require tests to be made or repeated if, at any time, there is reason to believe that any material or device no longer conforms to the requirements on which its approval was based. 21 JUL-M2008 BUILDING DEPARTMENT CITY OF EDMONDS . 0 Recording Requested by And When Recorded Mail To: KENNETH A. BLOCH Wolfstone, Panchot & Bloch, P.S., Inc. 1 111 Third Avenue, Suite 1800 Seattle, Washington 98101 Document Title RAINWATER HARVESTING SYSTEM NOTICE AND COVENANT Grantor: PUGET CONSUMERS CO-OP, a Washington non-profit corporation Grantee: CITY OF EDMONDS Assessor's Tag Parcel ID#: 27033600107700 RAINWATER HARVESTING SYSTEM NOTICE AND COVENANT THIS NOTICE AND COVENANT made this 20`h day of August, 2008, by Puget Consumers Co- op, a Washington non-profit corporation ("PCC"), whose address is 4201 Roosevelt Way N.E., Seattle, Washington 98105. . RECITALS WHEREAS, PCC is the sub -lessee of the Lessee's entire interest in two separate ground leases of real property in the City of Edmonds, County of Snohomish, State of Washington, which property is legally described in Exhibit A attached hereto (the "Premises"); WHEREAS, PCC is in the process of installing a Rainwater Harvesting System in according with the plumbing policy and permit procedures of the City of Edmonds; WHEREAS, the Rainwater Harvesting System will be used by PCC to serve only its indoor toilets and all of its exterior landscaping; WHEREAS, PCC is required to maintain the Rainwater Harvesting System pursuant to the requirements of the uniform plumbing code as adopted by the City of Edmonds, including installation and maintenance of a backflow protection system; WHEREAS, the abandonment or removal of the Rainwater Harvesting System requires permits and approval from the City of Edmonds. 1BFP703461.DOC; t/00006.900000/I Rainwater Harvesting System Notice and Covenant - lA C,�.; y? a; • NOW, THEREFORE, in consideration of the right to install and use a Rainwater Harvesting System on the premises, PCC does hereby covenant as follows: 1. The Rainwater Harvesting System installed by PCC shall comply with all of the installation requirements of the City of Edmonds and shall include the installation of a back flow protection system; and, 2. The Rainwater Harvesting System and back flow protection system installed by PCC on the premises shall at all times be maintained in accordance with the policies and procedures of the plumbing code of the city of Edmonds; and, 3. PCC shall not abandon nor remove the Rainwater Harvesting System from the Premises without the approval of the City of Edmonds and issuance of the requisite permits. 4. PCC shall not relinquish its right to occupancy of the Premises without first removing the Rainwater Harvesting System from the Premises in accordance with Paragraph 3 above or alternatively contractually requiring the next occupant to be bound by all of the terms of this Notice and Covenant. 5. Should PCC abandon or remove the Rainwater Harvesting System from the Premises without the approval of the City of Edmonds or issuance of the requisite permits, or relinquish its right to occupancy of the Premises without first removing the Rainwater Harvesting System from the Premises in accordance with Paragraph 3 above or alternatively without contractually requiring the next occupant to be bound by all of the terms of this Notice and Covenant, PCC shall pay the City of Edmonds One Hundred Dollars ($100.00) per full or partial day commencing on the 31" day after receipt by PCC of written notice of the deficiency and an opportunity to cure, that the Rainwater Harvesting System is not removed from the Premises with the approval of the City of Edmonds and requisite permits as reimbursement for the City of Edmonds' administrative expenses of pursuing compliance with Paragraphs 3 and/or 4 of this agreement. The aforementioned One Hundred Dollar per day payment by PCC to the City of Edmonds for breaching the terms of Paragraph 3 and/or 4 shall be in addition to, not in lieu of, any and all other compensatory damages that the City of Edmonds may be entitled to under the law. DATED the day and year first above written. PUGET CONSUMERS CO-OP, a Washington non-profit corporation By: —g Its: C AGREED AS TO FORM: CITY OF EDMONDS By: Its: (BFP703461.DOC;1/00006.9000001 Rainwater Harvesting System Notice and Covenant - 2 0 • STATE OF WASHINGTON ) ss. COUNTY OF ) I CERTIFY that I know or have satisfactory evidence that Randy Lee is the person who appeared before me, on oath stated that he was authorized to execute the instrument, acknowledged himself as the CFO of PUGET CONSUMERS CO-OP, and he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. DATED: August 20, 2008 SHARON A. CH,i4OLER Sharon Chandler NOTARYLSTAATE PUBLIC NOTARY PUBLIC in and for the F W,4SH!NGTONState of Washington, residing SI014 EXPIRESat King County ARN, 14. ?012 My appointment expires / IBFP703461.DOC; 1/00006.900000/} Rainwater Harvesting System Notice and Covenant - 3 0 PARCEL 1: EXHIBIT"A" THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 0051'04" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET; THENCE SOUTH 8845'18' EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 100i" AVENUE WEST AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 0051'04" WEST ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 88044'17" EAST ALONG SAID NORTH LINE, 292.12 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE NORTH 00040'16" EAST 179.92 FEET; THENCE NORTH 88045'18' WEST 160.01 FEET; THENCE SOUTH 0040'16' WEST 60.00 FEET; THENCE NORTH 88045'18" WEST 131.73 FEET TO THE TRUE POINT OF BEGINNING; PARCEL 2: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00°51'04" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET; THENCE SOUTH 88045'18" EAST, PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF I.W" AVENUE WEST; THENCE SOUTH 00051'04" WEST, ALONG SAID EAST MARGIN, 1.19.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION AND THE TRUE POINT OF BEGINNING; • Off' L:Dr1, v OL BUILDING OFFICIAL est g90 INTERPRETATION MANUAL DATE: February 25, 2008 SUBJECT: Rainwater Harvesting System Plumbing Policy & Permit Procedures CODE(S): 2006 edition of the Uniform Plumbing Code Purpose The purpose of this policy is to facilitate conservation of water resources by permitting the use of harvested rainwater to supply certain types of plumbing fixtures in structures (residential, multifamily and commercial) while maintaining adequate public health protection to the public water system. This policy applies to systems intended to capture and store rainwater from roof surfaces for supply to approved nonpotable exterior or interior plumbing fixtures in both residential and non- residential occupancies. Approved nonpotable plumbing fixtures are limited to: water features, irrigation, hose bibs, water closets, urinals, and domestic clothes washers. This policy does not apply to non -pressurized rainwater harvesting systems of any size where all water vessels, tanks, cisterns, equipment and plumbing piping are located wholly outside of any habitable structure and the harvested rainwater is used exclusively only for landscape irrigation. This policy does not apply to Green or Eco roofs. Authority Revised Code of Washington (RCW) Chapter 70.05 and the current adopted edition of the Uniform Plumbing Code (UPC) as adopted and amended by the State of Washington and the City of Edmonds. Definitions In addition to other definitions used in the Edmonds Community Development Code (ECDC), the City's Cross Connection Control Program Manual and the UPC, the following definitions apply to Rainwater Harvesting Systems (RHS): "Authority having Jurisdiction" means the City Building Official. "Auxiliary Supply" means an alternate way of filling a cistern. Page I of 7 "Cistern" is the central storage component of the rainwater harvesting system. "Debris Excluder" means a screen or other device installed on the gutter or downspout system to prevent the accumulation of leaves, needles, or other debris in the cistern/system. "Harvested Water" means rainwater harvested for the purpose of supplying water to approved nonpotable fixtures. "International Building Code (IBC)" means the current adopted edition of the State Building Code. "Piping System" is the system of pipes that conveys the harvested rainwater and distributes it to various fixtures. "Pump or Pressure System" means the mechanical device necessary to distribute the harvested rainwater from the cistern to approved nonpotable fixtures. "Rainwater Harvesting System (RHS)" means a cistern(s), pipe, fittings, pumps, and other plumbing appurtenances required for and/or used to harvest and distribute harvested rainwater. "Roof Drainage System" means the roof drains, overflow drains, scuppers, gutters and downspouts used to convey the rainwater from the roof surface to the cistern. "Roof Surface" means the surface that rainwater harvesting systems rely on for the collection of rainwater that has fallen on a building roof. "Roof Filtration" means a device to mechanically remove sediment and debris. "Screen" means a corrosion resistant wire or other approved mesh having openings in determined sizes per UPC. "Transfer Pump" means the mechanical device to transfer collected water from downspouts to remote cisterns. "Uniform Plumbing Code (UPC)" means the current adopted edition of the State Plumbing Code. Page 2of7 C7 General Provisions • Rainwater harvesting systems (RHS) begin at the point of collection and terminate as waste after the collected water has been used in nonpotable plumbing fixtures. When used for irrigation, harvested rainwater is permitted to infiltrate into the soil. Parts of the collection and distribution system include: the roof surface, gutters and downspouts, the cistern, pump and the piping system. 2. Rainwater shall only be harvested from roof surfaces and shall not be harvested from the following locations: any vehicular or pedestrian area, surface water runoff, any bodies of standing water, decks, and other non -roof areas. Minimum roof slope provisions of the IBC Chapter 15 shall be observed. 3. Rainwater harvested from roof surfaces shall pass through a debris excluder prior to storage in a cistern and shall undergo filtration sufficient to provide for proper functioning of fixtures and valves. 4. The rainwater distribution system shall be designed in accordance with the water distribution system sizing provisions of the UPC. All components of the system unless specifically addressed herein shall meet all applicable provisions of the UPC. 5. There shall be no direct connection of any rainwater harvesting system to an), domestic potable water system. 6. Rainwater harvesting systems are site specific and may be required by the Building Official to be designed by a State Licensed Professional Engineer or State Licensed Plumber. Plans shall include details and sizing calculations of the entire rainwater harvesting system from the point of capture to the supply at the fixture or outlet. 7. Pipe and fittings for RHS system on the exterior of a building shall be of materials approved for exterior use. Pipe and fittings for installation within a building shall be as specified in the UPC. Both piping and fittings shall be installed as required by applicable code standards. All other products used in the construction of a RHS shall be listed as required by code for the purpose intended, and suitable for use. 8. All cisterns shall be installed in accordance with the manufacturer's installation instructions including protection from direct sunlight. All proposed cisterns shall be adequately sized for the intended use. 9. Cisterns may be installed either above or below grade and are permitted to be placed inside a building or structure. Below grade cisterns shall be provided with manhole risers a minimum of 8 inches above surrounding grade. Above grade cisterns shall be supported in accordance with the IBC including seismic anchoring. Where rainwater harvesting pipe and potable water pipe are installed in the same trench, wall cavity, or other location, the potable water pipe shall be separated by a minimum distance of twelve (12") inches from the rainwater harvesting pipe. Page 3 of 7 10. All cistern openings shall be protected from unintentional entry by humans or vermin. Manhole covers shall be provided and shall be secured and locked to prevent tampering. Where an opening is provided that could allow the entry of personnel, the opening shall 11 be marked, "DANGER — CONFINED SPACE". Cisterns shall have adequate access and drainage to allow for inspection and cleaning. 11. Discharge of any diverted or overflow water from the RHS shall discharge to a stormwater conveyance system as approved by the City Public Works Director. Roof & Drainage System Roof surface. The roof surface may be constructed of any material acceptable to the Building Official. Exception: Copper sheathing or roofing materials treated with fungicides, herbicides or fire retardant treated shall not be used. The roof drainage system. Gutters and downspouts used to collect rainwater may be constructed of any material acceptable to the Building Official. Exception: Copper tubing, copper pipe, copper sheet metal, or any materials treated with fungicides, herbicides or fire retardant treated shall not be used. Gutter and downspout systems leading to the cistern shall be fitted with debris excluders. Required Backflow Protection Cisterns which are capable of being filled from both the rainwater harvesting system and the public water system shall be protected from cross contamination in accordance with WAC 246- 290-490, UPC 603.4.5 and the City's Cross Connection Control Program Manual provisions. Premise [solation (RPBA) shall be required for all dual systems installed at a location approved by the Water Purveyor. All required backflow assemblies shall be maintained and tested yearly. Testing must be done by a Washington State certified Backflow Assembly Tester. All backflow assembly test reports shall be provided to the City Public Works Cross Connection Control Inspector. Failure to submit timely reports shall result in Code Enforcement action and penalties may be applied pursuant to Edmonds Community Development Code Chapter 20.110. Labeling of Piping In all buildings where potable water and nonpotable water systems are installed, each system shall be clearly identified. Each system shall be color coded as follows: for potable water green background with white lettering and for nonpotable yellow background with black lettering. All harvested rainwater piping shall be marked "CAUTION: HARVESTED RAINWATER, DO NOT DRINK" or `CAUTION: NONPOTABLE WATER, DO NOT DRINK" every four feet (minimum) along its length (per UPC Table 6-1). Rainwater piping that is concealed within construction shall be marked on both opposing sides of the pipe within each stud or joist bay. Every hose bib or irrigation outlet shall be permanently identified with an indelibly marked placard stating: "CAUTION: NONPOTABLE WATER, DO NOT DRINK." Page 4 of 7 Equipment Room Siltnal!e Every room containing RHS equipment, piping or fixtures shall have a sign posted with the following wording in one inch minimum letters on a yellow background with black lettering: CAUTION: HARVESTED RAINWATER DO NOT DRINK --- DO NOT CONNECT TO DRINKING WATER SYSTEM --- CONTACT BUILDING MANAGEMENT BEFORE PERFORMING ANY WORK ON THIS WATER SYSTEM. This sign shall be posted In a location that is visible to anyone working on or near the RHS system. Alternate Design Request and Approval & Required Permits and Approvals Alternate Design Request and Approval. Rainwater harvesting systems are unique for each application, for this reason each system proposed must be submitted and approved under an alternate design request submitted to the City Building Official (fee required). Alternate design requests must be submitted pursuant to UPC 301.2 stamped and wet signed by a State Licensed Architect or Engineer, and include information, details, analysis, test reports, etc. regarding the equivalency, strength, effectiveness, durability, and safety of the proposed RHS system. Technical documentation shall supplement the request to demonstrate code equivalency. The Building Official shall approve the request for alternate design when determined to be equivalent or superior. It is permissible to submit the Request for Alternate Design concurrent with'the applicable plumbing and other City permit approvals. Required Permits and Approvals. Rainwater harvesting systems are subject to applicable plan review, building and plumbing permit fees and processes. The following permits or approvals are required: I. A Plumbing permit to include the system and all outlets being served by the system. 2. A State Electrical permit for pumps or other electrical controls (issued by the Department of Labor & Industries, Electrical Division in Everett). 3. A Building permit for footings, foundations, towers, scaffolding, roof mounted or platform designs, etc. 4. Rainwater harvesting systems must comply with applicable provisions of zoning regulations including design review, setbacks and height requirements. A Critical Areas Determination is required for some installations. Contact the City Planning Division for applicability. 5. It is the applicant's responsibility to contact the regional office of the Department of Ecology regarding water right application and permit approvals. When State permits are required the applicant has the sole responsibility to obtain all proper State permits. See attached DOE Focus Paper dated June 2007. Permit Application Submittal Requirements The following information is the minimum permit submittal requirements for a RHS: 1. Scaled site plan or plot plan showing: location of water meter, sewer line, RPBA, catch basins, cistern(s), exterior piping isometric, hose bib locations, cleanouts, etc. 2. General Notes are required and shall include: a. Description of how the cistern is cleaned (i.e. sediment accumulation), flushing, vacuuming, etc. Page 5 of 7 w b. Requirements for backflow assembly device test reports for Premise Isolation (original installation and yearly test) c. Required signage on piping, hose bibs, and equipment rooms d. Location of debris excluders e. Explanation and plan of how water demand is diverted when cistern is empty or full f. Water budget consisting of: system demand, potential production considering roof area and average rainfall, size of cistern(s), etc. g. Maintenance schedule for RHS h. Specify existing or proposed roof construction and gutter and downspout materials i. RHS covenant notice. All RHS systems shall be recorded against the Title Deed at the Snohomish County Assessor office. A copy of the recorded covenant shall be provided to the Building Official prior to final installation approval. j. For other roof mounted mechanical equipment located on the roof (existing or proposed) call out location of condensate drains, location of Type I Hood exhaust outlets, etc. 3. Isometric drawing of rainwater harvesting system (including piping and section diagrams), including sizing and dimensions, locations of all RPBA's 4. Domestic potable water system isometric drawing 5. Specifications and manufacturer's installation instructions for: cistern(s) pump(s) filtration and/or disinfection, pre -filtration systems, etc. 6. Provide a detail showing how water is drawn from the cistern, pump and pump components, (minimum 15psi residential pressure at highest outlet served, maximum pressure 80psi) 7. Detail the cistern overflow device (4 inch minimum), the overflow outlet shall be protected with a screen having openings no greater than 0.25 inches, show proposed discharge location of overflow water 8. Provide elevation views of the cistern 9. Roof mounted cistern installations, cisterns installed on a platform, or cisterns located on sloping sites require structural details; where a structural foundation or structural support is required, detailed plans shall be included in accordance with the IBC. The size and complexity of the building, site and RUIS system will determine the necessity for additional information. Inspections Rainwater harvesting systems shall be inspected at underground rough -in and final inspection. A flow test at rough -in shall be performed through the entire system to the point of water distribution and disposal. In addition, the water distribution system shall be tested and proved tight at the operating pressure in accordance with the UPC. All lines and components shall be watertight. To ensure proper system installation, manufacturer's specifications for all equipment must be provided on site to the City Inspector. Other inspections may be required, dependant upon the system components. All backflow assembly test reports must be submitted to the City Cross Connection Control Inspector prior to final installation approval. A copy of the recorded RHS covenant shall be provided to the Building Official prior to final installation approval. Page 6 of 7 i System Maintenance & System Abandonment Rainwater harvesting systems shall be maintained in functioning order for the life of the system. A permit is required for repair or alterations made to the REIS. It is the property owner's responsibility to maintain the system until properly abandoned. Properly abandoned means the removal of the entire RETS or replacement of the REIS piping with an approved potable water supply system. The owner is responsible to record the abandonment with the County (notifying deletion of the system) a copy of the recorded document shall be provided to the City Building Official. RHS abandonment and potable water installation requires a plumbing permit and inspection approval. Future modifications to existing rainwater harvesting systems installed prior to the effective date of this policy shall be in accordance with these guidelines. APPROVED BY 1 f7 15 -- DATE EFFECTIVE February 25, 2008 Page 7 of 7 ...� Focus on. Rainwater Collection and Water Right Permitting WIS01 A 610w i[.11I ECOLOGY ..• Increasing numbers of people around Washington State are considering the use of rainwater to meet some of their water needs. This has raised questions about whether a water right permit is required to collect and use rainwater. Rainwater is a water resource of the State State law defines water resources as "all water above, upon, or beneath the surface of the earth, located within the state." (RCW 43.27A.020) Rainwater is therefore legally considered a water resource of the State. The Department of Ecology (Ecology) is responsible for managing the State's water and recognizes that rainwater collection has many benefits. Regulating the use of small amounts of rainwater was probably not the intention of the statute when it was drafted. Unfortunately, clarifying legislation on this matter was unsuccessful in the 2006 Legislature as well as the past five legislative sessions. Rainwater collection systems The difficulty in defining the permitting requirements for rainwater collection lies in differentiating between the systems that cause little, if any, impact and those that cause impairment to other water right holders or the environment. The department does not require permits for systems using de minimus (negligible) amounts of rainwater (e.g., residential rain barrels or ornamental pond kits storing a few hundred gallons). If not managed, large systems or a significant number of smaller systems could potentially impact existing water rights or harm the environment either now or in the future. Rainwater collection could potentially cause impairment by taking water that would otherwise flow into freshwater streams or aquifers supplying other water right holders and fish. The impact of rainwater collection systems can depend on their size, location, and the number of systems in a particular area. Benefits of rainwater collection Rainwater collection is valued for its many benefits, such as: • reducing polluted runoff, • providing an alternative to fresh water supplies for non -potable uses like irrigation and toilet flushing, • reducing the impact on over -used ground and surface water sources, and • managing stormwater (stormwater management practices do not require a water right permit when there is no consumptive use of water involved). Ecology recognizes that many uses of rainwater are consistent with good water management. Until clarifying legislation is passed, Ecology will continue to balance its support of the benefits of rain collection and use with its responsibility to respond to complaints of potential impairment and to avoid future impairment when possible. For more information: To find out how rainwater collection is being handled in San Juan County, visit Ecology's Web site at. hur_%hvtvw ec►? wa- 1�ro luuzs;'��rhnvro/cjc rwc.hlml A i«1 Original printed on recycled tf you need this publication in an allernale format, please cull the Water Resources Program at (360) 407-6600. Persons with hearing loss can call 71l for Washington RelaY Service. Persons with a speech disability can call 877-833-6341. 4 Date: To: From: Subject: �J LJ MEMORANDUMSTREET FILE February 1, 2008 File — BLD20071181 Jeanie McConnell, Engineering Program Manager PCC Natural Market - Driveway Curb Cut Additional Width 9803 Edmonds Way PCC Natural Market submitted a letter, dated December 28, 2007, requesting additional width for the northwest driveway entering the project site from 100`h Avenue West. Pursuant to Edmonds Community Development Code 18.80.060 Driveway and curb cut requirements, additional width in excess of the standard may be approved as a staff decision in accordance with the provisions of ECDC 20.95.050. PCC Natural Market proposes to widen one existing driveway cut on 100`h Ave W from approximately 35 feet to 44 feet in width. The second existing driveway cut to the north of the subject driveway is proposed to be removed in its entirety. City staff agrees with the basis for this request as stated in the letter from Velocipede Architects, dated December 28, 2007. The proposal is found to be in the public interest and is not seen to create impacts on the immediate adjacent neighborhood. By eliminating one driveway and widening another that is intended for large delivery trucks, hazards to vehicular pedestrian or bicycle traffic should be reduced. DETERMINATION: 1. Additional driveway width up to 44 feet for the southern most driveway access on 100`h Ave W is approved. 2. Removal of the existing, northern most driveway access on 100`h Ave W shall be removed. APPEAL: If you wish to appeal this determination, you must file a letter of appeal by appeal date February 15, 2008. App ved: D e V. Bowman, Development Services Director City of Edmonds 5265 University Way NE Seattle WA 98105 (206) 522-1054 Fax: 529-0259 craig@velocipede.net www.velocipede.net 28 December 2007 Jeanie McConnell City of Edmonds 1215th Avenue North Edmonds WA 98020 (425) 771.0220 office , (425) 771.0221 fax mcconnell@ci.edmotids.wa.us is VELOCIPEDE archir� Re:. 0738 PCC.Natural Market — Edmonds, application #b1d20071181, 9803 Edmonds Way Dear Jeanie: Per Edmonds Community Development Code, section 18.80.060.C, we request additional width for the northwest driveway entering this project site from 100' Avenue W. Our request for a.44 foot wide driveway is based on the following: Conformance to the provisions of the comprehensive plan In the 2003 Comprehensive Plan, Commercial Land Use section E regarding Goals for the Westgate Corridor, the SR -104 corridor is desired to remain as uninterrrupted as possible and to promote traffic flow. The existing driveways into the project site from SR -104 are proposed to remain unchanged, whereas the driveway that is proposed to be changed is not on SR, 104. Needs of the applicant The ongoing delivery of products to and removal of recycling and waste from a grocery store require safe and convenient access for trucks from arterial streets to the loading dock of the store. The additional northwest driveway width better facilitates truck maneuvering to the loading dock. Benefits to the general public The goal of the additional driveway width is to focus truck access at the northwest'driveway from 100'' Avenue W instead of the two south driveways from Edmonds Way. This focus leaves the south driveways for customer vehicle access and avoids bringing trucks through the customer parking area. Also, relocating the south radius of the northwest driveway to align with the north sides of the parking islands to its east provides a more direct approach for customer vehicles entering and leaving the site at this driveway while keeping them further south of the loading dock area. Impacts on the immediate neighborhood No impact is expected on the immediate residential neighborhood, which lies several hundred yards north of the driveway along 100' Avenue W and which is away from the primary route of truck traffic to the project site. 1 PCC Natural Market — Edmands page 2 •"r Jeanie McConnell O '28 December 2007 Hazards to vehicular: pedestrian or bicycle traffic The additional driveway width will reduce hazards to traffic on the two arterial streets adjacent to the project site for the reasons stated above. Since y, , George Ostrow c: Lori Ross, PCC Natural Markets Lach Foss, Woodman Construction file i STREET FILE �ECZ;VED PIONEER rr`6AAL1980 RECEIVED TITLE INSURANCE APR 3 1950 Dir. Of PI'hlir l,Vnrks Edmonds City Clerk April 2, 1980 9 a o 3- p M aN 05 W a% ALBERTSONS INC. P.O. Box 20 Boise, Idaho 83726 Attn: Robert Baker Re: Our Order and Escrow !: No. F-207650 Nelson/Albertsons Dear Mr. Baker: Pursuant to our telephone conversation and in regards to the above mentioned transaction, please find enclosed a copy,of that Statutory Waranty Deed between Amanda Pauline Nelson and Albertsons Inc. and a copy of the amended Deed showing corrected notary acknowledgment. As you requested, we also sent copies to Irene Moran, c/o City Clerk Edmonds, Washington. Very Truly Yours, PIONEER NATIONAL TITLE INSURANCE COMPANY Snohomish County.Office Linda Lindsey Escrow Officer 11 encl. (s) SNOHOMISH COUNTY OFFICE Pioneer National Title Insurance Company S.E. Corner Colby and Pacific P.O. Box 750 Everett, Washington 98206 206 259 4111 South Area 206 743 3621 ATICOR COMPANY ml IsCEOW NO. 7-207650-5 F- L30 Statutory Warranty Deed ,;,.'THE GRANTOR DORIS E. DOCKTER, guardian of the person and estate.of Amanda. Pauline Nelson, a disabled person, for and I, canddemLion of ONE DOLLAR end• other valuable _� _t4 end paid, sed wan%ou to AUERTSON 6 INC.' , • Delaware corporation ' the following dmrawd rem estate, wituated in the County of Snohomish, State of 41The West Ulf of the North Half of the Northwest Quarter of the Northwest Quarter of the Northeast Quarter. Section 36, Township 27 North, Range 3 EWM. EXCEPT the Worth 210 feet thereof and EXCEPT the East 125 feet of.Lhe remainder and EXCEPT the West 37.50 feet for road., This instrument is given to replace that Statutory Warranty Deed recorded under Auditor's File No.,7906050116 which had a defective notary,acknawledgement. % Excise Sales Tax was paid June 5, 1979, Receipt No..9156 Revenue Stamps due were affixed on that Statutory Warranty Dead rotord e d under Auditor's File No..7906050116. �RZAL EST 1T= SAILE- WOUNT PA�W REMPT 4, Dated this 4th day of'. May. 1979,, Doris K. Docktar, guardian or the person,and estate of Amanda Pauline (SEAL) dtsubicd per.... ?'STATE _'QFjA SHINGTON to ",jXh�qV,qApon&hy appeared btfor; me :41 Doris K. Dockter' t"ZI - -. --t-c-lbe the lbdl.idW dm6bed in and who muted the within and foregaLat fostrument, and adLw-kdpd that sbe.. dped 04 same u her Iron and voluntary act and deed, for the um and Purposes thititia meat Ioned GIVEN under my hand and ankfa .1 thf,y of March, I Al V,- I ri JI -1,11 stay Pblic i. I t e slase of hiqlo., ""dW8 Everett 664 PAC 600401UU62 E 2&32 J 1.4 $1.Ct VOL'# PACE REQ OF Mo UTWI TM Enm ty f. Sh0.40MISH C%N7Y OFFIZ: too ' APR Q11980 lrew,ur 0-8 t PIONEER NATIONAL TIM INSURANCE Pjr C,j tD ATIODA COUPWAY Filed for Record at Request of CD AFTER RECORDING MAIL TOe O ml IsCEOW NO. 7-207650-5 F- L30 Statutory Warranty Deed ,;,.'THE GRANTOR DORIS E. DOCKTER, guardian of the person and estate.of Amanda. Pauline Nelson, a disabled person, for and I, canddemLion of ONE DOLLAR end• other valuable _� _t4 end paid, sed wan%ou to AUERTSON 6 INC.' , • Delaware corporation ' the following dmrawd rem estate, wituated in the County of Snohomish, State of 41The West Ulf of the North Half of the Northwest Quarter of the Northwest Quarter of the Northeast Quarter. Section 36, Township 27 North, Range 3 EWM. EXCEPT the Worth 210 feet thereof and EXCEPT the East 125 feet of.Lhe remainder and EXCEPT the West 37.50 feet for road., This instrument is given to replace that Statutory Warranty Deed recorded under Auditor's File No.,7906050116 which had a defective notary,acknawledgement. % Excise Sales Tax was paid June 5, 1979, Receipt No..9156 Revenue Stamps due were affixed on that Statutory Warranty Dead rotord e d under Auditor's File No..7906050116. �RZAL EST 1T= SAILE- WOUNT PA�W REMPT 4, Dated this 4th day of'. May. 1979,, Doris K. Docktar, guardian or the person,and estate of Amanda Pauline (SEAL) dtsubicd per.... ?'STATE _'QFjA SHINGTON to ",jXh�qV,qApon&hy appeared btfor; me :41 Doris K. Dockter' t"ZI - -. --t-c-lbe the lbdl.idW dm6bed in and who muted the within and foregaLat fostrument, and adLw-kdpd that sbe.. dped 04 same u her Iron and voluntary act and deed, for the um and Purposes thititia meat Ioned GIVEN under my hand and ankfa .1 thf,y of March, I Al V,- I ri JI -1,11 stay Pblic i. I t e slase of hiqlo., ""dW8 Everett 664 PAC 600401UU62 E 2&32 J 1.4 $1.Ct VOL'# PACE REQ OF Mo UTWI TM Enm ty f. Sh0.40MISH C%N7Y OFFIZ: too ' APR Q11980 lrew,ur 0-8 t 3S` .. �Z=.2,07G._c 1 THIS SPACE RESERVED FOR RECORDER'S USE: ILE 1'n-; I: 11ECORDLD REQ icF FIGNEFE i:A'ICN'L TILE I ,qr ,rrr ,,pANi SNOHOMISH COJINI i Y OFFICE 9'00 JUN 0 51979 A.M. HENRY B. WHALEN, AUDITOR SNOHOMISH COUNTY, WA RECEIVED APR. 3 1980.: : E:imonds City Clerk lil ':i. lic: 1111`• _ (v c) s W...~+.. Statutory Warranty Deed THE GRANTOR DORIS K. DOCKTER, guardian of the person and estate of Amanda Pauline Nelson, a disabled person, for and in consideration of One Dollar and other valuable consideration in hand paid, conveys and warrants to ALBERTSON' S, INC., a Delaware corporation the following described real estate, situated in the County of Snohomish , State of Washington: West 1/2 of North 1/2 of the NW 1/4 of the NW 1/4 of the NE 1/4, Section 36, Township 27 North, Range 3, E.W.M. EXCEPT the North 210 feet thereof and EXCEPT the East 125 feet of the remainder and- 5 EXCEPT the West 37.50 feet for road. v (5-71 REAL ESTATE SALES TAX A,V:OUrJT aA;D___ • •Cv RECE1?T 5 1979 Kh3E Cgi-y 'rias :r L Dated this IA day, of / ' i�%� /9 7 I.L�L=s�`�� ✓�)/� �� (SEAL) Guardian of the person and estate - ----------of--Amanda Pauline Nelson, a disabled _ Pe_r$ (SEAL) STATE OF WASHINGTON,r SS Recorder's __ Note.;_..•_, Not or is l seal not t affixed . County of Snohomish On this day personally appeared before me DORIS K. DOCKTER to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 11_ day of ��GZ-� 9 7 9, Notary PubtC ' and for the ate of Washington, residing atao ,' '1 n h {1 •- PIONEER NATIONAL TITLE INSURANCE ATICOR COMPANY Filed for Record at -Request of AFTER RECORDING MAIL TO: LTJ• . s .. �Z=.2,07G._c 1 THIS SPACE RESERVED FOR RECORDER'S USE: ILE 1'n-; I: 11ECORDLD REQ icF FIGNEFE i:A'ICN'L TILE I ,qr ,rrr ,,pANi SNOHOMISH COJINI i Y OFFICE 9'00 JUN 0 51979 A.M. HENRY B. WHALEN, AUDITOR SNOHOMISH COUNTY, WA RECEIVED APR. 3 1980.: : E:imonds City Clerk lil ':i. lic: 1111`• _ (v c) s W...~+.. Statutory Warranty Deed THE GRANTOR DORIS K. DOCKTER, guardian of the person and estate of Amanda Pauline Nelson, a disabled person, for and in consideration of One Dollar and other valuable consideration in hand paid, conveys and warrants to ALBERTSON' S, INC., a Delaware corporation the following described real estate, situated in the County of Snohomish , State of Washington: West 1/2 of North 1/2 of the NW 1/4 of the NW 1/4 of the NE 1/4, Section 36, Township 27 North, Range 3, E.W.M. EXCEPT the North 210 feet thereof and EXCEPT the East 125 feet of the remainder and- 5 EXCEPT the West 37.50 feet for road. v (5-71 REAL ESTATE SALES TAX A,V:OUrJT aA;D___ • •Cv RECE1?T 5 1979 Kh3E Cgi-y 'rias :r L Dated this IA day, of / ' i�%� /9 7 I.L�L=s�`�� ✓�)/� �� (SEAL) Guardian of the person and estate - ----------of--Amanda Pauline Nelson, a disabled _ Pe_r$ (SEAL) STATE OF WASHINGTON,r SS Recorder's __ Note.;_..•_, Not or is l seal not t affixed . County of Snohomish On this day personally appeared before me DORIS K. DOCKTER to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 11_ day of ��GZ-� 9 7 9, Notary PubtC ' and for the ate of Washington, residing atao ,' '1 n h {1 •- 9-1 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.ci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT jh c 1 go10 Planning •Building •Engineering June 8, 2005 Albertson Incorporated '250 Parkcenter Boulevard Boise, ID 83726 RE: Sight Distance Obstruction on 9803 Edmonds Way, Edmonds, WA GARY HAAKENSON MAYOR Our records indicate that you are the owner of the subject property at 9803 Edmonds Way in Edmonds, Washington. We have received a complaint that the vegetation on your property at the corner of Edmonds Way (SR104) and .100th Avenue West is making it difficult for drivers to see around the corner. Specifically, the red -leafed hedge is creating a severe sight distance problem. City of Edmonds staff has investigated the matter and determined that the hedge in question does, in fact, create a sight distance hazard per Edmonds Community Development Code (ECDC), Street Obstructions, Chapter 9.25 (copy enclosed). In order to reduce the hazard and enhance public safety, the City of Edmonds 'is requesting that vegetation within ten feet of the adjacent street rights-of-way be removed or trimmed to a height of no more than three feet. This should significantly improve safety and. sight distance for drivers and pedestrians. Please complete the modification and trimming by June 28, 2005. Your cooperation in bringing your vegetation into compliance is appreciated. Please feel free to call me with any questions at 425-771-0220, Ext. 1329. Sincerely, DARRELL C. SMITH, P.E. Traffic Engineer DCS/cmc Enclosure . c: Mike Thies, Code Enforcement Officer Jim Kammerer, Street Division Manager S:\ENGR\ED\Letters\Ed=ndsWay -9803.doc • Incorporated August 11, 1890 • Cic4or (�i1•tr _ Nolrinan .Tanan _— 8 9 _ 1 9 9� CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS. WA 98020 • 1206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation • Engineering September 22, 1992 Patty Morgan J.T. Daley AIA 200 North 6th Boise, Idaho 83702 RE: ALBERTSONS #694 LAURA M. HALL MAYOR At the recommendation of the City Attorney, it has been determined that the parking lot lease agreement is not the adequate form of documentation to allow flexibility within Sections 504, 505 'and 506 of the Uniform Building Code for location of buildings on property, openings of exterior walls and allowable areas. The parking lot area is for the purpose of satisfying Planning related conditions for parking. A more proper legal form would be a "no building" easement executed by the owner of the property to assure the City that distances to the property line of the existing Albertsons building would not be jeopardized in the future by the construction of a new building. The non -conformity of Albertsons is permitted to remain but all new construction must move toward meeting requirements of the current edition of the 1991 Uniform Building Code. Thank you, nine L. Graf Acting Building Official JLG/cic • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan STR EET FILE, DUFFY,- LAWYER & KUMPF, INC. CIVIL ENGINEERS & LAND SURVEYORS 17 September 1992, 9625 ALBERTSON'-S, INC. EXPANSION OF STORE I 454 230th Street S:W. & 100th Avenue W. Edmonds, Washington Modifications to.Traffi.c Guidance Modifications to Utili--ties & Storm•Drainage Budget Estimate of Construction Costs: Street & Entrances $19,100 31,5 Drainage 12,400 LZ Gas 600 Power 600 Water 12,300 Total $45,000 Es4 . 30� Ilk Qj I,- Z-3-57/ . W W W /P -C dGrc•c .r � —I.�O / /S � �ai I) . I n P �. �y �l � f• � �/ . �I f�?.ii � Kl•C y�e/sr 3K r� P'3'.�C•� /�'t. . VI N N coo ><s " T!`C r�u�C�^!!�: 9rld�%z/ ��l/ isse�c/`1LG/y /l•cpl,,•vlvar . C4 r r �Gw y .. �16 ►n ! �� t ie/ -GI► f� SGL y S� �e �L k� �S r- �il�°-a-r-r' o'� �f Zto ..P l tll'i`-4�' S l2 GS I. p`.t� 4,0 4 •V.S-�. T '�f. s� �i�j w�l'l ,�ed �C-Gv �-O - �'f. o��ad z+`lo,.. a ��-lac. f ♦ I i� 7 J 5 r0 � �Ll� • C/! ✓c✓/� ® L „V / • ¢�+✓ lt/CH�'!C� . ;3 8,7 ! "C fe / 17 6 s Y %vi. V40 r .17 if . � • Mrs," QV _ _ Duffy, Lawver & Kumpf, Inc. Consulting Engineers =' Suite 208 Colman Building 8,11 First Avenue K„ r,,, Seattle, WA 98104 y w� a \ r13 s tr�erra �.� Duffy; Lawver & Kumpf, inc. Consulting Engineers- Suite.208 Colman Building 811 First Avenue -.Seattle, WA 981'04 DUFFY,. LAWVER & KUMPF, INC. CIVIL ENGINEERS & LAND" SURVEYORS ESTABLISHED IN SEATTLE IN. 1905 210 COLMAN BUILDING SEATTLE, WASHINGTON 98104 (206) 622-0885 ..30 September 1992 City..of Edmonds Community. Services Department Engineering Division 250 Fifth Avenue, Edmonds, WA 98020 DL&K FILE 9625 Attention: Mr. Gordon Hyde Subject: Albertson's Store 454 Expansion Gentlemen: Transmitted herewith, in accordance with your instructions, are the following: 1 - Mylar Reproducible DL&K, Inc. Dwg. 9625 T-1 Modifications to Traffic Guidance 1 = Mylar Reproducible DL&K, Inc. Dwg. 9625 U-1 Modifications to Utilities & Storm Drainage Please note, the drawings referred to as U-2 and U-3 are: U-2 Olympic View Water District Standard Water Details U-3.Olympic View Water District Standard -Specifications The discharge from foundation drains has been directed to a drywell bed system as your office has suggested. Your approval will be appreciated. Yours truly, Duffv„ Xa�iver & Kumon. Inc -- B .'Dea ne President BDM/mm Enclosures Vis, P.E. JOHN T. DALY, arch ct Central Station - 200 N. 6th • Boise, Idaho 83702 208-343-4635 • FAX 208-343-1858 July 23, 1992 Mr. Gordon Hyde City of Edmonds Community Services Department Engineering Division 250 50th Ave. North Edmonds, WA 98020 RE: _Albertson's No. 454 9803 Edmonds�Way Edmonds -,–WA— --� Project No. 92041 Dear Mr. Hyde VIECEIVED JUL 2 4 1992 PERMIT COUNTER The above referenced project currently has 5 foot wide existing sidewalks along 100th Ave. N and 230th St. SW, scheduled to remain. It is understood that the current City Ordinance requirement for sidewalk width is 7 feet. Therefore, we are requesting a waiver of the ordinance from your department so that the existing sidewalk can remain as scheduled. Please review and comment. We look forward to starting this project in the near future. If you have any questions, please call (collect). Sincerely, JOHN T. DAW .�6 tricia Morgan Pm: ms , ARCHITECT cc: Roberti. Alberts, City Engineer j Robert Chave, Planning Manager Greg Johnson, Albertson's Inc. PF&JECT NOTIFICAT a � � �1U r h U D U o Z E% • C U` 1 EPA4.0-ND.'Ws . 04 .Y PROJECT DESCRIPTION - eel ' ` e-ch41117e% zit T70� YD STAFF CONTACT DATE 5-- / - 92 PROJECT VICINITY CITY OF EDMONDS r101A irut, 1NU. -a- P TRANSPORTATION VR; I pn I 1 861100 P E . PrC^-rhau ALBERTSON'S INC. c/o Mr. Jim Wieben CDA ARCHITECTS 4201 198th St. S.W. Lynnwood, WA 98036 ..1.9. 5`... .... .. b ..5. P . PLANNING & ENGINEERING, INC. 2101 . 1121h AVENUE N.E.. SUITE i 10 - BELLEVUE. WASHINGTON 98GC4 March 11, 1992 Re: Proposed Albertson's Food Center Expansion SR 104 at 104th Ave. W., Edmonds, WA Traffic Impact Study Dear Mr. Wieben: TELEPHONE (206) 455-5320 FACSIMILE (206) 453-7180 We are pleased to present this traffic impact study for the proposed expansion of Albertson's Food Center #454. The project is located at the northeast corner of the Edmonds Way (SR 104)/100th Ave. W. intersection in Edmonds, . Washington. The existing store will be expanded by 5,743 square feet. We have visited the project site and surrounding road network, and have discussed the scope of this study with Mr. Gordon Hyde, Traffic Engineer, City of Edmonds. PROJECT DESCRIPTION The existing Albertson's store consists of 29,716 square feet. The proposed Albertson's Food Center expansion is 5,743 square feet. Figure 1 is a vicinity map showing the location of the project site and the surrounding street network. Figure 2 shows a preliminary site plan dated January 17, 1992. The plan shows a 35,459 sq. ft. (29,716 + 5,743) Albertson's Food Center #454 along with a 267 on-site car parking lot and access points onto the existing road network. The access to the project site is provided by two driveways on Edmonds Way (SR 104) and two driveways on 100th Ave. West. The expansion will occur on the west side of the existing building. The loading dock and ramp will be moved westward. About 11 existing parking stalls located west of the building will be removed. The existing north driveway on R030792 -RPT Fnull __FFwE, ItIG. 010 ALBERTSON'S INC. do Mr. Jim Wieben March 11, 1992 Page -2- 03.11.1:?2 N0. 3 100th Ave. W. will be relocated southward. Also, two parking stalls immediately south of the existing south driveway on 100th Ave. W. will be removed, and a curb with a larger turning radius will be installed. This will allow trucks to enter the driveway from 100th Ave. W.'immediately turn right into the westernmost parking aisle, then back into the loading dock. Full development of the proposed expansion of Albertson's Food Center #454 is expected to occur by 1993, therefore 1993 is used as the horizon year for the purposes of this study. EXISTING PHYSICAL CONDITIONS The project site presently is a developed site with the existing 29,716 sq. ft. Albertson's store and a 24,440 square foot bowling alley. Roadway Facilities Figure 3 shows existing traffic control, number of roadway lanes, number of approach lanes at intersections, and other pertinent information. The primary roads within the study area are Edmonds Way (SR 104) and 100th Ave. West. Edmonds Way is a five lane arterial (two in each direction and one two-way left turn lane) with a posted speed limit of 35 MPH adjacent to the proposed project site. Edmonds Way is a state highway designated as SR 104. The existing land use along Edmonds Way adjacent to the proposed project site is generally mixed commercial. 100th Ave. W. is a five lane north/south arterial (two lanes in each direction and one two-way left turn lane) with a posted speed limit of 30 MPH adjacent to the proposed project site. 100th Ave. W. has commercial development adjacent to the proposed project site, and to the north of the proposed project the land use is generally residential. Transit Facilities Community Transit currently operates one transit route (No. 416) on Edmonds Way and one commuter route (No. 150) on 100th Ave. West. There are existing bus stops on both of these routes near the project site. E030792.RPT ALBERTSON'S INC. c/o Mr. Jim Wieben March 11, 1992 Page -3- Pedestrian Facilities Pedestrian sidewalks are provided on both sides of Edmonds Way and 100th Ave. N. adjacent to the proposed project site. Crosswalks and pedestrian push- buttons exist on all legs of the Edmonds Way (SR 104)/100th Ave. W. intersection. EXISTING TRAFFIC CONDITIONS PM peak hour turning movement counts were conducted by Transportation Planning & Engineering, Inc. on March 3, 1992, during the hours of 4:00 to 6:00 PM at the intersection of Edmonds Way (SR 104)/100th Ave. W. and at all four driveways serving the Albertson's store. The results of these PM peak hour traffic counts are given in Figure 4. A left turn queue length count for southbound traffic was also conducted at the intersection of Edmonds Way (SR 104)/100th Ave. N. on the same date and time. The results of this queue length count are shown in Figure 5. The existing southbound left turn lane is defined by a raised curb and traffic island, and normally holds only five cars. The sixth car in a queue extends out of the left turn lane into the adjacent through lane. During the two hour queue count, queues of six or more vehicles occurred during 23 of the 75 signal cycles. Level of Service Analysis Level of service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A, B and C are high, D is moderate, and LOS E and F are low. Table 1 shows calculated levels of service (LOS) for 1992 conditions at the Edmonds Way (SR 104)/100th Ave. N. intersection and all the four driveways. The LOS were calculated using the procedures in the Transportation Research Board Highway Capacity Manual - Special Report 209, 1985. The LOS shown indicate overall intersection operation at signalized intersections and worst case traffic approach movement operation at stop sign controlled intersections. At E030792.RPT FROM TP&E. INC, N ALBERTSON'S INC. c/o Mr. Jim Wieben March 11, 1992 Page -4- lJ 1992 19: 55 ft 1Yf signalized intersections, LOS is determined by the calculated average delay per vehicle. At two-way stop sign controlled intersections, LOS is determined by reserve capacity. Reserve capacity is the number of new vehicles that can be added to a traffic movement before the operational conditions deteriorate and motorists begin to experience serious backups and delays (LOS F). Daily Sales Volume Information on sales volume and number of customers at the existing Albertson's store was provided by Albertson's for the month of February, 1992. Detailed analysis of the data shows that the peak hour of sales volume occurs during the period of 4:00 to 5:00 PM. These data are summarized in Tables G and 7. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figure 8 shows projected 1993 PM peak hour and average daily traffic volumes without the project. These volumes include the existing (1992) traffic volume counts plus background growth. The growth factor used in this report is 5.5% per year, determined from the historical traffic data on SR 104 from WSDOT's, 1990 Annual Traffic Report. TRIP GENERATION AND DISTRIBUTION The proposed Albertson's Food Center Expansion Project is expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as given in Table 2. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Fifth Edition, 1991. The vehicular trip rate for a supermarket (ITE Land Use Code 850) on an average weekday is not given in the ITE trip tables. Since a shopping center is a similar type of retail facility (many shopping centers include supermarkets) the trip generation rate for a shopping center (ITE Land Use Code 820) was used to represent the supermarket trip generation for the purposes of this study. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. These trip generation values account for all site trips made by all vehicles for all purposes, including customer, employee, visitor, and service and delivery vehicle trips. E030792.RPT . 1 1 f' G r 1 11 L. M ALBERTSON'S INC. c/o Mr. Jim Wieben March 11, 1992 Page -5- V J. 1 1. 1 7 7 - 1 7. J 0 it V. V 1. I f�E The existing store driveway counts reveal that a somewhat higher number of trips are occurring during the PM peak hour (36 trips) than the number predicted by the ITE Trip Generation Fifth Edition, 1991, for Shopping Center (ITE Code 820) and Bowling Alley (ITE Land Use Code 494). This higher number of trips indicates that the existing store may be somewhat undersized for the use it is currently experiencing. In other words, the existing 29,716 sq. ft. store is already producing a trip generation that would be expected of a somewhat larger store. A pass -by trip is an existing trip that comes directly from the traffic stream passing the facility on the adjacent road system and does not require a diversion from another roadway. Trip Generation, Table VII -3 for Land Use 850 (Supermarket), provides an average value of 42% for weekday pass -by trips based on PM peak hour traffic. The Snohomish County "Transportation Impact Payment Schedule" dated Feb. 9, 1991 provides an average value of 40% pass -by trips for supermarkets. It is a common observation that people tend to avoid making new trips during peak hours, so that a substantial number of the trips generated in peak hours are already on the road during peak hours. This makes the percentage of pass -by trips high during the PM peak hour. As shown on the trip generation table, the lower value of 40% pass -by trips for the supermarket was used. Figure 9 shows the estimated trip distribution and the calculated site - generated traffic volumes. The distribution is based on the characteristics of the road network, existing traffic volume patterns, the location of likely trip origins and destinations. FUTURE TRAFFIC CONDITIONS WITH PROJECT Figure 10 shows the projected 1993 PM peak hour and average daily traffic volumes with the proposed project. The site -generated PM peak hour traffic volumes shown on Figure 8 were added to the projected background traffic volumes shown on Figure 9 to obtain the Figure 10 volumes. Table 1 shows calculated LOS for future with and without project conditions at the pertinent road intersections. The proposed expansion of the Albertson's Food Center #454 will not significantly impact the adjacent streets. Peak hour levels of service will remain the same at the site driveways and at the Edmonds Way/100th Ave. W. intersection. E030792.RPT r ALBERTSON'S INC. c/o Mr. Jim Wieben March 11, 1992 Page -6- The City should consider removing the existing raised traffic island located on 100th Ave. W. between the two way left turn lane and the southbound left turn lane at Edmonds Way. This would allow southbound left turn traffic to queue into the two way left turn lane, rather than the adjacent through lane. However, a disadvantage of removing the island might be that it would become physically possible to make a left turn from the south Olson's driveway into the two-way left turn lane. This movement should continue to be prohibited due to the proximity of this driveway to the signalized intersection. If you have any questions please call Mr. Masood Mirza or me. Very truly yours, TRANSPORTATION PLANNING & ENGINEERING, INC. David H. Enger, P.E Vice President MM/bab E030792.RPT r rtUrl Irxt, if+lam, TABLE 1 ` PM PEAK TOUR, LEVEL OF SERVICE SUMh1A.RY 1993 W1 0 1993 W1 DESCRIPTION EXISTING PROJECT PROJECT Driveway #1 A A A [743] [726] [725] Driveway #2 D D- D [175] [153] [143] Driveway #3 A ' A A [658) [642] [638] Driveway #4 D D D _ [181] [166] [161] Edmonds Way (SR 104)/100th Ave. C C C. W. (20.3) .(21.5) (21.6) Number in parenthesis () is the average stopped delay in seconds per vehicle for the intersection as a whole, which determines the LOS for a signalized intersection, per the 1985 Hikhway Capacity Manual. ° Number in brackets [ ] is the reserve capacity for the worst case minor' approach traffic movement, which determines the LOS for a minor -leg stop sign controlled intersection, per the 1985 Highway Capacity Manual, E030792.RPT ZI/ ii. i7;_ I :j 0 t7\ LLJ O X Lit C)f 0 F- U) V) z 0 (f) F- a� Lti cri -i of 0 F- CO C) LL Li Of 0 LLJ O X Lit C)f 0 F- U) V) z 0 (f) F- a� Lti cri -i of 0 F- CO C) LL Li Of FROM TP&E, INC. G3. 11. 1992 20;01 N0. 8 P,1� EXISTING CONDITIONS TRAFFIC STUDY FOR ALBERTSONS STORE (EXPANSION) �PE�CG3RF� r null ir'wt, 1fIG, EXISTING PM PEAK HOUR TRAFFIC VOLUMES TRAFFIC STUDY FOR ALBERTSONS STORE (EXPANSION) FIGURE U) W D W CL o c) Zo 0 �o .0 0� Z Z)� Q M � M �z �-- o 0 U) M O 1 --�_ M N N O S310,kO IVNOIS OI3J1U130 'ON lb1Ol 00 w Dw D 0 z OCO w J U w U- 10 O z J z Q Q Z � X DLJw 1-1 I- > w LL- Q cr J E_-- O F - p O Z � � 0 CO } L, L ck� �- w 0 C/) -i D -iC/)z Q Clf O =Fo z Lli _U J.� E LLQ F- A iY V/ z Q §4 2 0 0 D % OF DAILY SALES VOLUME Op 7 n 1 �• 1 1 1 , , 1 I , , , I 1 1 I 1 , , • I • 1 . . . • , • 1 , 1 I 1 1 1 . I I 1 1 • • / 1 . . 1 1 . 1 , , 1 I 1 • , , • 1 1 1 • 1 t 1 1 p • • • 1 1 , . 1 1 f 1 • 1 . 1 • . • 1 . 1 , • • , • g • 1 1 1 I , . 1 1 . • 1 1 • 1 . . 1 1 . 1 1 • • 1 1 , I p. 1 1 • 1 1 1 • 1 • 1 1 • I . , / . 1 • 1 1 1 . / , / I � 1 � 1 • • 1 , . • • ; f / 1 . , / • 1 / • 1 r • . 1 . 1 . . . , , 1 • 1 t f , 1 I . I . 1 1 • . • 1 1 I � . , • / • / 1 1 1 . . • 1 1 1 1 � 1 1 , / / 1 • . 1 1 1 � �. J, . . , • 1 1 . I : AZT ; -� 1 ; • 1 , 1 I 8 1 1 1 1 1 t • . I 1 I • 1 . . / I 1 • • 1 . 1 1 . 1 . 1 1 1 • 1 . • • 1 / . *K1 `A . 1 A • • 1 1 • • • • 1 f , 1 1 / 1 1 ,�. 1� / 1 1 / • / 1 • 1 • I • . I 1 1 1 1 • 1 a 1 • 1 1 a • • 1 • 1 • • 1 / • 1 �I � � : ' / : • 1 1 1 1 1 1 1 1 / 1 / / • I �1 � / 1 1 . � 1 • 1 1 1 1 1 I 1 , 1 / 1 • . I { 1 •y•• 1 • l f� I • •r•• • I 1 1 1 1 I 1 1 1 I 1 1 8 : 1 1 1 • •..�• �•ti JJ��r 1 f 1 • I 1 1 1 • 1 . • 1 ,�•• • Y J�1 , , 1 I 1 / 1 1 1 . 1 • • 1 1 1 I f • • 1 1 , , 1 1 w 1 1 1 1, V , Q : : � 1 • , • 1 • • 1 I • 1 • v • i. • 1 I 1 1 1 9 '• �, 1 . : . � 1 : 1 1 1 . . 1 . 1 • 1 1 ^j / 1 1 1 1 1 1 / 1 . , • ♦ • • 1 / . 1 1 / / . 1 I • 1 FROM TF&E, IMC, U.: 5.11, 17'dL LU%f94 - fYV, o ". r, a. 1993 PM PEAK HOUR TRAFFIC VOLUMES W/O PROJECT TRAFFIC STUDY FOR ALBERTSONS STORE (EXPANSION) FIGURE r r.uvi Ir'&t. 114 l:, u.. I I . 1 zU'. li_ r.io SITE -GENERATED TRIPS & DISTRIBUTION TRAFFIC STUDY FOR ALBERTSONS STORE (EXPANSION) FIGURE I I. VII Ir -u TTTC, _ !Jr ll, 1 _4 - Q• ,:J 1993 PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT I �� ( FIGURE TRAFFIC STUDY FOR ALBERTSONS STORE (EXPANSION) io FROM rpac. zuc. ., ` no. o r^�:v 1985 HUM: SIGNALIZED ITIONS SUMM= REPORT INlEJRSFCTlON..EDMONDS WAY (SR M)/10010 AVON. 0REA l,0'�.....UTHER (\NALYS[....... M.M DATE..'.......03-09-1992 TIME .......... P.M. PEAK HOUR CUMMLNl....... EXISTING TRAFPlC ------- ------------------------------------------------------------------- VOLUMES : GEOMETRY EB WB NB S8 : EB WB NB SB Lr 61 103 220 209 : L 12.0 L 22.() L 12.0 L 12.0 lH 50V 636 571 304 x T 12.0 T 12.0 T 12.0 T 12.0 RT 1�3 295 113 31 o TR 12.0 TR 22"0 TR 12.0 TR 12.0 |�R : n (y 0 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.() 12.0 t 12.0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRAVE HV ADJ ;,KG BUSES PHF PEDS PED. BUT. ARR. TYPE <%> ("11) YIN Nm' Nb YIN min T EG 0.00 3.00 M 0 4 0.9A 20 Y 25.B 2 WB C'00 2.00 N 0 4 0.90 20 Y 25.8 2 NB ,.00 2.00 N . 0 4 0.90 20 Y 25.8 2 S6 0.00 2.00 N 0 4 0.90 20 Y 25.8 2 -_______-________'-_-___--________--____________-___________-____________ SIGNAL SETTINGS / CYCLE LENGTH = 90.0 /q|-1 PH -2 PH -3 PH -4 PH -1 PH -2 PH -3 PH -4 EB LT X x NB LT x x ' ]l| x TH x R[ % HT X |,U % PD X WO L| X x SB LT X X U( X TH X �[ X RT x PD X PD X. U|1�EN 5.7 33.6 0"0 0.0 GREEN 13.8 24.9 0.0 0.0 YELLO|« 3,0 3.0 0.0 0.0 YELLOW 3.0 310 0.0 0.0 -------------------------------------------------- LEVEL OF SERVICE LAML GRP, V/C G/C DELAY LOS APP. DELAY APP. LOS EB L @.000 0.470 0.0 A 17.6 C TK 0.5B9 0.373 19.2 � WB L 0.000 0.470 0.0 A 20.8 C 7R 0.865 0.373 23.0 c NB L 0.145 0.483 10.8 8 22.8 C TR 0.037 8.277 26.3 D SB L 0.4Q2 0.463 13.8 B 18.8 C TP. 0.405 0.277 21"9 C --------------------------------------------------------- ----------------- lNTLRC[CTIDN: Delay = 20.3 (sec/veh) VIC = 0.691 LOS = C .,a"' ^n�. m^,rz�^yxZ ��m'm no. o .. zfe:� "CM: 6l6NHLfZ�D ECTION8 SL41MAPY REPORT " INTERSECTION -EDMUNDS WAY (913 104)/100TH. AVE. N. AREA TYF'E.....UTHER /\NALYOT....... M.M DA/E.......... 03-09-1992 TIME .......... P.M. PEAK HOUR COMMEN/ .......rRUJL[|ED __________________________________________________________________________ 2993 WITHOUT PROJECT VOLUMES x GEOMETRY EB WB NB SB : EB WB NB SB L| 64 109 232 220 : k- 12.0 L 12.0 L 12.0 L 12.0 R/ 528 671 602 321o T 12.() T 12.0 T 12~0 T 12^0 Rl� 151 311 119 33 : 3R 12.0 TR 12.0 TR 12^0 TR 12^0 Rk /) 0 00 x 12.0 12.0 12^0 12^0 : 12.0 12.0 12.0 12.0 --- ____------------- -------- ---- _12.0 ------- _12.0________12.0________1Z.0 ADJUSTMENT FACTORS URAbE HV ADJ pK8 BUSES P>|F PE%)S PED. BUT ARR.TYPE ^T � (%) (%) Y/N Nm Nb Y/N min [ 8 V.00 2.00. N ¢ 4 0.90 20 Y 25.8 2 WB' 0.00 2.AV N . 0 4 0.90 20 Y 25^8 2 NB 0.00 2.00 N 0 4 0.90 20 Y 25^8 2 o.0o2.00N SU____ ___ ____ 04____ __ _____ 0.9020Y25^82____ _____ SIGNAL _______________ SETTINGS CYCLE LENGTH = -- go EB LI FYf-4 PH 1 - PH -2 PH -3 ^ ,o PH -4 X x NO LT � X x Tl} X TH X x RT x x. P& x W8 LT X x 88 LT x x TH *� x TH X «/ % Rr x Fl" X PD X GRGEN 5.7 33.6 0.0 0.0 GREEN 13.8 24.9 0.0 0.0 YELLOW _____J.0____3.0____0.0 ___0-0_ __YELLOW_____3.0____3^0____0^0____0^0 LEVEL OF SERVICE �B LANE GRP. V/C [�/{� DELAY LOS APP. DELAY APP ^ LOS L 0.000 0°470 0.0 A 16.3- TR 0.622 8.373 IZ^8 c'C W8 L {).000 0.170 0.0 A 23.6 ^ C TR 0.91J 0.373 26.1 D U� L 0.217 0.463 11.0 B 246 ^ C TH . 0 8B� 0 �� . 288 -- . � L 0 520 . . 0.463 14.2 B 19.2 ~ C l// ------`' `--`----------------------------------------------- 0. 42L� 0.277 2�Z. 1 C 1N[[kS�CT1UN: Delay = 21.5 (sec/veh) V/C = 0�31 . ------------- LOS = C NO. o P. 22 . ^ � 1985 /!CM: SIGNALIZED r��E� � TlON�S �L�MARY REPORT " ' lNTE��[I�l'lON.,E�MONDS WAY (SR 104)/1[/0TH. AVE. N. * AREA TYPE ---..OTHER ANALYST ....... M.M DATE .......... 03-09-1992 TIME .......... P.M. PEAK HOUR CUMMENl''.....PlOJECTED 1993 --`------------------------------------------- WITH PROJECT VOLUMES : . ' --------------------------- GEOMETRY EB W8 NO S8 x � E8 W8 NB L[ 13 232 )}| 220 :,Lf 12.0 L 12.0 L 12.0 L S8 12.0 �j5o 6Y37� 604 Rl 1 51 �52 : T 11.0 T 12.0 T 12^^0 T 12^^0 3/1 120 0< 34 : TRV 12.0 TR 12.0 TR ^ 120 TR 1�12,4:)V 0 0 �) : 12.0 .62 12.0 12.0 ^ 12.0 : 12.0 12.0 12.0 12.0 ------------------- 0_______:______12.0________12"0_____ __12.0________12.0 ADJUSTMENT FACTORS G["oUE HV (%) ADJ PKG 'BUSE�� PHF PEDS PED. ^ BUT ARR. TYPE (%) ED u.0o 2.00 Y/N Nm N '0 Nb , T/Q min T ^ WU o.00 2.00 N 0 4 0 90 4 0^^90 20 20 Y 25^8 2 ND 0.00 2.00 N 0 4 0^90 20 y � 25^8 25^G 2 S8 0^00 2.00 ____--'___'_______________________0___. N 0 4 0�0 ____________________________ 20 Y 25.8 2 2 SIGNAL SETTINGS CYCLE LENGTH = 0 0 90,0- ^ ED L[ _- -. x X ' P14-74. pM-4 . PH -1 P-2 P|�-3 '' - TH . ' ND LT X % x HT % .. . ` RT x 1"1" � WO LT X X pD x LT X X 11.1SB % �� T}f X PU X .�' � �' RT X GREEN 5.7 33 6 ^^ YELLOW 3.0 0^0 PI) \0^()' GREEN 13.8 24� X 0,0 0 0 3.0 _____________ _ __-___________-__-A�-_--__-_______-_______________________._ 0.0, 0.0 YELLOW 3.0 3.0 0.0 0^0 LEVEL OF SERVICE LAN[ GRP. V/C G/C DELAY LOS ^ APP DELAY APP. LOS EB L 0.000 ^ 0.470 �{) 0 A ^ ' 16 3 ^ ^ C T�< 0.623 0.373 17.� WD L 0 A00 . . 0 470 �.- ~ t' A ^ 23.7 C TR 0.915 �0.37373 !� 0 --' ' NB L 0.223 0.463 . 11.0 B 24.9 ^ C TR 0.087 0.277 29.1 0 �8 L 0.520 0.463 14.2 B 19.2 _____�_[R______0.433 __________________________________ 0.277 22.2 K� ^ C INTERSECTION: Dela}/ = ��1 � �sec�vo/ � V�C ---------------�, , = 0.733 ------- LOS = . ' C W STREET FILE 1r� 7e•Q i "... r.. \ a .October 7, 1980 �_ \/UV'sA4 Mr. Jim Pollard Lloyd'Powell, Inc. 12200 Northrup Way �. Bellevue' WA 98005 RECEIVED } ; OCT 91980' k RE:, Albertsons Food Center: Edmonds., WA l Of P;iuiiC i i/=� ks Dear _J i m ,- This letter is written regarding your Request for Change Order on 2,000 square feet.of filter fabric behind the retaining walls on the above mentioned project; You had suggested placing the on-site granular material in a saw- 4: toothed pattern with. the 18 inches of washed rock immediately behind r � the retaining walls. I called Pat Wilson of the City Engineering Department.an*d.he agreed .that we could delete the filter fabric'if . ,we'-place the material in that fashion: You are to contact Bob Franki in, E6;i " the City Hydraulic person, and he will explain how this is. to be done. ..; yj Everyone then agrees that there is no need for the filter fabric, and f there is 'heed for the $4,680.00 change order. By. copy of this let- k"* ter, I am instruction.Albertsons not to sign the Change Order, and' > , -• t .'. that this item-will be handledat the jobsite at no extra cost.'= If- you have..any quests, please contact our office. f.` Z O. l Thank you.. �. Sincerely �. * Q; D L MULVANNY/Architects Doug . Mu 1 va!nny - 1 . DM 1 k. i 1ti' cc:, Jim Brennan - Albertsonj, Ino. �B b rump Albertsons,)!Inc .+ at 'Wilson -City of Ed,�ondr >° . 1 f 3• vVor ee Vf C, 7-4 7-5 T.- STR�, T �ILE K RECEiVED E I D 198; -OCT 2 1980 j lic W Ar�,�,`J i m Br�nnafi Dir. Of Pub 'L; VV 11C W . r t son s - nc. ark- C�n'ier BlVd., Tood .;,.Center Edmo6as-',,- W E n c4osed herewith is a Pfoot i ng detail which has to be modified -,-i-f6g Co I umh,t I n 6, 1. ",the reason for thts is the General Cont�, oca five or has'�� ted h ts. `ste6l a I on ��the East retention wall, 9 ar to t e I.jj,6�e s too.:, h West. t is Is-that'we now have.to move the building.five e,-es�senc#�,, of h -A C We t- e d�. resu It is, you'Will still have the s 6 h s e n "s ite- bu i1d and it -will be located five inches farr ac s me, ng t a Ahan fl, Ing dra i n er, Ves our' work. w gs, show it.t'o be. 1 costs f difyl,n'g�'this work'will be paid for by Lloyd or mo P, Il 16 6.. -A I so by .-- copy o �tter, I am notifying the ntrac r n Ahe City 6 Co. tb' a d- f'Edmonds 'of the problem, and �he problem., a we are�A'ndl-ing',. t -questions pleas& -contact our office zr u have�-any yU 0 & MUPANNY/Mchitects I.n u Aul nn k :D ck nke'-4 Engineers N W. i*, ard Ltoyd - Pow& I" I c. Re. mes --Ci.ty'.of E dm 9 -,tity-�*of Edmo ds 4 Y# ENG I N#RS - NORTHWEST` C. P.S. `4 6869 WOODLAWN AV.E. N.E. SEATTLE, WASH. 98115 TELE. 206-525-7560 JOB No. JOB NAME DATE SUBJECT SHEET OF Vol Div 0+--� ;-V IF- , • I 1 4 % STEL° FILE F ILE CITY OF E®M®N®S 200 DAYTON ST. • EDMONDS, WASHINGTON 98020 • (206) 775.2525 DEPARTMENT OF PUBLIC WORKS September 26, 1980 HARVE H. HARRISON MAYOR Douglas Mulvanny Architect 1920 Terry Avenue Seattle, Washington 98101 Dear Mr. Mulvanny: SUBJECT: ,ALBERTSON FOOD CENTER, EDMONDS,;WA. Reference your letter dated September 12, 1980 and sub- sequent telephone conversations. This letter confirms our conversation of Friday,.September 19, 1980 regarding the requirement for a check valve in the line serving the fire hydrant at the Albertson's project. If the Edmonds Fire Marshall concurs,.the Public Works Department will not object to relocating the required fire hydant or hydrants on the public right-of-way which would eliminate our requirement for a check valve. . If you have any further question regarding this matter please call me at 775-2525. Sincerely, `J A E. AAMS, P.E, City Engineer JEA:gdl September 11, 1980 Mr.,Jim Adams - City Engineer 250 - 5th Avenue North Edmonds, WA 98020 RE: Albertsons Food Center Edmonds, WA Dear.Mr. Adams; /0 cv&,- est e SEP 121980 Dir. Ot Public WofAs This letter is written in regard to a check valve and by-pass meter for the fire hydrant in front of the above mentioned project. I am enclosing a copy of a letter from Bush, Roed & Hitchings, P.S. dated September 9, 1980. They are our civil engineering consultant on the above mentioned project. Apparently, Archie Brennan of the Edmonds Water and Sewer Department has requested a check valve with a by-pass meter (detector check), to be installed on the line serving the fire hydrant in front of the building. This is a little ridiculous, I feel, for the following reasons: 1. Our civil engineer contacted the Water Department and the Fire Marshall regarding the water service,and hydrant loc- actions. 2. .Between the two of these people, they located the hydrant where the City wanted it. 3. You are requesting us to install $5,000.00 -worth of ch clic. valves, etc. on a hydrant that cost �.1-,50!).0i. -R ` -� 4. Our firm has designed projects all over the state of Washington, and we have never installed this equipment on a hydrant line. 5. If this is a requirement, then why wasn't it noted on the plan check? For the reasons mentioned above, I am asking that youwithdraw this request in its entirety. If you feel the hydrant is too far from the main, we would be glad;to move it closer to the main line. Please evaluate my letter, and let me know of your decision._ Thank you; I will be awaiting your reply. Sincerely, AougMulv MULVANNY/Architects 44 nny DM/lk cc: 'Boboed - Bush, Roed & Hitchings Bob Crump - Albertsons, Inc. Jim Irennan - Albertsons, Inc. Jim Pollard - Lloyd Powell, Inc. BUSH,. R M. Hll"CHINGS„INc.; P.S. 2009 Mlnor Avenue East 0attle,'Washington 98102 � �� LVJ _ �..Area; 206 / 323-4144” • S "19 8� September 9. _1 980 DIrAt Public Works Douglas Mulvanny 1920': Terry: Avenue Seattle, WA 98101 Attn . Carol "Simpson , Subject: Detector Check {' s ` Alberton's ;S,fore, Edmonds; WA Dr• Car 1. o l • Here are my-jindings from the investigation into the City of Edmonds!.. requirement fo a��detector;;check waive and by-pass meter for the new fire hy':.drant located in fr:'prit :of Albertson's store. ,a 1 Archie :Brennan, Manager of the Edmonds Water S Sewer. Department,requested , ` '•,that %.a check valve .with a by-pass meter (detector check) be, installe`d:on_:the .line. feeding .the -fire hydrant in question. He stated that a'State 'Law requires a 'de#actor check on 'any line feeding a hydrant that is over '30 to, ;40 `feet dis:77- } •dance from 'the .street water .main. 2 .Jim Adams, .Edmonds City, Engineer, did- not know about the detector check . equireaent, Wayne Jones, Superintendent. for Olympic. View Water District.; was' note aware ,,of any requirement for a detector check for hydrants.. ' Strickland; Engineer twith 'Reid -S Middleton,{'Cons.ultmg 'engineers forthe amity -of E monda; was-nat awaire--of -tlte =State~Law=f�eferencEd`:-by-Mr E3re�inain :-- `or, that the City .was, required' a• detector'check, for., a hydrant Me,.;:BrennarvIs'. respgnse, when asked' why:the City did not address the need�`for:. a a `detector check during the plan :review, was 9 guess everyone missed rt'during the review" .l have never, been requested by any governing agent` to incfu 'e,:a detector check for ,hydrants no matter what the distance was from. the hydrant to the- water main. If=:;you have any. further questions do not hesitate to call. Sincere obert M. Road RMR-: th CIVIL ENGINEERS / LAND SURVEYORS - ■■■■■■.�� n■■■■N r- - .■■■■n MEN ■� MEN WSW■ n■n■nihil _ p■■■■■■■I MENOW W■■■■0M■■■WW ■nnn m■ ml ■n■■W■�■MEI �= _ _ ■ ■■OMEN MMMI ■_ - - , n ■■nOn M SESSIONW o .r , O■ . MEn■■■ �W IME ■n n■n■mME ii iWEEnMi■nilnlMl il MENESSIMIN • r F n ■ ■■ ■W■.■OO■�MOMW■■■N d �, / . iii■nnii ME■.■ ■n■.■■■.■■O■1 ME ■O■ME.O.W■■O■■■■1 a. ME . iii W MOSI MIN nME■■■■■ WW W nO■■O■MEn WUW ■■■■■SME■ME.W■ W■■■.■�MO m ni■■n■■ nME■■MEMEIN W■n■..■.W■C■■WMEMEm n ■W MEWW■ME �■■N i� IMMIN■■OO■■.ME 1 ■■■1 MENOMn WW■■ �i i■ME■■■�i W�Wn EMEMI M ME■1 MIN OR in■MEME. W ME�i■®■■nn■■■n�n�iMEn■niN ■Wn■ ■■ME■ W■■MEI ■A■■d■MEW■■WOO■. ■WW�� 1 ■■.®■n■■ ■fin .ME■■■ •■■m■i■mi � MEMOMMEM Ml ME W ■ME■■NOO■■■■■E■1 OME■WWn _ MEnW■1 �� rME■ MEMEn••■•••••■••■■ate MOO■WI ■MEn■W�n■ �MEnMEOME■■■■■■1 nn n iW■O■WWNlnii■MEWOOMEVI ■■■■■n■■■O■ nn 4 Z ril.1i)It:;t: 19, l.980 It is the opinion of the un,1ec:si,3ned that the Council of the c.L Ly of Edmonds ussd extrer�Cly Boor judgment by A.lhort'!,;on':, .T.nco,'- ,)or;iI-;d to construct a new, store at the corner of l:l;nc� n.l: Way and Ninth Avenue. It is apparent that the City Council of }''mu:ic3s put the need to obta.i.n ddi.ti,)nnl revcrn.11.�s ahc,-,ri of t7he I i.(iIIL:; of I.h.': :i.t:ir.cr;:>I:h Albcrl.uon's Constri.;cl::i.on site to porccefull-y c:rrjoy I:he:i.r h(,mc_-s. Chi.:; sL-.,te- ment is made for the following ):ca. -;ons: (1) The new Albertson's store will be .Less then one-half block away from the old store. (7o b� gab -leasee!. 2'ovaiu9 $�% ife, " (2) Over ten years ago, Albertson's had requo!itcd approval from Snohomish County to build a store on the new site. Instead it built a store across the street. why does Albertson's now want to build on the new site? �90d ^ ✓10 12�Lutf`' G✓ass °%Z✓%ath�QrS, (3) At the north Ond of the bowling alley prIr'Xi.ng lot, Al.}�erl::;on'.k destroye.d a greenbelt that took over twenty years to create, and replaced it with as s-iXty(60 foot cliff. This was done for the sole purpose of "creating" fourteen (14) more parking places. It is apparent that the store was designed by out of state architects who never visited the site. and r>naaa In abs&,ce, were oblivious of the citizens bordering on the Albertson's site. "r- -r",Fac* (4) At the east end of the Albertson's site on Ninth Avenue, Albertson's 4 .roQy again destroyed a greenbelt and created a thirty (30) foot cliff within 6 �ghC.ag s°° pinches of the property line. Until Albertson's does something about L0a,�\ �' these cliffs, there is danger of children falling or of landslides. C h f �h' Could these cliffs withstand the torrential rains that h't North Seattle '�%tW -— on Sunday, August 17.T R -e 1 y BekQ Mw1.vq�e �gjoe&-ro A1ew F-ev4cr_ 4 ofic-* wmod�'I Z Ids buil'/ �a/ceq�/r p� N��"� �6t besfvecP V3y r.De�R�e/�s ��relo� u9�AobeQ s�afs, N^es�eg dCrtJw ?'-No , ALb4,r1'Jopa eoa•, sr,, fu do �`I , The destruction of the greenbelt sound barriers by Albertson's has in- creased the noise level heard by Albertson's neighbors. (7) ME Albertson's "landscaping" plans calls .for eight (8) foot trees but does not mention how many will be planted. Do you know what.an eight (8) foot tree looks like? @_ 16, D�G_/r�� — I dei' Q_ � 7=C ©� �Go�F � Qe� alae,._ 17' + 1 Z w�C 8 �74f9� l'� oe, (FYr14 OLS 9'0 Tal c To kGtwOlsea/'� A�t4), Albertson's starts its construction equipment at 7:30 a.m. and quits at 5:00 p.m.This goes on fors.ix days a week which is nerve, -racking. _eet4mp 7.6 cqr,wI 6i..¢a'47 e9u�`o.+-carry There was no environmental impact study made because the impact was deemed insignificant. Insignificant to whom? And who.made the decision? .- rateu rbcts/rl >croA Azc-Os, Loc 9 p4awe,i�� v_otv7 (9) Albertson's has never bothered to explain to its new neighbors what it will do. Questions asked of Albertson's officials produce answers of "I don't know" and It will take time to find out." This is commonly �j known Gt�O®tX ►ku as "stonewall sto`ne�w'arldlibnG�g."1 4, � ) IAd"O -rep � e" (�aw�'!9 MaWLCor-,0/11 7-0 tfe- oiasor e. ra,y4 o�1wco7q 4M. M. ��QSpp>/J S -C'. Ftar✓b �ow�aC'f iD�✓Sow AL bgr-fs©"'1 Gey a) w 145 MOOC ? d411 Pouy'Mui✓a6/3-/, a August 1.9 , 1980 (1.0) Notices of City of E(1monds' rneet_inys concei:ning the Albertson's site were mailed to wrong addresses by the Edmonds Planning Department. These addresses were furnished to the City of Edmonds by A.1-bertson's. Was this ain atter,,ipt by Albert-ron's to cl.i.rni.nate cowpla.i.nts? )Vol davvy%lQNo2 W7 GOAR m It should bo apparent by now t-h..,t A1.1 cr1: _.r_;n'.. has houdwinked the City of Edmonds. All .is not lost as 1.011g as rc p.rc aCrrL'at.ivr s o1: Albertson's meets with its neighbors and other citizens who have been damaged by its land grab tactics and takes steps to correct the dnm<<,c a1.Te,-jdy done. Failure of Albertson's to I:Cc;pond to t:h(2r3e reCiuests laould indicate that Albertson's does not want to be a r.esponsi.bl.c. ci.t.i.zen of this community. M ' �i STI- E- FI EL 1 i I I j � IN 1-L(j I;Lso J� SrS_ i I 17, � / I IZ IT it �i� ��®%�'- GAY-41-h�iJ? �� ' -� �.� L�6e�"1_'S o�-��`! G��/=�I_i�'/f_I_;_�_ �S� �I..'�✓r_-6q�6 i I G G K 0°s(SefI Ih 9 �tieier�N r-',U - 5_�✓ u c �uv_( I i I I I li�l III II I II II �i'I I _,, � L !Do:NI '--i----�-/�!I-4'l-r/a-�r ✓fie.+�l ; ; I i-�-�-�1�7r' i-�--�-�--�-,- � I I �, -�---� -�--C6 2r3 � -6-¢¢S i I I +I I 1 6=a.z• en',�joy�S;e1-1 T ir ' �7-,k�Q� nl-@-i-+•-$o�w-I�1')4;v1�--� � I /.�1Sa-Lill �C4-�'!e'1 j o7�%F t i� --� W= pp pFy;iE t-i--'- �� 41 i�O�oGd$17C(�I 14 i I 6147 11-1 1 1 64 -�---•-r--� , I � TJ- ;-�-1 ,--i I I �� ! � I I! I TI I I I I I ' I � � .C4j�rJ�(� `� 5 r '-� _-�-;__��!sr -�`�! s�a'/ l s �`t �=Q-�� -�� 'a-��•�� i I -I- �— I 1 I e2 , r b` k --j--' '- I I l i i I I �- I j I I �- •1 1 � I i I I'-� ' I'' I I 1f-�_ I �� I I i ' '� i !Ireb C I 44-1 I/ lit l l l l l l j ;`/?'i'1�7�;JL7J%//>7G'1�I i i'2✓;G?'l A'1'i[ I ! .�'0 f��/;�-I '' � ,—' ,, ��Q-�� Gfi-,6(„►=1--i -r�-fir;- i�-,- �-dN; � �-�--j-'��.-�-e�� IrC; ��P-�-;�,C�!-�?� ; ; � _ I I � I ; 1- �� ; � ccs;-/c�a-,✓`' ; 1i'�� i �``�-, 4D7�?=4T I , ,,� I I i ', I .' I I, , i ��; f • I I I � I ' 1' 1 1 1 i I I I I I I I' '' I �' I I I I 1 �-I 1 ET1 I I II_ _ lit 1 i 4 I I I It ?-e -- = I I C2��.1_ I � / � ��/ , �� _C I �( ;� � ,� I 1 ��-gyp. I ' V A Y �I vl /�i•f": �I.►' ,-i_:_. j �I v / i; \ i N- TV., I H i l l I --1— II I I ,i I Il I II � III I II I I I III �I I �III�I I li i i III — 1 %1�t o c S� I J?�' �I " I p`�. i iTL-EEVES -I 1,L-'n-��,?C�!---p�Ftc(J�i. 1 I 1 l -- -' I I 1' 1 .-.i- _-.._-.. - --�--�.-�-•--� -I -�� i I �� _ j- I j--�'- .-=:-y I � j I � � ��i� 1 Y IIII(-? ,l - Hit '�-' - ' . I ' I i -"-•-`i- iT`-�_ i -i �I i 'I I IT- I I ;-� t i i �l I 1 1 1 1 1 1 jilillMl I l I i •�-I 1 ' I I I I �_i� 1 I I i 1 1 - ' I I I ,�� `—•-�--�---r--j � ; I' I I I{ 1 I I I I I 1 I I I I I I� ! I I I I I I I III!ii' I I I ! II I I I I I I I I 11i"I 'It --t Fl �j I � STREET FILE � Aucjust 19, 1980 It is the opinion of the undersigned that the Counci..l. 01. the City of Etir,ionds used extremely poor judyment by a.11uw.i.ny A1h,ert:3on1s IncorpuraLed to construct a new store at the corner of Edmonds Way and Ninth Avcnue. It is apparent that the City Council of: put the need to obtain c: idi.t i�nn.l t:uvent� s ahead of the i i ylit:; of t,ho (: i t: i zons ly-,1 cL:•rinu on the Albertson's construction site to peaceCul.J.y enjoy their homes. This statc- ment is inade for the following reasons: Wr?ut 4 (1) The new Albertson's store will be less than one-half block away from fy4,t�snwf'� the old store. (2) Over ten years ago, Albertson's had requested approval from Snohomish !t County to build a store on the new site. Instead it built a store across the street. why does Albertson's now want to build on the new site? (3) At the north and of the bowling alley hrirking lot, Albertson's destroyed a greenbelt that took over twenty years to create, and replaced it with (1-.a_s xty- (6'0') --foot cii.ff. This was done for the sole purpose of "creating" �ourteen (14) more parking places. It is apparent that the store was gsh designed by out of state architects who never visited the site and were oblivious of the citizens bordering on the Albertson's site. /t Z. O (4) At the east end of the Albertson's site on Ninth Avenue, Albertson's again destroyed a greenbelt and created a iaZU�y (30)) foot cliff within C4I i inches of the property line. Until Albertson's does something about a,td 9T these cliffs, there is danger of children felling or of landslides. Could these cliffs withstand the torrential rains that hit North Seattle on Sunday, August 17? GorrSf• 0016 (5) The destruction of the greenbelt: sound barriers by: Albertson's has in-. V40Z ��Q1 creased the noise level heard by Albertson's neighbors. ih eh0Vro 13SAT o OA T4s (6) Albertson's "landscaping" plans calls for eight (8) foot trees but does duy,, not mention how many will be planted. Do you know what an eight (8) foot o✓� tree .looks like? (7) Albertson's starts its construction equipment at 7:30 a.m. and quits at 5:00 p.m. This goes on for six days a week which is nerve-racking. (8) There was no environmental impact study made because the impact was tJQ % Ziac( deemed insignificant. Insigne ficant to.whom? And who made the decision? 5 f' `sse,y�e d P4Rynt,�p arjte✓in— ,Qmard o1= ,4di. 3-0-90 t (9) Albertson's has never bothered to explain to its new neighbors what it �Q will do. Questions asked of Albertson's officials produce answers of "I don't know" and It will take time to find out." This is commonly known as "stonewalling." ,,u,ust 19, 1980 two (10) Notices of City of Edmonds' meetin(3s concerning the Albertson's site were mailed to wrong addresses by the ]drnunc3s Planning Department. Z0OL These addresses were furnished to the City of Edmonds by Albertson's. 0Z OL ( Was this an attempt by Albertf;on's to cl.i.mi.r�at.c co.up.l. �i.nts? It should be apparent by now th;.3t All:�cri:sun's has hoodwinked the City of- Edmonds. All is not lost as long as reprc'!:;cntat.ivc,s of Albertson's meets with its neighbors and other citizens who have been damaged by its land grab tactics and takes steps to correct the damage a1.T-eady clone. Failure of Alborlson's to rer;pond to t:h(,:�e roquests would indicate that Albertson's does not want to be a responsi.bl.c c.i.t:i..rn of this Community. w J _ STREET FILE Councilwoman Jaech noted that M.A.A. Dibble had written a memo regarding neighborhood disputes in which he suggested that the Council consider adopting an informal con- ference procedure presided over by a deputy prosecutor to'hear and evaluate the MOTION: complaint. COUNCILWOMAN JAECH MOVED, SECONDED BY COUNCILWOMAN ALLEN, TO SET FOR e r, CL%k DISCUSSION AT THE SEPTEMBER 9, 1980 WORK MEETING THE CONSIDERATION OF ESTABLISHING AN in'74.4 INFORMAL CONFERENCE PROCEDURE FOR NEIGHBORHOOD DISPUTES. MOTION CARRIED. Councilwoman Allen noted that James Falconer, President of the Lake Ballinger Community Club, had requested a meeting of all the concerned parties to establish a boundary line between Edmonds and Mountlake Terrace through Lake Ballinger. Councilman Nord- quist said he would contact Mr. Falconer to establish a meeting to include the City Attorney, the Public Works Director, and himself. AUDIENCE /}�bR✓tsoag SD / --G—'P&1173 kJ}/_ Grant Woodfield, 9820 228th P1. S.W., complained about the Albertsons development at Westgate. He said the City is being scarred by the grading.be.ing-done, that there -i -s a 20 -year growth of greenbelt being destroyed and being replaced with 8' trees. City Engineer Jim Adams said there will be a retaining wall built with a two -to -one slope at the top. 'Mr. Woodfield said he -had been unable to find out from Albertsons what is being done. Councilman Gould 'asked -^that the -City Staff"3erve-in-a coordination function --for a meeting betwe'en-Albertsons and interested people, and that a report be --�4 '-A:Q'10w•made to the Council as to what transpires. �- - ---- There was a large number of -people in the audience who were present to contest the recent increase in water/sewer rates. Some of the concerns expressed were that the rates were not equitable because multi -family units where most of the water runs through the sewers are on the same rates as single-family homes where much of the water in the summer months is used for watering yards and does not run through the sewers; that the increases were unreasonable, many being over 400%; that additionally the utility tax rate had increased; that the citizens were not given proper notice as to the increases and the amounts of those increases; and that the rates were unfair during the summer when much of the water used does not go through the sewers but is used in the yards. Speaking on this issue were Harold Schierman of 1161 7th S., Imre Brunauer of 935 Pine St., Don Horn of 539 '4th S., Mrs. Halstead, Al Albers of 524 3rd N., Donna Berg of 540 3rd, John Kolstad of 21524 96th W., Carol Hayes of 709 Elm W., Cleo Smith of 1050 Spruce, and Hal Gleason of 9804 253rd S.W. Public Works Director Fred Herzberg explained the rate structure and reasons for the increases,.displaying the figures discussed during the hearings held previously. He described the poor financial condition of the utility account which was attributed to poor accounting methods used formerly and he described the line replacement work which must be done. The people were told that the City now has a professional accountant which it did not have a few years ago and that in addition to correcting the accounting system he had caused the City's bond rating to be increased because of the improved accounting system. Finance Director Art Housler stated that he had come to work for the City in February of 1978 and recognized the problem within the accounting system. He said he now has a professional accountant who monitors the utility account. Councilman Gould advised the audience that it was difficult for the Council to do what they did, but as a legislative branch they had to step in and do something to keep the City from becoming another New York City. He noted that the Mayor had vetoed the Council's action, but that the Mayor's alternative was to provide the necessary funds by means of 20 -year bonds which would have been much more costly. He read a portion of the auditor's report which reflected the reasons for the poor financial status. Councilman Gould said he would be willing to consider another method if more equitable rates could be determined. Councilman Nordquist added that because of the work of the Public Works Director the City's fire rating had been saved, so that citizens' fire insurance rates would not be increased. He discussed former proposals to join Metro and to change the location of the treatmentplant, either of which would have been Mmore costly. COUNCILMAN NORDQUIST THEN MOVED, SECONDED BY COUNCILWOMAN JAECH, TO «G/w REVIEW THE WATER/SEWER RATES ON SEPTEMBER 30, 1980. MOTION CARRIED. The intent will s''be to look for what may be more equitable rates and possibly split rates for summer aG� and winter. Rachel Bell, 264 Beach P1., stated that somehow her name had been placed on a list of people who are in favor of the change to the Council/Manager form of government and she wanted to state publicly that she is not in favor of such a change. EDMONDS CITY COUNCIL MINUTES Page 2 - August 19, 1980 w �RWOM too 2 446 15 �SD STR"i: 51LE CHECKLIST OF MATERIALS REQUIRED BY BOUNDARY REVIEW BOARD FOR ANNEXATION BY PETITION: 1. NOTICE OF INTENTION FORM . . . . . . . . . . . . . 2. LEGAL DESCRIPTION (EXHIBIT "A") ! . . . ... . . . 3. ASSESSOR'S MAP OF AREA (EXHIBIT "B") I. . . . . . . 4. VICINITY MAP (8z" x 13"; 1 MILE ON ALL SIDES) yC 5. MAP OF EXISTING CITY LIMITS �. . . . . . .... . . . 6. CERTIFIED MINUTES OF CITY COUNCIL ACTION 7. $25.00 FILING FEE 1 . . . . . . . . . ... . . . . . 8. CERTIFICATE OF PETITION VALIDITY FORM CITY CLERK 9. ENVIRONMENTAL CHECKLIST . . . . . . . . . . . . . . 10. FINAL DECLARATION OF NON -SIGNIFICANCE . . . . . .. 11. COPIES OF PETITIONS . . . . . . . . . . . . . . . 12. COVER LETTER . . . . . . . . . . . . . . . . . . �-` I l COTY OF E M NDS CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 DEPARTMENT OF PUBLIC WORKS FIL#PY HARVE H. HARRISON MAYOR August 15, 1980 Snohomish County Boundary Review Board Fourth Floor, County Administration Building Everett, Washington 98201 Gentlemen: SUBJECT: PROPOSED ANNEXATION FOR ALBERTSOITS - INC. It is requested that the proposed annexation be reviewed by the Boundary Review Board during their. meeting. Since the area to be annexed is under ten (10) acres in size and valued at less than $800,000, it is also requested that jurisdiction be waived at the time of review. An annexation resolution was pass- ed by the Edmonds City Council on March 25, 1980, and a second public hearing is to be scheduled. If the annexation passes, approximately one (1) acre of land that now has two single-family residences sited upon it would become part of Edmonds. The Albertsons Co, which owns said properties, as well as an adjoining three (3) acres in Ed- monds, would then be able to proceed with their plans.for a new store. The annexation will not change any development plans for the area that the City of Edmonds has at the present time. If you have any questions, please contact Jim Adams, City Engineer, 775-2525, Ext. 220, Monday through Friday, between the hours of 8:00 a.m, and 5:00 p.m. Sincerely, J 9-&- �FRED F. HERZBERG, P-E- Director of Public Works JEA/jf UP I I NT 10,% 1: SN0IfOt4jSi1 COUNTY BOUNDARulYSIV BOARD'\;(".1": Floor, County Adinis, C i t i s ;III d Towns 0 jig Everct.t, Washington As required by RCW 36.93, ;: Notice of I cli t i oll town/City of i Ile so hin i I I ed fo r :1 1, 1, 0 1) o s I, (I ,k —J�-. . ( ) Nn Churter Eity. it I: o,j I, Y o 1, t 11 Proceedings were illiti;lIed I( I: W 35 A. 14.020 fiY Pct i t ion Me( hod le, 2 3P /5/ A,; I'd valor (I :111d owned 1, /�; N. I I L. I r N vc t i oil Met hod % -� k. !; rd va I lit, owned h' 11 c t it inn Nollillcl. 411, Vo I I*!; I':] 1 11111 1 II :I it it 4, x I. d . of j ho v C re1) r c s c it reseted I')' he :it eas t X OiX 1C NO TF 4th Class Only: Land arc;l of existing Town__ Pciptil atoll Of ex ist ing Town Owners' over 20 consent for each it,, ted larce I of lank heilig, Is acres in s i z(., '---- asSLIIIII)tioll of existing 'lldcht"lless to be required? Will simultaneous 31,101)tion of: coniprehellsive I II ; ns 1) C, r e (I it i r ed Wi I I !Inncx:It i oil i ni: I ude ;1ollex;It i ()II or :issiin�pt i oil of', o r control 01 or 1: i re I'rutek't ioll District ? :111 ur I,;Irt 0f tllr IV: w Name CZ1,711 *Govvi-Illnent ;il till i t having Jill. i Sol ict ionI within tolln'lari Cs Of terr i . Ile fol lu,:ing other pr1 ;Oils I ;it torlll,%,: tory 1)1'101' il etc I to ;Illcx;lt ioo rV CC i VC c o in in it it i a t i t, I I- t,)::, I�d i 11 g p r (11) 1) S a Ish;! Coo),j Stock-..._'.'.. *Government;j I till i t menns any i "Corporated City ol. Town, "trOP01 it,"' Municipal Corporation or Iljv Special I'Ll"Posc District as defined in this scot i oil Signatures oil pet i t i oil /0070 As s 0 s s If V;j I inn RCSidCIICCS It;] I -o Popt) I a t i o ri o fa I*C:i �Huundarics PW 6 K IN Ac 91�-104 gAY6- P r ox i III i I P r c s c it I Sewers W t c r tL- yj IF Yq Roads(ty -Y IV - IDE Fire D i s t (T C I ry 0-- 'E� 0 !AO Pol ice Growth Potential Attachments: (Please list any additional) Cj ( 1 ) Fee of $25.00 Ea"i s C 0 CjS2) I,cg:l I Descript ion boljnd;jries)Cj (()) r 1) 0 ra t C I i In i is Ina 1) Copies of ),,I i Assessor.,; map W7) Vicinity W7 t, ions reso)tlt ()Its or "I_ it it illk-es I:zivi roornell, ;j I (F. I map, comprehensive )Ian ,,;111 El ( 8 l 'I'op0gr;lpl))' map il' possible Petitioner (Spokesperson): A d d r e s #jP,--fS.N S rA)r- Phone: RrCGv In i 7Y of E: beqo`D,5 g It;] -rY 0 0- rry 6 CIC AZ Address Phone 0.210 ------ I?FCI:I\1FP File Nu. --filed effectively this day 0 1' f 11;5 A,'., 1) 08j1:l.11\11.: UI I'I;C,Iu: l:r A\: \TION )fjrc eneral bac i:glound o thc, ren sons fur seeking the 1)ropo-;i,I ac 'on• Albe/4eAv'%S !VV-. tijk4cs -lo 6011A MO ,lore . Tl� sttL 4kc y lnavt choose h IS - 4 J of E4MMAI, t yq 1n50. Comfy. In orcle✓ •{o ove,14 complicafror, p( 1nq✓rn 4tN5 �i o J0rt5Ak&6meAl1hr WA sane, pne`t' +k AIhrsms cv, 6s d4v;en no arlyej- "f �o/�toh 111 Govn�I ih� c7`1 2. kell iew of thu factors to be considered by file Boundary Rcvica hoard as they effect this I,riposeJ action (RC:W 76 .93.t90). A. Population 6 Territory: 2 609-t_= FfFMrc gk;EfDEW4'S rtiS %fiE. S+�e LOJNiY FbF�rrol� of TT{is PKc)P1�2� Fl�� 5A -r r>i AC B. ad arca ad land it cs' Lnn(oxisting): - oTRL SITE = A'pA 4A -(-N E 5 J5C IN Loi) �CStdPDt�S .50AV nOk41)/'q/ Rr�. 1 / C. Comprehensive Use Plans and Zoning(include attachments); ZeKfeNq = gG /N CDOPYy To = 10 L, Assessed Valuati.oil � i 32/ 380 L. Topogiaphy, natural boundaries and drainage basins: Srr� ytl�diyJr�an>✓!� ye -4 ✓ sl inqq yp /n N. W eofwy- 1/0 �/a7/aV WAe#"e ¢w0 �'ye�1SCf are sib -� G, I't'OxiInil t0 0[1101' hu Jill latiun areas: 7esrdenE?ai lo �ri� Cor�r�Cr✓G / 710�f/eS�, G, Likelihood of significant growth in the :tri:[ and in adjacent inioI'll oratid and uniniOrporated areas in near future: Kong �,kc y. I/f✓rnc Au r-e� c� ✓�� Ii. Location of existing and future location of Community facilities: 1- O O- 3. Serv'icis A. Dltini.:ipaI scrrices cxISI inl: naw to :J1, u: All ProJlc�� /`p K1 �II�eV t� cbllilwt c✓cl B . htlinicil,n.l services to 170 1)rovidCd: C. Effects of ordinance, government codes, regulation on existing uses: U. Costs of adcyuat:c govcrntr,enlul s0rviCVS and 0nnt'rnls in the :1r0a: None anbz-f palecr S & TOWNS is E. Prospects of governmental services fro'rn ;her source';; Nonce a��-�c.t PATe P. Need for such 1 ry ice, from (It lit, I. sI)11 I. G. htfcct of I•Inirntt`,, club[ st rucIto re and c„ul r:rclnnluhl il,:,l i, n nn,1 ril lrt to I* :rl g0vrrnmontnl units: Nor,iE H. Gffect of proposal on adjacent areas, on c:ocial ,crvicas, anal r,n lural c;utcrnmcnt: l r;r torr of the County: /foN 4. The effect of this proposed annexation: A. Preservation of natural neighborhoods ,jilt] communitic:;: H. I'Itysic:II h„nndarins (inc.udinl: Innd c„ninur•;1: D o�eAs'- h�` i�oull�.►9 �r(4y 50� + by Sg—�D4� Wesf T14A,/E" si A n rY �yk7 AAt7 0In. } o� oT o tr(�, 5e raek l � % C• Creation and preservation ul' local service :rrcas: A/�A D. Abnormally irregular houndaries: IS So�Pu0NPeD Fay Glrt� iFafev . li. �pucirrl I'url,r,;u Iri:,lricis if ;irry: n1oaE r. Urhaniz:rtion: N�q A E /J LEGA(. scr�lo lJ ANN X � h THE 5/15 T 16 O FEL T- 0 TWE soup// 6 o FE-'= T 0E- .71/E IVO 9TH Z 10 FEET of 7-11E 1,0E57- HALF 6F= 7-/1E. No,,Tf7 1-1,4ZF OF THE WRTI1uVES7- QUARTF,C OF 7-//L N6AT//0,16.57- q(JART,5k OF THt_= N OR TN EA s 7- 4 U/. R FC R OF 5 -r, --7-101J 3<-, / 7"6 WAIS11 /P 27 NO 7-PAA/65- 3 L:A.Sr, W, SNcNoM1�'� ' P1 U5 THE WFer HALF aF T//E ,V0F7I' /-IAL.1= or- 7'//I_- .NO RT I WEST Q UAI=7-EK. of TH£ No/71t�/J�=ST QI.fA!'TF,n yr 7"F1t /V 0R7-1-1C4S7- n,UAAT64) S E Cj 7-/,::) iv N E S T 3 7, s -o FOP, P,6/10 A 5 ('-'-dN VCyE-d To'. '-5AJ0 lf-6M)5 14 -. cdUNTy ,Sy p,!5ED. P,Ec04PDrD UNA u 017-0As FILE. /V.o, lei TUBE 71-Y&/Z W /7 P E,1 SCMic-NT v PEP, 7 -?IC- Sotf TN 1S F&PT o,c T 8 C WE57- HA41= of 7-11F MOPT!! 11A�-r aF T•/,�� /V o 9 T fl WC -..<F 7 -HC 7 _- Q v A P. 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R. �.17.. � �.� i 5 a R$ r ''�,,,fi oitw, I a 3_• rc ...... s •• FIRDALF r = r r= L I I°• r '"wr + i : ,.w , r S Y SS Irk w 'i^r�ro r3 l:i i wn r ] hr ` ,v •�slOaA i rl nr" �' •7r a vrllncr " I � Cr v X n ,nus d]u+ — � "w �; ° , LIO•ru+G t _ ] o S' r wT CENTCR + w]rf1-1 - _ c, „w :,fr n ].,n° „ 3 x " Y ,,:pr ISI n ' d i _d Y+ Tura, - _ ;_= Y d 1 ]TO SERI IIf °• VS ] sl -t' ONDS, WASHINGTON REVISoyl NQ R WASMGTON SURVEYING B RATING BUREAU P.a.cla^ cla"Itk~ Of cw—m ly-cl5 + —.— i � � �9 a3 L�• s. s w y/1 X. 14 It9 Sw R A g99S 5w 1� 1=�' ' y 1 9 �-mlµ-; ® 4 t 1 �." ,�1✓ 5r SM gd�U—S�Sw IC SRg � SW 1 r S w G{.S .ii 40 d Q_► d d J PIw eaa P / i I } s 51 19, S, /J1 2511. ; K IP Q?ASW 9JA Savo- Ex Q I _ g e• Rsw 95 5" / w6A wi tN� d Lrns5 /�1 ^ y6_ �Z t i s s a a 122 Co 9 zv bW b / 51 Ln G I d i 1p 9 SW V .. /^ w-_ 2029 S. `� d 2(1' R 5w 20t / F znasu AM 9 0. 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ASv I m ; t � d�s at z _ XK 51_ 1 1 �- t ,e d~ Nwgw 9 d d d� Q c1aR5w t T— t�iP15 ; 'i n • 5t Q' t d 20 ....n_ 9 _ Q -s .s,.a_w� 3 � � ^��219 Sw 4P15w. QQ d ro.l ...I 9 t,ylSfl�-� SW dl dl` �P1SW 15-. . S j' R. 9 d � 3� 2:9 �1 �w d u ��'�^-7 ft "1faMd ^ II d dl d 1,99 SW / r. d ? T 51 Vr ^ ^ 2,9 -Ls. sw ^Um9 3Ws w 5/�y �to.. a .aoor. SI a °j $F . / r 7fj sl sw � �� 2219 r T� co .ro40 r� t .lLL',e9 Sw d 4NNEXATton1 IW p QQ pp Y j1 {(1 — C121!�_7.S�L.I—:Jcuctf>t[7iart' RE�) ..� I I Iq 111fil, hiftil (3 § 115,1 ., �.•--� •ii;i�i �j(�jltfl ~ .t. THOINUTES SUBJECT TO APRIL 1 APPROVAL EDMONDS CITY COUNCIL MINUTES March 25, 1980 The regular meeting of the Edmonds City Council was called to order at 8:05 p.m. by Mayor Harve Harrison in the Council Chambers of the Edmonds Civic Center.' All present joined in the flag salute. PRESENT STAFF PRESENT Harve Harrison, Mayor Fred Herzberg, Public Works Director Jo -Anne Childers-Jaech John LaTourelle, Planning Consultant Bill Kasper Irene Varney Moran, City Clerk Katherine Allen Marlo Foster, Police Chief John Nordquist Jack Weinz, Fire Chief Ray Gould Mary Lou Block, Acting Planning Division Manager Larry Naughten Jim Murphy, City Attorney Mary Goetz Jackie Parrett, Deputy City Clerk CONSENT AGENDA MOTION: Items (C) and (E) were removed from the Consent Agenda. COUNCILMAN GOULD MOVED, SECONDED BY COUNCILWOMAN ALLEN, TO APPROVE THE BALANCE OF THE CONSENT AGENDA. MOTION CARRIED. The approved items on the Consent Agenda included the following: (A) Roll call. (B) Approval of Minutes of March 18, 1980. (D) Passage of Resolution 464, commending Edmonds Rainbow Assembly No. 38 for their civic pride and services rendered to the City and the citizens thereof, for their street cleanup after the Irish Spree Parade. (F) Acknowledgment of receipt of Claim for Damages from Raymond D. Wentz in the amount of $249.21. o, rU„,,, (G) Setting date of April 22, 1980 for hearing on proposed amendment to Compre- hensive Plan to change the designation of the following described property from Industrial to Business: A 14.61 acre parcel on the east side of Burlington Northern Railroad, the west side of SR 104, the north side of Union Oil Marsh, and the south side of Dayton St. (File CP -2-79); and c. eluL Setting date of April 22, 1980 for hearing on Contract Rezone from IP to CG on that same described property (File R-4-79). Cl,jj (H) Setting date for hearing of April 22, 1980 for following items and passage of Resolution 465 in connection with the right-of-way vacation of a portion of 6th Ave. S. (Frank Taylor): (1) Amendment to Official Street Map to delete a cul-de-sac shown at the north end of 6th Ave. S. (ST -1-80) (2) Proposed vacation of a portion of the right-of-way of 6th Ave. S. which extends south from Elm St. (Resolution 465), and accordingly amend the Official Street Map. (3) Contract rezone from RS -6 to RMH property at 22200 6th Ave. S. (R-12-79) (4) A 50 -unit Planned Residential Development at 22200 6th Ave. S. and SR 104 (Edmonds Way) near the south end of 5th Ave. S. (PRD -4-79). REPORT ON BIDS OPENED MARCH 19, 1980 FOR PURCHASE OF MOWER (Item (C) on.Consent Agenda] One bid had been received from Brim Tractor Co., Lynden, Washington, in the amount of $27,993.00, including sales tax. and Public Works Director Fred Herzberg reported that the bid met all specifications and was within the budget allocation, so he recommended approval of the bid. Councilman Nordquist removed this from the Consent i i t ENVIRONMENTAL CHECKLIST Introduction: The State Environmental Policy Act of 1971, Chapter 43.21C, RCW, requires all state and local governmental agencies to consider environmental values ..both for their own actions and when licensing private proposals.. The.Act.also requires that an Environmental Impact Statement (EIS) be prepared for all major actions significantly affecting the quality of the environment. The purpose of this checklist is to help the agencies involved determine whether or not a proposal is such a major action. Please answer the following questions as completely as you can -with the information available to you. Where explanations of -your answers are required, or where you believe'an explanation would be helpful to government decision makers, include your explanation in the space provided, or use additional pages. You should include references to any reports or studies of which you are aware and which are relevant to the answers you provide. Complete answers to those questions now will help all Agencies involved undertake the required environmental review without unnecessary delay. The following questions apply to your total proposal, not just to the permit for which you are currently applying or the proposal for which approval is sought. Your. answers should include the impacts that will be caused by your proposal when it is completed, even though completion may not occur until sometime in the future. This will allow all agencies involved to complete their environmental review now, without duplicating paperwork in the future. NOTE: This is a standard form being used by all state and local agencies in the State of Washington for various types of proposals. Many of the questions may not apply to your proposal. If a question does not apply, just answer it "not applicable" (N/A) and continue on to the next question. CITY OF EDM08 ENVIRONMENTAL ASSESSMENTDATE SUBMITTED PROJECT / A// The information on this form will be used to determine the effect of your action upon the environment of the City of Edmonds. Please answer each question as thoroughly as possible. 1. LAND aPpx 1 Area rlrr = 3. Frdc,6,0:5 Soils Type�77c4 Limitations 10,yr Description of topography (°l slope),,5�,r,2 1 NOTE: If grading or filling will Grading: Estimated cubic yards a,0Oo TvrAG Sirr- —� exceed 500 and filling cubic yards a grading plan must be sub - Filling: Estimated cubic yards -' mitted with the application. Estimated area to be paved (including buildings) 14LD,26 ,i;zr--9�'/9/, Flrsrnli Estimated area in open space (pervious surface) 2S,�2s L 1'21rAl. 2. WATER Stream - Estimated flow (cubic feet per second) /I/o SrXE_' Will stream be altered? If yes, to what degree? — Other water bodies? — Impact on storm drainage,$_ie.,,g7- Method of handling runoff RE ,n, o IA17o EX�9l_ J>vfrm SYS .,19 O/V Sr T -C Adjacent to shorelines zone? — Within 200 feet of MHHW? 3. VEGETATIG'; Type and approximate number of trees w SE" ,�enlot� Minimum diameter of trees to remain D % of trees to be removed /z; o V Ground cover Er1y171,6- % to be removed /00% Proposed landscaping, if any .,�777ure-j- Ta& -,nom s.�f�uBr Sc�t6�;�/5. ,o,�iN6 G<t�vos��oo /SLkN� P,!Z Glrq LIES16AI Z3eIt�0 /i�e�viRC�lFitt7� 4. EXISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT: Single Multi - Vacant Family Family Commercial Other North X (JcZ' c) South >e - East East X X West X 5. CIRCULATION Estimated increase in auto trips daily Availability of public transportation .*Vq G"mle- 6. AREA OF IMPACT Neighborhood City-wide �' Regional 7 EFFECT ON AIR QUALITY jf4Ic.v;r 8. CHANGES IN NOISE GENERATION.Sti4 \ 'l�}�1,:'.t :FM2....,. .1 FILE # N/A FONT FO1: /FI1;1i,) DE-C1JJZATI0N OF PMl-XKK=X/NONSIGN1FICj X'CE) Description of proposal Annexation of property in Snohomish County to the City of Edmonds. Proponent Douglas Mulvanny South boundary of property is approximately 300' north Location of Proposal of the intersection of SR.104 and 100th Avenue West (9th Avenue West) in the NE quarter of Section 36, Township 27N, Range 3EV Lead Agency City of Edmonds this proposal has been determined to [lAKOnot have] a significant ad- verse irrpact upon -the envlrol:,,,cnt. Al EIS [N�/is not) reciui.red under 101 43.21C.030(2)(6). 'This decision was rude after review by t?ic lead agcn: y of a coalpleted envi.rot:ricnta]. checklist and other inion ation on file witli the lead agency. Responsible Official Mary Lou Block Position/Title Acting Manager, Planning; Department Date April 15, 1980 Signature Lo L, ,� � CERTIFICATE VALIDITY AND SUFFICIENCY PETITION I, Irene Varney Moran, City Clerk of the City of Edmonds, Washington, do hereby certify that I received on the 3rd day of MARCH , 19 80 , a Petition of Notice of Intention to Commence Annexation Proceedings for an area east of 100th Avenue West and south of 228th S.W., known as the future site of Albertson's Inc. Within three days after receiving the petition, I proceeded to make the determination with reasonable promptness, the date upon which such determination was begun being the 6th day of MARCH , 19 80 I further certify that the signatures constituted the owners of more than the required 10% in value according to the assessed valuation for general taxation of the property within the area proposed for annexation. Signatures represented $ 65,360.00 of the total $132,380.00 of the assessed valuation of the area, according to the records of the County Assessor, or 49 + DATED THIS 10th day of MARCH IRENE VARNEY MORAN, CMC State of Washington ) County of Snohomish ss: 19 80 CITY CLERK On this day personally appeared before me IRENE VARNEY MORAN, to me known to be the individual described and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act,and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this lo day of % 19 Yd M Notary Public in and for the State of Washington, residing at � W �, 7 CERTIFICATE OF SUFFICIENCY OF PETITION FOR ANNEXATION JACQUELINE G. PARRETT, Deputy I, BE-NE--VARNE'�-M&RAN, City Clerk of the City of Edmonds, do hereby certify that I received on Tuesday the 9th day of April , 1980 , a Petition for Annexation of an area known as the future site of Albertson's, Inc. east of 100th Ave. W. and south of 228th S.W. .Within three days after filing of said Petition, I proceeded to make a determination with reasonable promptness of the said Petition. The assessed valuation of the entire area within the proposed annexation boundaries is $1323380.00 The assessed valuation of signatures on the Petition represents $_132.380.00 The signatures constituted the ownerships of more than seventy- five percent in value of the property within the area proposed for annexation. SEAL SIGNED AND SEALED this %�C day of �'�,c��C19G?O. H- E*& VArR'V� -I90- W+;- -GK- -E{ tQN-Drs -C I-T-Y--GL-&R* JACQUELINE G. PARRETT EDMONDS DEPUTY CITY CLERK. y RECE,`.'� NOTICE OF INTENTION TO C%VENCE ANNEXATION PROCEEDINGS I 198( Douwia.s r/u;vannv/Arlt TO: The City Council of the City of Edmonds Civic Center RECEIVED RECEIVED Edmonds, Washington FEB 2 8 1980 �.� O k 3 1980 Gentlemen: ' Ldmonds City ClQrk DOUVIAS Mulvannv!Arrhitect The undersigned, who are the owners of not less than ten percent in value, according; to the assessed valuation for general taxation of the property for which annexation is sought, hereby advise the City Council of the City -of Edmonds that it is the desire of the undersigned residents of the following area to commence annexation proceedings: The property herein referred to is described on Exhibit "A" attached hereto and is depicted on Exhibit "B" further attached hereto. Itis requested that the City Council of the City of Edmonds set a date not later than sixty clays after the filing of this request for a meeting with the undersigned to determine: (1) Whether the City Council will accept the proposed annexation. (z) Whether the City Council will require the simultaneous adoption of proposed zoning regulations for the proposed area to be annexed. (3) Whether the City Council will require the assumption Of existing, City indebtedness by the area to be annexed. This page is one of a group of pages containing identical text material and is intended by the signers of this Notice of Intention to be presented and considered as one Notice of Intention and may be filed with other pages containing additional signatures which* cumulatively may. be considered as a single Notice of Intention. *OLJNER' S SIGNATURE PRINTED. NAME ADDRESS & LEGAL DATE (Husband and Wife) / DESCRIPTION SIGNED i-. ''See special instructions on cover sheet.. March 19, 1980 Ms. Irene Varney Moran City Clerk City of Edmonds 250 - 5th Avenue North Edmonds, Washington 98020 RE: Albertsons Food Center #454 80-02 9th S Edmonds Way Edmonds, Washington Dear Ms. Moran: Enclosed herewith are signed petitions for annexation of property for the above mentioned project. The intent to annex was heard by the City Council at the March 18, 1980 meeting and passed by them. Following the annexation process, we are submitting petitions signed by the property owners involved. Thank you, and if you have any questions, please contact our office. Sincerely, DOUG i CS/ss Enclour cc: D n MULVANNY/Architects combe - Albe PETITION FOR ANNEXATION TO THE CITY OF EDMONDS, WASHINGTON _ TO: The City Council City of Edmonds Civic Center Edmonds, Washington WE, the undersigned, being the owners of not less than seventy- five percent (75%), in value (according to the assessed valuation for general taxation), of the real property described on Exhibit "A" attached hereto, lying contiguous to the City of Edmonds, Washington, do hereby petition that such territory be annexed to and made a part of the City of Edmonds under the provisions of RCW 35A.14.20, et.seq., and any amendments thereto, of the State of Washington. The territory proposed to be annexed is within Snohomish County, Washington, and is described on Exhibit "A", attached hereto. WHEREFORE, the undersigned respectively petition the Honorable City Council and ask: (a) That appropriate action be taken to entertain this petition, fixing a date for a public hearing, causing notice to be published and posted, specifying the time and place of such hearing, and in- viting all persons interested to appear and voice approval or dis- approval of such annexation; and (b) That following such hearing, and subsequent to approval of the Snohomish County Boundary Review Board if such is convened, the City Council determine by Ordinance that such annexation shall be effective; and that property so annexed shall become a part of the City of Edmonds, Washington, subject to its laws and ordinances then and thereafter in force. The Petitioners subscribing hereto agree ". . . the City Council will require the simultaneous adoption of proposed zoning regulations for the proposed area to be annexed; and the City Council will require the assumption of existing City -indebtedness by the area to be annexed " in accordance with the requirements of the City Council of said City, and as quoted herein from the Minute Entry of the records^ of said City Council meeting. It is further understood the proposed zoning of said area proposed for annexation as shown in the proposed Comprehensive Plan as adopted by Section 12.04.090 of the Edmonds City Code is Commercial. This petition is accompanied and has attached hereto as Exhibit "B" a diagram which outlines the boundaries of the property sought to be annexed. i1A1R1� VING: Every per who signs this petitionoth an other than Y his true na.ne, or who knowingly signs more than one of these petitions, or signs a petition seeking an election when he is not a legal voter, or signs a petition when he is otherwise not qualified to sign, or who makes herein any false statement, shall be guilty of a misdemeanor. PRAYER OF PETITION: (1) Annexation of area described in Exhibits "A" and "B", and (2) assumption of indebtedness of the City, of Edmonds, *01TNER'S SIGNATURE PRINTED NAME ADDRESS AND LEGAL DATE (Husband & Wife) DESCRIPTION SIGNEI * See special instructions on cover sheet. . .., .:, :., i+�,.:.w, ..i �... _.. v.. r+.- ..: C%��C'^.': Via•; } r STREET FILE "*"" CITY F EOMONDS HARVE H. HARRISON 200 DAYTON ST. • EDMONDS. WASHINGTON 98020 • (206) 7752525 MAYOR DEPARTMENT OF PUBLIC WORKS August 1, 1980 Albertson's, Inc. 250 Park Center Blvd. Boise, Idaho 83726 Gentlemen: We accent your estimate by Lloyd Powell of $29,982 for storm drainage installation and $3,891 for improve- ments of curbs, gutters and sidewalks, for a total of $33,873. Prior to working within the public right-of-way, you are required to obtain a permit from the Public Works Department, at which time you will be required to pay for any street restoration. DS/st cc: Lloyd Powell Douglas Mulvanny Edmonds Building Dept. Edmonds Planning Dept. Very truly yours, JA.NIES E!ADAMS, P.E. City Engineer STREET FILE LLOYD POWELL, INC. 12200 Northup Way Bellevue, Washington 98005 (206)454-5053 (206)883-9292 July 30, 1980 Mr. Daniel Smith City of Edmonds Engineering Department 250 Fifth Avenue North Edmonds, Washington 98020 Re: Albertsons Food Center #454 100th Avenue 6 230th Street Edmonds, Washington Site Work Dear Mr. Smith: At your request, I am furnishing you a breakdown of the site and off-site costs. Clearing, grubbing 6 demolition $ 69,392 Utilities 29,982 ' Asphalt & base 66,862 Striping 2,590 Concrete - on site 48,351 Concrete - off site 3,891 — Landscaping 28,881 Irrigation 8,910 Electrical 20,477 Rebar 6,655 Total on/off site costs 285,991 Washington State sales tax 15,158 Total Cost $301,149 Mr. Daniel. Smith July 30, 1980 Page 2 This breakdown is per the plans and specifications as prepared by Douglas Mulvanny/Architects, dated April 23, 1980, along with addenda one, two and three. I hope that this information will enable you to release the permits to our superintendent, Mr. Bruce Adsero. If you have any questions, please contact us. Sincerely, NORWOOD M. NICKOLS, JR. Secretary -Treasurer NNN:pls cc : Douglas Mulvanny/Architects Edward L. Ritter, Albertsons, Inc. James R. Pollard, Lloyd Powell, Inc. Ronald L. Maddox, Lloyd Powell, Inc. w 11VC1r DOUGLAS MULVANNY/d,.Yateots 1920 TERRY AVENUE . SEATTLE, WASHINGTON 98101 12061623 445 DATE O JOB No D •TTE NIi)N `-- PE 1 TO GENTLEMEN: WE ARE SENDING YOU, X Attached F; Under separate cover via _the following items: =1 Shop drawings C. Submittals U Plans I .1 Minority report f": Specificatwns Copy of letter U Change order 0 Certified payroll 1J State e of intent F : Certificate of insurance Signed contract L3 Affidavit of f7 As -built wages paid drawings THESE ARE TRANSMITTED as checked below: Et For approval C, Approved as submitted C 7 Resubmit For your -use Approved as noted ❑ Submit _ XAs requested I_- Returned for corrections O Return— L] For review and comment —copies for approval copies for distribution corrected prints If anclosuros ars not as noted, kindly notify us at once ) -�//��//J��G OAF ; i0 ' �irJ� �J A MEW. F: GWIMC� !;;l0M1WA0',dA '9 M��FINE THESE ARE TRANSMITTED as checked below: Et For approval C, Approved as submitted C 7 Resubmit For your -use Approved as noted ❑ Submit _ XAs requested I_- Returned for corrections O Return— L] For review and comment —copies for approval copies for distribution corrected prints If anclosuros ars not as noted, kindly notify us at once ) Bond No. FA -71122-00-135 n THE EMPLOYERS' FIRE INSURANCE COMPANY (Name of Insurance Company) BOSTON, MASSACHUSETTS PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Al hertsons , Inc. Principal, hereinafter called Contractor, and the The Employers' Fire Insurance Company as Surety, hereinafter called ,Surety are held and firmly -bound unto rityof Fdmnnds, Washington as.Obligee, hereinafter called Obligee, in the amount of Three Hundred Thousand Nine Hundred Fourteen and no/100------------------------------ - - - Dollars ($ 300 914. )� for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and sev- erally, firmly by these presents. WHEREAS, Contractor did under date of enter into a contract with Obligee for site improvements located N.E. corner 100th Avenue and 7111th St., Edmunds, Washington in accordance with drawings and specifications prepared by pri n e p a l which contract is by reference made a part hereof, and is hereafter referred to as the CONTRACT. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Contractor shall promptly and faithfully perform said CON- TRACT, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Whenever Contractor shall be, and be declared by Obligee to be, in default under the CONTRACT (the Obligee having performed Obligees obligations thereunder), the Surety may promptly remedy the default, or shall promptly `I (1) Complete the CONTRACT in accordance with its terms and conditions, or (2) Obtain a bid or bids for submission to Obligee for completing the CONTRACT in accordance with its terms and conditions, and upon determination by Obligee and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Obligee and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of com- pletion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term ,balance of the contract price, as used in this paragraph, shall mean the total amount payable by Obligee to Contractor under the CONTRACT and any amendments thereto, less the amount properly paid by Obligee to Contractor. �I '•%i Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the CONTRACT V falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of Obligee. �] Signed, sealed and dated this 16th day of I JU1V 0 In the presence of: principal DATE July -22, 1980 / Resident Agent Seattle, Washington Location -EMPLOYERS' FIRE ANCE COMPA; Surety By 'w► ct_ st _ IF No man E. Grattan, neylntact 660506-1 Commercial Assurance Companies (X) 1-73 _r Bid No, FA -71122-00- THE EMPLOYERS' FIRE INSURANCE COMPANY (Name of Insurance Company) BOSTON, MASSACHUSETTS LABOR AND MATERIAL PAYMENT BOND NOTE: THIS BOND IS ISSUED SIMULTANEOUSLY WITH ANOTHER BOND IN FAVOR OF THE OBLIGEE CONDITIONED FOR THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT. KNOW ALL MEN BY THESE PRESENTS: That Alber stone In r•_ called Contractor, and the -he EmRIO-y-es.e_'Fi rP Tnc. ,•gII-CE—COUtP.anas Principal, hereinafter o as Surety, hereinafter called Surety, are held and firmly bound unto as Obligee, hereinafter called Obligee, or the use and benefit of claimants as hereinbelow defined, in the amount of Three Hundred Thousand Nino —Hundred Fnurtoe- --- Dollars ($30 -04-4-•_._._), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and sev- erally, firmly by these presents. WHEREAS, Contractor did under date of Obligee for if p —{ mprD�ea=$_�O68t • enter into a contract with E.dmun d -s_, ---Wash is-g_tan in accordance with drawings and specificationsre ared b P P Y principal_ which contract is by reference made a part hereof, and is hereafter referred to as the CONTRACT. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Contractor shall promptly make payment to all claimants shall be void; otherwise it shall remain in full force and effect, subject, however, tas hereinafter defined, for all labor and material used or reasonably required for use in the performance of the CONTRACT, then this obligation o the following conditions: I. A claimant is defined as one having a direct contract with the Contractor or with a sub -contractor of the Contractor for labor, material, or both, used or reasonably required for use in the performance of the contract. The term 'labor and material^ shall be construed to include that Part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the CONTRACT. 2. The above named Contractor and Surety hereby jointly and severally agree with the Obligee that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work orlabor was done or performed, or materials were furnished by such claimant, may site on this bond for the use of such claimant in the name of the prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon, provided, however, Obligee, Obligee shall not be liable for the payment of any costs or, expenses of any such suit. that the 3. No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant shall have given written notice to any two of the following: The Contractor, the Obligee or the Surety above named, within ninety(90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same.by registered mail, postage prepaid, in an envelop ad- dressed to the Contractor, Obligee or Surety, at any place where an office is regularly maintained for the transaction of business, or manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need nserved in any ot made try a Public officer. (b) After the expiration of one (1) year following the date on which Contractor ceased work on said Contract. (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not el sewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Signed, sealed and dated this 1 F, th -- da of Y In the Presence of: Principal TM EMPLOYERS' FIRE INSURANCE. rnMDAary By ` ` �" r • Attorney in G60508-1 W Commercial Anion Assura a Companies 1.74 Ra��7Wr �C►nd t+io. YE1-7111x-=�17i--.I35 TAE EMPLOYERS' FIRE.- INSURKICE COMPANY (Name of Insurance Company) BOSTON, MASSACHUSETTS PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Albertson®, Inc. as Principal, hereinafter called Contractor, and the The Employers' Fire Insurance Company. as Surety, hereinafter called ,Surety are held and firmly -bound unto City of Edmund©. Washington asbligee, hereinafter called Obli a in the amount of Three Hundred Thousand nine Hundred fourteen aad nofr00------------------------------------ Dollars ($ 300 914. >, for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and sev- erally, firmly by these presents. WHEREAS, Contractor did under date of enter into a contract with Obligee for site Improvements located N.E. cornor 100th Avenue and 230th St., adouud®, Waahington in accordance with drawings and specifications prepared by principal which contract is by reference made a part hereof, and is hereafter referred to as the CONTRACT. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Contractor shall promptly and faithfully perform said CON- TRACT, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Whenever Contractor shall be, and be declared by Obligee to be, in default under the CONTRACT (the Obligee having performed Obligee's obligations thereunder), the Surety may promptly remedy the default, or shall promptly (1) Complete the CONTRACT in accordance with its terms and conditions, or (2) Obtain a bid or bids for submission to Obligee for completing the CONTRACT in accordance with its terms and conditions, and upon determination by Obligee and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Obligee and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of com- pletion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The. term "balance of the contract price', as used in this paragraph, shall mean the total amount payable by Obligee to Contractor under the CONTRACT and any amendments thereto, less the amount properly paid by Obligee to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the CONTRACT falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee named herein or the heirs, executors, administrators or successors of Obligee. Signed, sealed and dated this 16th day of Jolt' 80 E 19 . In the presence of: Principal DATE July 22, 1980 Resident Agent Seattle, Washi.njyton Location THE EMPLOYERS' FIRE 13SuaANCR COMP By Oiman Grattan ,A rgy!nfact G60X)6-1 Commercial Union Assurance Companies 1-73 trona i4o. - ZL-t)t)-135 THE E. LOYLRS' }'IRL 14SURANCE C01 NY t (Name of Insurance Company) BOSTON, MASSACHUSETTS LABOR AND MATERIAL PAYMENT BOND NOTE: THIS BOND IS ISSUED SIMULTANEOUSLY WITH ANOTHER BOND IN FAVOR OF THE OBLIGEE CONDITIONED FOR THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT. KNOW ALL MEN BY THESE PRESENTS: That Al B a r t s on s I n c. as Principal, hereinafter called Contractor, and the The jym loyerz' Fire Insurance CoulpanY as Surety, hereinafter called Surety, are held and firmly bound unto City o f Edmunds . rW a s h i n g t o n as Obligee, hereinafter called Obligee, or the use and benefit of claimants as hereinbelow defined, in the amountof Three Hundred Thousand :line Hundred Fourteen--- Dollars ($300 914.I. for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and sev- erally,firmly, by these presents. WHEREAS, Contractor did under date of enter into a contract with Obligee for site improvements located 'l F enrn®r 1001 -ii Avenue and 2300. St &dmunds . Waahinaron in accordance with drawings and specifications prepared by p r i n c i p a l which contract is by reference made a part hereof, and is hereafter referred to as the CONTRACT. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Contractor shall promptly make payment to all claimants as hereinafter defined,, for all labor and material used or reasonably required for use in the performance of the CONTRACT, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1. A claimant is defined as one having a direct contract with the Contractor or with a sub -contractor of the Contractor for labor, material, or both, used or reasonably required for use in the performance of the contract. The term "labor and material" shall be construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the CONTRACT. 2. The above named Contractor and Surety hereby jointly and severally agree with the Obligee that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant in the name of the Obligee, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon, provided, however, that the Obligee shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant shall have given written notice to any two of the following: The Contractor, the Obligee or the Surety above named, within ninety(90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail, postage prepaid, in an envelop ad- dressed to the Contractor, Obligee or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. (b) After the expiration of one (1) year following the date on which Contractor ceased work on said Contract. (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not el sewhere. 4. The amount of this frond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Signed, sealed and dated this In the Presence of: 16th ' __day of 19 �� ,X u l X � Jxa Principal TAE EMPLOYERS' FIRE 13SURANCC COMPANY By "'! Attorney in fact G60508.1 Commercial Union Assurance Companies 1-73 TATE OF L-alifornia NOTARIAL ACKNOWLEDGMENT COUNTY OF Los Angeles ss On this 16th day of _ July 1980 before me, a Notary Public of the State and County aforesaid, re- siding therein, duly commissioned and sworn, personally came Norman E. Grattan, Jr. to me known, who being by me first duly sworn according to law, did depose and say that he resides in_ Los Angeles ; that he is an attorney in fact of The Employers' Fire_ I_nsuranceCo_m_pany _ (Nome of Surety Company) -i^-- - the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed to such instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order; that he executed. and delivered such instrument on behalf of said corporation as its voluntary act and deed for the uses and purposes therein mentioned, oe000se0000eooeoeoeeooyeo a ?Oen :? OFRCI,�,L ^E:1L •�tfiy:r'.�i:pCi: �\. i ..'�_.I �t,`J (jam J; NOTARY LOSMy Commission Commission expires itiay 17, 1931 G60832 gse00000es0000000eso�0000�000u 10-70 eso ve :. That Attorneys -in -F ct-may he even � f•I`p aut or o execute d=m�thc na'm and_q�' tichalf ren of the company any and all bonds, r ognizances, contracts of indemnity, and all other writings, obligatory in the nature 17,—co f and any such in ment executed y any such Attorney -in -Fact shall be as b il, g upon the company as if signed by the President and seal and at the Secr and, further, Attorneys•in-Far--tar- hereby authorized to verify any affidavit required to be �att ched to bond recognizan�tr es, contracts o icy, and�ll nth r writings obligat r. in the nature thereof, and are also auth riled and em ered to Eertif to a copy of any o he�fiy-laws f the company as�w Il as any resolution of 1^ p the Directors hay ng to do wit a exec ton of bonds, recogniza cc antracIs of • demnity, and all of .r writings obligatory in Y \N the nature there f, and to cer tf copies of the ower of Atto y regard t the powers of any f the officers of the com- pany or o[ Atror eys-• - ct. f is ppoower of actor ey is sign d a d s led by facs• ile and the tho tty of the' f lowing R�• o�lotion dopted by he llirectors of Tf{F:PI,01'ERS' FI F ENSU C COMPANY at a m .ting d y Iled a on ;th/vTwenty-se enth clay f July, 1972: "Resol d: That the signature of th Pre entero ny Vice-Presiden , or Assistant ice-Pre�d nt, and the signature of the Secret or any Assistant Secretary nd t e-C-ompa�y{Seal may be a1 x y facsimile tr any Kew of attorney or to any certificate reg ting cher to appointing Attor?eys-i -Fact for purposes only of a ut'ng and attes ng Any b nd, undertaking, recog- nizance oro er writ[ obligation in the natur thereof, and any such si ture and seal wher so sed, clog he y adopted by the compan as the iginal signature of s c officer and the original I of the company, to a alicla d bindi upon the com- pany with t e same once and effect as tho manually affixed." IN WI WHEREOF, THE EMPLOYERS' FIRE INS ANCE COMPANY, has caused a pr ents to be signed by its Assistant Vic President and its corporate seal to be hereto affiae , duly attested by its Secretary on i 26 day of Dec. 1979 %'•= E EMPLOYERS' FIRE INSURANCE COMPANY o: 1821 1 j•., 1�� w��,s?O . L Attest: By Raym in At. Defossez Uxretelry Robert 1.6pe er —(/Assistant Vice -President CON NI I 1' AI-TH OF MA ACHUSE'iT L/ CONN' Y FSUFFOLI: SS. On lh'. sl clay if De , caber If 9, before nic personally came Robert J. Spencer/,n t Vice -President, and Raym Nt. Def Z, rcta of T e EMPLOYER FIRE INSURANCE: COMPANY, to me personally kbe the individuals and office s described in d "hi, xecu d the piecedin instrument, and they acknowledged the execution of thnd being by me duly styor severally ani eac for hi self deposeth : d sayeth, that�tfiey are the said officers of the Company, and that the seal af- h.xeeJ to the precedi g ins runt nt s the corporate seal of said ,96mpany and that the said corporate seal an their signatures as such officers ��cre duly allied nd s )srr d to the said instrument by ,,,tfie authority and direction of the -said ComnarSv. CFRTI 1, the. undersigned. Assist nt Secretan/ f THE EMPLO ERS' FII certify that the foregoing w•er of attorney is in full fore and has of Directors set forth in dht power of attorney are now in force. Signed and sealed t.t the City of Boston. Dated this �,a[ rtis ti : •bio"•. Lq ♦;fie O .• o: 192fr( � it • F60903-8 � A� IS (My�ndra Witcp otary Public Commtrslp expfr s .lugurr I, 1983) /INSURANq COMPANY, t fassachusetts Corporation, do hereby it been revo d; and furthe ore, that the Resolutions of the Board 16th da of July 19 80 /J 00 t r� toor- Andreis J. Grots.— Assistant Secretary 8-78 POSER OF ATTORf KNOW Al -I. MEN BY "fHF.SI: PRESENTS, that T•HE EMPLOYERS' FIRE INSURANCE COMPANY, a corporation duly orgsnizcd and existing under the laws of the Commonwealth of Massachusetts, and having its principal office in the City of Boston, Mass.. hath made, constituted and appointed, and does by these presents make and constitute and appoint Charles H. Thompson, Arthur J. Roche, Carl b}elikian, Norman E. Grattan and K. Bourque all of Los Angeles, California. and each of them its true and lawful Attorney -in -Fact, to make, execute, seal and deliver for and on its behalf as surety any and all bonds or undertakings and the execution of such bonds or undertakings in pursuance of these presents, shall be binding upon said Company as Golly and amply, to all intents and purposes, as if such bonds were signed by the President, %paled with the corporate seal of the Cornpany, and duly attested by its Secretary, hereby ratifying and confirming all the acts of said Attorney -in -Fact pursuant to the power herein givrn. This Power of Attorney is made and executed pursuant to and by authority of the following resolutions adopted by the Board of Directors of THE EMPLOYERS' FIRE INSURANCE COMPANY at a meeting duly called and held on the Twenty-seventh day of July, 1972: Resolved: That the President, or any Vice -President, or Assistant Vice -President, may execute for and in behalf of the company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, the same to be attested when necessary and the seal of the company affixed thereto by the Secretary, or any Assistant Secretary; and that the President, or any Vice -President, or Assistant Vice -President, may appoint and authorize an Attorney -in -Fact to execute on behalf of the company any and all such instruments and to affix the seal of the company thereto; and that the President, or any Vice -President, or any Assistant Vice -President, may at any time remove any such Attorney -in -Fact and revoke all power and authority given to any such Attorney -in -Fact. Resolved: That Attorneys -in -Fact may be given full power and authority to execute for and in the name and on behalf of the company any and all bonds, recognizances, contracts of indemnity, and all other writings, obligatory in the nature thereof, and any such instrument executed by any such Attorney -in -Fact shall be as binding upon the company as if signed by the. President and sealed and attested by the Secretary, and, further, Attorneys -in -Fact are, hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and are also authorized and empowered to certify to a copy of any of the by-laws of the company as well as any resolution of the Directors having to do with the execution of bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and to certify copies of the Power of Attorney or with regard to the powers of any of the officers of tile com- pany or of Attorneys -in -Fact. This ppoower of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Directors of THE EMPLOYERS' FIRE. INSURANCE COMPANY at a meeting duly called and held on the Twenty-seventh clay of July, 1972: "Resolved: That the signature of the President, or any Vice- President, or any Assistant Vice -President, and the signature of the Secretary or any Assistant Secretary and the Company Seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Attorneys -in -Fact for purposes only of executing and attesting any bond, undertaking, recog- nizance or other written obligation in the nature thereof, and any such signature and seal where so used, being hereby adopted by the company as the original signature of such officer and the original seal of the company, to be valid and binding upon the com- pany with the same force and effect as though manually affixed." IN WITNESS WHEREOF, THE EMPLOYERS' FIRE INSURANCE COMPANY, has caused these presents to be signed by its Assistant Vice -President and its corporate seal to be hereto affixed, duly attested by its Secretary on this 26th day of Dec. 1979 favI[ i' e 1.21 Attest: Raymond Rt. Defossez USecrelarY CONIMONWE,ALT'H OF MASSACHUSE-ITS COUNTY OF SUFFOLK SS. THE EMPLOYERS' FIRE INSURANCE COMPANY By 4 �� --- Robert 1.'Spe A er —(/Assistant Vice -President On this 26th day of December 19 79, before me personally came Robert J. Spencer, Assistant Vice -President, and Raymond M. Defossez, Secretary of The EMPLOYERS' FIRE INSURANCE COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and sayeth, that they are the said officers of the Company aforesaid, and that the seal af- fixed to the preceding instrument is the corporate seal of said Company and -that the said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Company. �_ CL lot' sCka Lj Sandra Wiechow — Notary Public (My Commission expires August 2, 1985) CERTIFICATE 1, the undersigned, Assistant Secretary of THE EMPLOYERS' FIRE INSURANCE COMPANY, a Massachusetts Corpooation, do hereby certify that the foregoing power of attorney is in full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors set forth in the power of attorney are now in force. Signed and sealed at the City of Boston. Dated this F60903-8 16th day of July 1980 67 Andreis J. Grots — Assistant Secretary 8-78 12/78 DATE ja FILE 11 ADB�4-80 4TRET RLE E SITE PLAN CITY OF EDMONDS BUILDING PLANS (3): ELEVATIONS APPLICATION LANDSCAPE PLAN to the ENVIRONMENTAL DATA Receipt 11 ARCHITECTURAL DESIGN BOARD SIGN EXHIBITS (3) PLAN MODIFICATIONS TO FILE NUMBER: HEARING DATE MARCH 5, 1980 OWNER/ REPRESENTATIVE Douglas Mulvanny/ Architects PHONE 623-6445 ADDRESS 1920 Terry Ave. Seattle WA 98101 ZIP CODE 98101 CONTACT PERSON Carol Simpson PHONE 623-6445 ADDRESS 1920 Terry Ave Seattle 14A ZIP CODE 98101 ARCHITECT/DESIGNER _(above) PHONE 623-6445 PROPERTY ADDRESS 9th Ave. (100th) & Edmonds Way (S.R_ lo4) ZONING BN LEGAL DESCRIPTION see attached PLANS SUBMITTED FOR APPROVAL: 1. Building Plans - Preliminary Final X Site Plan X Landscape Plan X Elevations X 2. Sign Elevations X Site Plan X Landscape Plan X 3. Modification of previous approval EXISTING USE OF PROPERTY 2 residences, vacant property with adjacent bowling alley DESCRIPTION OF PROPOSAL Construction of new retail__.food-center approximately 29,716 square feet including total site improvements, storm, utilities paved and striped – parking, landscapin . APPROXIMATE DATE WORK WILL BEGIN ON PROJECT APRIL 1980 ESTIMATED TIME FOR COMPLETION OF WORK OCTOBER 1980 I (we) hereby certify to the best of my (our) knowledge, that the statements and information contained herein are, in all respects, true and correct. "FILE T; NS PitCKET TOGETHER DATE 6 �o --- ---: OF (Signature oYApplica ft) RECF:, for Douglas Mulvanny/ Architec'N L 2 4 1980 Dir, Of Publ! • 3 Ab STREET FILE COUNCIL Councilman Nordquist advised that Vic Sood could not be present this evening and had requested that the discussion on the recommendations from the Community Transit intermodal study (Item 6 on this evening's agenda) be placed on the July 8 agenda. MOTION: COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILWOMAN ALLEN TO PLACE THAT DISCUSSION 0 cl" ON THE JULY 8, 1980.AGENDA. MOTION CARRIED. Councilman Nordquist acknowledged a letter from Sister Ingrid Doyle thanking the Council for its action regarding the library. Councilwoman Goetz noted that a letter had been received from the the Kiwanis Club of Edmonds' Seniors stating they had passed a resolution to place a bench at the bus stop in front of the Edmonds Bakery. Councilwoman Goetz thanked them. Later the question was raised as to whether their letter actually meant they were going to pay for the bench or if they expected the City to do so. Mayor Harrison will contact them and he indicated it was his assumption that they intended to provide the bench. Councilwoman Jaech inquired whether City Attorney Jim Murphy had a response for Mr. Morrison regarding the last meeting of the Shoreline Management Advisory Committee. �"t, Mr. Murphy said he had requested the minutes of that meeting but had not yet received d att4w them, and he could not prepare a response until he sees the minutes. It was noted that a member of the Arts Commission had missed three consecutive meetings of that Commission and that Ordinance 2033 provides for automatic removal when three consecutive meetings are missed. Mayor Harrison asked if the Council MOTION: wished to continue this policy. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILWOMAN GOETZ, THAT A DISCUSSION OF ATTENDANCE FOR BOARDS AND COMMISSIONS BE PLACED ON THE c.'.f, ct"4E JULY 8, 1980 AGENDA. MOTION CARRIED. 7 Councilwoman Allen noted that there was a memorandum from Parks & Recreation Director Jim Jessel regarding a petition to remove parking on 185th adjacent to the Seaview Park playfield. He suggested the petition and the input from the upcoming June 24 Seaview Park discussion be referred to the Park Board, with the Council then taking MOTION: action the following week on July 1. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILMAN NORDQUIST, TO FOLLOW MR. JESSEL'S SUGGESTION AND THAT THE CONTINUED DISCUSSION ON a,,ti SEAVIEW PARK BE PLACED ON THE JULY 1, 1980 AGENDA. MOTION CARRIED. Councilwoman Allen noted that Councilman Nordquist had furnished a letter from Jay Hansen of Recon Enterprises, requesting that the Council change its mind on the requirement that they pay for the vacated portion of 4th Ave. which they wish to use for parking. The letter discussed the financial burden placed on Recon Enterprises in developing the condominium. Councilwoman Allen commented that the Council is not always aware of the costs being imposed on people, but Councilman Gould stated that the costs of his building are entirely different from his paying for this separate, piece of property. No action was taken, and Councilman Nordquist said he just wanted to share the letter with the Council. Councilwoman Goetz acknowledged the memorandum from Parks & Recreation Director Jim Jessel regarding the Community Schools Program for the Esperance area, in which he stated that the School District's adult education goals are changing and the new Superintendent has shown interest in taking over the community school program. Mr. Jessel observed that any agreement with the City of Edmonds on this subject probably is several months away, and Councilwoman Goetz stated that there is still hope for it. This was to be Item 8 on this evening's agenda, but the current status left nothing to discuss for the present. At this time, Councilman Naughten arrived (8:45 p.m.). HEARING ON PETITION FOR ANNEXATION AND PROPOSED ZONING FOR ALBERTSONS' PROPERTY I Planning Division Manager Mary Lou Block showed the location of the property on a vicinity map and said the proposed zoning was BN which would be consistent with the surrounding zoning, with land uses in the area, and with the Comprehensive Policy Plan. The Council had held the first hearing on this matter on May 6, 1980 at which time the Planning Commission's findings of fact were furnished, indicating the criteria for rezone were met. The Planning Staff recommended approval of the BN zoning and of the annexation. The public portion of the hearing was opened, no one wished to EDMONDS CITY COUNCIL MINUTES Page 3 - June 16, 1980 /5- COUNCIL S 4V f•;. I• L7 MOTION: speak, and the public portion was closed. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO ADOPT ORDINANCE 2151, ANNEXING THE SUBJECT PROPERTY TO THE CITY OF EDMONDS AND DESIGNATING THE ZONING OF THAT PROPERTY AS BN, BASED ON THE FINDINGS OF FACT OF THE PLANNING COMMISSION. MOTION CARRIED. DISCUSSION ON PLANNING ADVISORY BOARD Councilman Gould stated that the Council had discussed at the recent retreat what the functions of the Planning Advisory Board would be. He read those from his summary of the retreat. The question of length of term was discussed, following which COUNCILMAN NAUGHTEN MOVED, SECONDED BY COUNCILWOMAN JAECH, THAT THE TERMS OF MEMBERS OF THE PLANNING ADVISORY BOARD WILL BE TWO YEARS, WITH OPTION OF REAPPOINTMENT. Councilwoman Allen said she was reluctant to take such action until Title 20 has been reviewed. Councilman Gould said it was his understanding that appointment of the Planning Advisory Board would dovetail into the passing of the Community Development Code and the hiring of the hearing examiner. City Attorney Jim Murphy advised that they could discuss what they were going to do and discuss personnel and terms, but there would be no board until the new code is adopted, and at that time a hearing,examiner and Planning Advisory Board should be ready to be in place. Planning Consultant John LaTourelle stated that he expected when the new code is actually passed it will have an effective date of some two months following the approval, thereby providing the time to do the necessary hiring and make the appointments. Councilman Gould requested for the Title 20 discussion on July 1 the Council be provided: (1) A summary of the retreat information on Planning Advisory Board topics; (2) The essence of the Planning Staff memorandum of April 24, 1980 discussing the Planning Advisory Board, number of members, etc.; and (3) The essence of the Planning Staff memorandum of March 6, 1980. No action was taken on the motion on the floor. �..�. Councilman Gould advised the Clerk that he will be absent June 24, 1980, and Councilman Naughten advised that he will be absent July 15, 1980. There was no further business to come before the Council, and the meeting was adjourned at 9:05 p.m. EDMONDS CITY COUNCIL MINUTES Page 4 - June 16, 1980 N 4W FILE COPY STREET FILE June 4, 1980 MEMO TO: Planning Department FROM: Engineering Division SUBJECT: ALBERTSON'S.ANNEXATION ORDINANCE AND EXHIBITS Reference: Letter, dated May 22, 1980, from Wayne Tanaka, City Attorney, to Mary Lou Block, Planning Department Attached herewith you will find corrected draft of ordinance together with Exhibit "A" drawing and Exhibit "B" legal description('. These are for your use when this matter is placed on an upcoming Council agenda. Corrections are on Pages 3 and 4 of the draft. The drawings require the affixing of the appropriate reso- lution and ordinance numbers and dates. Originals are being sent to the City Attorney for his files by a carbon copy of this memo. A copy suitable for good reproduction is also being sent to the City Clerk for her files. Initials and date on lower lefthand corner of attachments indicate that they have been checked by,the Engineering Division. J 151 - E E. ADAMS POw/ j f cc: Wayne Tanaka (with original attachments) Irene Varney Moran (with attachments) Attachments ( Pages) . j�� alfl'5' Pat Wilson Dt r- 5/22/80 _ ORDINANCE NO. ` AN ORDINANCE OF THE CITY OF EDMONDS, WASH- INGTON, ANNEXING CERTAIN REAL PROPERTY TO THE CITY PURSUANT TO THE PETITION METHOD;"'"' DESIGNATING THE ZONING CLASSIFICATION FOR THE NEWLY ANNEXED PROPERTY AS BN; AND ES- TABLISHING AN EFFECTIVE DATE OF ANNEXATION. WHEREAS,.the City of Edmonds, Washington, has re- ceived a petition for annexation from the owners of certain property located in unincorporated Snohomish County, the legal description of which is set forth below, and WHEREAS, the proposed annexation was submitted to the Snohomish County Boundary Review Board and said Board has waived its jurisdiction pursuant to RCW 36.93.110, and WHEREAS, pursuant to the petition for annexation, the City Council has determined that the property shall be assessed and taxed at the same rate and on the same basis as property within the City of Edmonds for any existing in- debtedness of the City, and WHEREAS, pursuant to RCW 35A.14.330 - .340, the City Planning Commission has held a public hearing on the proposed zoning classification for the property to be effective upon annexation and the City Council has held two or more public hearings at least thirty (30) days apart upon the proposed zoning classification, and WHEREAS, the Planning Commission has forwarded its recommendations to the City Council in Planning Commission Resolution No. 656, and WHEREAS, in accordance with Planning Commission Resolution No. 656, the City Council has held a public -1- �s w hearing on the proposed annexation and on the proposed zoning classification and at the conclusion of said hearing. the City Council has determined the following: 1. That the Findings of Fact and Conclusions of Planning Commission Resolution No. 656 are correct and are hereby adopted by the City Council in full; 2. The proposed annexation will be in the best interest of the public health, safety and general welfare and the proposed zoning classification will not be detrimental to the surrounding properties or uses either within or without the City of Edmonds; 3. In accordance with the findings of the City of Edmonds responsible official, the City Council finds that the proposed annexation and the proposed zoning classifica- tion will have no significant adverse environmental impacts, now, therefore, THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. There has been filed with the City Council of the City of Edmonds, Washington, a petition in writing, signed by owners of more than 75% in value, according to the assessed valuation for general taxation of the pro- perty for which annexation was petitioned; that said petition set forth a legal description of said real property and said petition was accompanied by a plat or drawing outlining the boundaries of the property sought to be annexed; and that prior to the filing of said petition, the City Council -2- "_ "��.�L'3sCZ:csrr(.�.»� -"- -'.,<-_.,:.e,.+- .-.. ...... _ .__ ....__ �-_�,^�sanazcxa�eamr.• X11 indicated its tentative approval of such annexation. Section 2. Tuesday,.June 16, 1980, was set as the. date for public hearing'on said petition. Notice of such hearing was published in the Western Sun edition of the Everett Herald, a newspaper of.general circulation in the City of Edmonds and the area to be annexed. Notice of such hearing was also posted in three places within the territory proposed for annexation, said notice specifying the time and place for such hearing and inviting persons interested to appear and voice approval or disapproval of the annexation. Section 3. The territory proposed by said petition to be annexed to the City of Edmonds is situate in Snohomish County, Washington, is contiguous, proximate and adjacent to the present corporate limits of the City ofEdmonds and is more particularly described in Exhibit;' ', attached hereto and incorporated herein by this reference as if set forth in , full. Section 4. The territory described in Exhibit�V"A #118 / should be, and the same is hereby made a part of the City of Edmonds. Section 5. Pursuant to the petition for annexa- tion, the property newly annexed shall be assessed and taxed at the same rate and on the same basis as property in the City of Edmonds for any now outstanding indebtness of the City, including assessments or taxes or payment of any bonds issued or debts contracted, prior to or existing at the effective date of this annexation. -3- „-.-;.si:. c, N. _»,.-ni.:=4.. . .raw im.,:...pw.q : k wiv,.'a+'..':"• .. _ -� r.: '%_ Section 6. The Official Zoning Map of the City of Edmonds, Washington, is hereby amended to designate the zoning classification of the property described on Exhibit,5 4a 1 a8% as Neighborhood Business (BN). Section 7. The Director of Community Development and the Director of Public Works are hereby authorized to effectuate the necessary amendments to the Official Zoning Map of the City pursuant to this ordinance. Section 8. The City Clerk is hereby directed to record a certified copy of this ordinance with the Snohomish County Auditor and file a certified copy of this ordinance with the Snohomish County Council. Section 9. This ordinance shall be in full force and effect and the area annexed shall become a part of the City of Edmonds five (5) days after passage and publication by posting of this ordinance as provided by law. APPROVED: MAYOR, H. H. HARRISON ATTEST/AUTHENTICATED: CITY CLERK, IRENE VARNEY MORAN APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: FILED WITH THE CITY CLERK: May 22, 1980 PASSED BY THE CITY COUNCIL: POSTED: EFFECTIVE DATE: 1 4 \ 1 S 16 I 2 / �"_�,°.'E OLYMPI IVIEdV SEC. 369 T. 27 N.9�R. 3 E. ------- �� 13 --- ®yj -- TH P -W. W II / ip b 7 6 ' PARKj� �ES,�AT S L j N(�.1 6 O > 3 0 � _. _ TO BE ANNEXED z = v NO TO THE CITY OF a— EDMONDS. m EDMONDS WAY 7 g 1 s/ \\ a IS EDM ND$ 02 10 3 -- l-- 13 16 4 I I Lt1 12 5 d17 ,a 12 ;BER0U ST11 _ J —ie WONZEL'S -- -- �I 2 1-_-- a ___ 3 2 o 10 19 231 P 13 O9 F- _ 1 i 20 REPjAT 14 tl 2 1 9 I 3 2 ND ST. LJ MOREH U 1 Q 2 2 m rn ADD. ANNEXATION & REZONING, OF REAL PROPERTY IN THE VICINITY OF IOOTH AVE. W. & EDMONDS WAY (S.R. 104) I RES. N0.®DATE® RD. N0.® DATES SHT. NO. 15 OF OFFICIAL ST. MAP CITY OF EDMONDS' ¢-sa EXHIBIT ,A s w FILE COPY E X H I B I T ANNEXATION AND REZONING OF REAL PROPERTY IN THE VICINITY OF 100TH AVENUE WEST AND EDMONDS WAY (SR 104 That portion of the NW4f NW4, NE4i Section 36, T27N, R3E, W.M. in Snohomish County, Washington, described as follows: Commencing at the northwest corner of said subdivision; thence S 0051'04" W. along the west line of said subdivision, 210.00 feet; thence S 88045'18" E. parallel to the north line of said subdivision, 37.50 feet to the east margin of 100th Avenue West and the True Point of Beginning; thence S 0051104" W. along said east margin, 119.83 feet to the north line of the Sk, NW -3, NW4i NE,, of said section; thence S.88044'17" E., along said north line, 292.12 feet; thence N 0040'16" E., 179.92 feet; thence N. 88045'18" W., 160.01 feet thence S 0040'16" W., 60.00 feet; thence N 88045'18" W., 131.73 feet to the True Point of Beginning. Said parcel contains 44,594 square feet or 1.0237 acres, more or less. AT WILSON DT. 6/4/80 R'a.6v . •1- VAI ►'lI■ir■IJAF1m aILVA ILVA 1■1► r(M-FAV91a 44 _. r.. •r ....,...v ...,..._........._..e _ ___._. _... -______ .. STREET FILE THESE MINUTES SUBJECT j TO MAY 27 APPROVAL EDMONDS CITY COUNCIL MINUTES May 20, 1980 The regular meeting of the Edmonds City Council was called to order at 8:05 p.m. by Mayor Harve Harrison in the Council Chambers of the Edmonds Civic Center. All present joined in the flag salute. PRESENT STAFF PRESENT Harve Harrison, Mayor Charles Dibble, M.A.A. Jo -Anne Jaech Fred Herzberg, Public Works Director Bill Kasper Jim Adams, City Engineer Katherine Allen John LaTourelle, Planning Consultant John Nordquist Mary Lou Block, Planning Division Manager Ray Gould Richard Pearson, Code Revision Project Manager Larry Naughten Irene Varney Moran, City Clerk Mary Goetz Marlo Foster, Police Chief Jack Weinz, Fire Chief Art Housler, Finance Director Jim Jessel, Parks & Recreation Manager Jim Murphy, City Attorney Jackie Parrett, Deputy City Clerk CONSENT AGFNDA Mayor Harrison advised that the suggested hearing date in Item (F) on the Consent Agenda should be changed to June 16, 1980. Items (B), (C), (D), and (E) were removed MOTION: from the Consent Agenda. COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN GOULD, TO APPROVE THE BALANCE OF THE CONSENT AGENDA. MOTION CARRIED. The approved items on the Consent Agenda included the following: (A) Roll call. d Ci4"h-, (F) Setting hearing date of June 16, 1980 for proposed annexation of Albertsons property. CX., tj,,_,b (G) Setting hearing date of June 3, 1980 for 5 -Lot Subdivision at 9122 Main St. (Brubaker) (H) Adoption of Ordinances 2141 and 2142, vacating portion of 98th Ave. W., north of SR 104, and amending Official Street Map. (I) Authorization for Mayor to execute amendment to Collective Bargaining Agreement for police employees. APPROVAL OF MINUTES OF MAY 13, 1980 Item (B) on Consent Agenda] Councilman Kasper asked that the Minutes be corrected on page 3, the second paragraph. Lz" In the fifth line from the bottom of that paragraph, in his discussion of the motion, the word "preparation" near the end of that line should be corrected to "information." He was stating that his reason for voting against the ordinance the previous week was because of the lack of information on his part and the whole Council had not discussed the proposal adequately, and that the Mayor claimed he had not seen the proposal nor MOTION: approved the raises set forth in the ordinance. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILMAN NORDQUIST. TO APPROVE THE MINUTES OF MAY 13, 1980 AS CORRECTED. MOTION CARRIED. REPORT FROM MAYOR REGARDING UNSIGHTLY CORNER AT WESTGATE [Item (C) on Consent Aaendal Councilman Naughten said he had asked that the use of this lot be investigated because there had been numerous complaints that it was unsightly. M.A.A. Dibble had provided a written report which he discussed. He said the corner is unsightly because of the weeds and lack of landscaping, and because numerous private parties park used cars there displaying "For Sale" signs. He said this is an undeveloped lot, not a part of the shopping center, so the City cannot require landscaping. Further, it has been an FILE COP May 15, 1980 MEMO TO: Harve ii . Harrison Mayor FROM: Fred Herzberg Director of Public Works SUBJECT: SET HEARING DATE FOR PROPOSED ANNEY.ATION OF ALBERTSON'S PROPERTY._ (SUGGESTED DATE: JUNE 24, 1980.) The Snohomish County Boundary Review Board met on May 13, 1980 and waived jurisdiction for this annexation. The sixty-dav (60) review period will expire on .Tune 21, 1980. There is no known opposition to this annex- ation. Reference is made to the meeting with the property owners of this property at the City Council meeting of March 25, 1980. A copy of the minutes is attached. It is recommended that the City Council set a hearing date of ,Tune 24, 1980 and instruct the City Attorney to prepare an ordinance. FFH/ j f Enc 1. FRED F. HEnZBERG 41 4M•.y,�sS�a.A ..ip�.. ._ .. ��.._. -- .Be F� n A. +_. ..i _ _ ., ._ � .. . May 13 1980 FIRST FLOOR COUNTY HEARING ROOM SNOHOMISH COUNTY ADMINISTRATION BUILDING EVERETTv WASHINGTON- MEETINQ TO BEGIN AT 7:30 R_M_ 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. gRELiNiNARY REVIEW FILE NO. 10-80 - CITY OF EDMONDS Proposed Annexation Albertsons Property 4. PUBLIC HEARING FILE NO.. 3-80 CITY OF LYNNWOOD Proposed Annexation 212th St' S.We' and 44th Ave. W. Area I 0, MOS SNOHOMISH COUNTY BOUNDARY REVIEW BOARD ; CASE HISTORY FILE NU'. t -. 10$0 KNOWN AS THE Albejtsons, ANNEXATION TO'. - CITY OF EDMONDS FILED EFFECTIVE -`A -22 -SO t ? (Date of'^Cg4aty. C6mmJ6sioners . approval for 'water%sewerdist:. ~A proposals) Preliminary Review Hearing is convened to ascertain•.the'f4,cto,,and, either WAIVE JURISDICTION PRELIMINARY REVIEW HEARING': 5-13-80-*={ INVOKE JURISDICTION -DATE'SET FOR PUBLIC, HEARING ` UPON FAILING.TO 60-DAY.REVIEW EXPIR.'DATE: 6-21-80 INVOKE JURISDICTION 9 / `-`--- Copies. of. Case History: Initiator: City of.'Edmonds Jim Adams. (City,Engineer)...= Petitioner:Albertsons' Inc. (D. Mulvaney),. S.E.P.A.: A Declaration of Nonsignificance has been submitted from the City for this proposal. Notice of Opposition.Received: None Agency,.Responses: Snohomish County Auditor's Office states the proposal ene"ompasses the .' taxing districts of Commissioner Dist. #2, School Dist,:.#15, Fire. Dist. #l, and. Olympic View Water District. Snohomish County'Planning Department states: No comment-. Snohomish.County Engineering Dept. states: No comment. Snohomish Health Dist. has no objections to this proposed annexation. Snohomish County Assessor's Office states the legal is'okay. Chief Clerk had no comment. :.r, s110110MISH COMM ;y APR 2 2 1980 ALBERTSON' S ANN1;XATIOId BOUN�4kr RiPIEfY ';:;p That portion of the NW';;, NW'r„ NE 4j Section 36, T27N R3E, ;+ W.M. i.n'.Snohomish County, Washington, described as follows: Commencing.at the�no•rthwest corner of said subdivision; '. a' ahence.S 0°51'•04" W. along the west line of said spbdivi- , sion, 210.00 feet; thence S 88°45'.18" E. Parallel. t4 the S,F� ,. north line of said subdivision, '37.50 feet to the 'east mar- gin.of 100th Avenue West .and the True Point of Beginning;. thence-S.O°51'04" W.-along said east margin, 119.83 feet to the north line_ of the S32, NW-4 , tR-14, NE4 of said section; thence:S 88044'17" E., along said north line, 292.12. feet; thence N 0040'16" E., 179.92 feet; thence N 8$°45'18" W., 160.01 feet; thence S 0040'16" II., 60.00 feet; thence iJ 380 45'18" W., 131.73 feet to the True Point of.Beginning.` Said parcel contains 44,594 square feet or l,0237.acres,. more or less. is 12198.0. :,I,% Ui M -n 7. •,� - ,r:� ..`I�o%a" '! t •r.?i a i .i "�• t '�a'v;G r^'+„^C N.E. �V4 S 'C - _ Sec. Goc 11, 16 PL: S WQ' 12, 9 G I4• AJC AT No ' Ski+, :I``'+ !-,.. IT.�' Q ( + .. ,� . Iw�•IJ + ,,I Y l • 1 1 _ _ t ,,ice' I OD t----------- ---0—►i -- _ uc; /q+ L I i A C4 14 15 0 17 00 16 171 IVAI f •/51 118 <?1 14 ; n.�•. C.► . :u.� rl 12 14 ,. + W ZEA � �z ,,� •. + /ow /9 2315t 'PL S.W. / 03 /4l_9 a 4 s • - + 6 _�.—_ �O R f�LA 609 I (4' 451 • •. ..._._:.:_:. ---- •_-232-rid-.--=-------�--=�� - . -- -.----�-S�:Lu,----., MOREL OUSE.CA co R/CN/}AOND., I FRU/ T .:. • City of Edmonds Civic Center Edmonds, Washington Snohomish .County Boundary Review Board 4th Floor County Administration Building Phone: 259-9445 April 29, 1980 Attention: Jim Adams, City Engineer RE: City of Edmonds Proposed Annexation File No. 10-80 Dear Mr. Adams: (Albertsons Property) The Notice of Intention to annex the above -captioned property to the City of Edmonds, first transmitted to this office in April of this year, is now in a form acceptable for filing and has been filed effective April 22, 1980, and assigned File No. 10-80. This Notice of.Intention will be brought before the Boundary Review Board for preliminary review at the Board Meeting on May 13, 1980, at 7:30 p.m., in the First Floor.County Hearing Room,.County Admin- istration Building,. Everett, Washington. You will be advised of the action taken by the Board at its meeting; however, it is required by the Board that a representative of the City of Edmonds and/or the petitioner be present at the meeting in order to provide additional information to the Board regarding this proposal. Attached is a copy of the legal description for.this proposal'as approved by the Snohomish County Assessor's Office. Sincerely, SNOHOMISH UNTY BOUNDARY REVIEW BOARD D. L. Thomson Chief Clerk RECEIVED be APR 3 01980 Enc. cc: Albertsons, Inc. (c/o Doug Mulvaney, Arch.) I� AI.,BERTSON' S ANNFXATTON SWUIIUMI�H CUUI�IY APR 2 2 1980 OKAY kFVj[W That portion of the NW -'4f MA -,,NE' Section 36, T27N, R3E, W.M. in Snohomish County, Washington, described as follows: Commencing at the northwest corner of said subdivision; thence S 0051'04"'W. along the west line of said subdivi- sion, 210.00 feet; thence S 88x45'18" E. parallel to the north line of said subdivision, 37.50 feet to the east mar- gin of 100th Avenue West and the True Point of Beginning; thence S 0051'04" W. along said east margin, 119.83 feet to the north line of the S2, NW4, lAlk, NEh4 of said section; thence S 88044'17"-F.., along said north line, 292.12 feet; thence 11 0040'16" E., 179.92 feet; thence N 88045'18" W., 160.01 feet; thence S 0040'16" W., 60.00 feet; thence N 380 45'18" W, 131.73 feet to the True,Point of Beginning. Said parcel contains 44,594 square feet or 1.0237 acres, more or less. MEMO TO: FROM: 4 Harve H. Harrison Mayor JWLE COPY May 15, 1980 Fred Herzberg Director_ of Public Works SUBJECT: SET HEARING DATE FOR PROPOSED ANNEXATION OF FALBERTS '- PROPERTY. (SUGGESTED DATE: -:TUNE 24, 1980.) - The Snohomish County Boundary Review Board met on May 13, 1980 and waived jurisdiction for this annexation. The sixty-dav (60) review period will expire on ,Tune 21, 1980. There is no known opposition to this annex- ation. Reference is made to the meeting with the property owners of this property at the City Council meeting of March 25, 1930. A copy of the minutes is attached. It is recommended that the City Council set a hearing date of ,Tune 24, 1980 and instruct the City Attorney to prepare an ordinance. FRED F. HERZBERG FFH / j f Enc 1. Ls MArr go Ila ch t Irene Moran Dt J.E. Adams Dt ._..._.,.,_.w�....»«•...�a+rra`.,...aa:c�+sw�'. ..,�.... � � ....,..�.�.,sr�+�......._�...� d.s -�—www...-;r..,,.,.a„» >.y. s._ �� . � COUNCIL Councilman Nordquist noted that there was a request from the Community Development Department that the hearing on the proposed Community Development Code be scheduled for April 15, 1980. The firm date was needed for advertising of the hearing. COUN- MOTION: CILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN GOULD, THAT A HEARING BE SET FOR tL&tA,i APRIL 15, 1980 ON THE PROPOSED COMMUNITY DEVELOPMENT CODE. MOTION CARRIED. dl Councilman Nordquist advised that he may not be present next week as he is involved in the Community Transit's purchase of 30 buses and he may be out of town on that project. Councilman Naughten noted that approximately 20-30 citizens will be retiring from boards and commissions very shortly and he felt the plaques presented to outgoing members should be upgraded. He circulated two samples and said he would like to see something presented that a person would be proud to display. He estimated that it would cost approximately $200 for an artist to design a prototype, with the cost of MOTION: each plaque reproduced being approximately $8 - $10. COUNCILWOMAN GOETZ MOVED, SECONDEDEVEELOPDABPLAQUECTHATNCOULDDBETHAT THE PRODUCED FORR$8E-A$100RANDOTIRE AN ARTIST TO WIOHHTHE UNDERSTANDING THAT THE INITIAL PROTOTYPE COULD BE DEVELOPED FOR LESS THAN $300. MOTION CARRIED. Councilwoman Allen noted that there had been a request for an appointment to the MOTION: SNOCOM Board. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILMAN NORDQUIST, THAT FIRE CHIEF JACK WEINZ BE APPOINTED TO THE SNOCOM BOARD. MOTION CARRIED. Councilman Nordquist noted that AWC was asking for nominations to AWC committees and he said interested members should contact Peter King at the AWC office. AUDIENCE Jens Brautaset of 1037 6th Ave. S. said he had come to the Council two years ago asking for relief from fumes and dust being created by his neighbor's constructing a sailboat in his back yard. He said he eventually took the matter to court, at the Council's suggestion, and he now wanted to bring the Council up-to-date on what had happened since that time. He said the court ruled that no further construction take place on the boat in its current location after September 15, 1979, but that construc- tion could continue if the boat hull were moved to the southeast corner of Mr. Rine's yard. Mr. Brautaset provided the Council with copies of various exhibits, including the court's findings. Mr. Brautaset reviewed portions of some of the exhibits and he stated that Fire Marshal Gary McComas had said in court that he could waive any fire code requirements but he also had signed an affidavit saying there were no violations. Mr. Brautaset said he had spent approximately $15,000 and many hours fighting for what he thought was right, and he now asked the City Council to do something about continuing dust and fume emissions from Mr. Rine's boat building. He felt that further construction on the boat anywhere in Mr. Rine's back yard would continue to be a nuisance to his family and to his neighbors, and he said he had received no help from the Health Department, Fire Department, or Building Department but felt it was time the City looked into it. For clarification, Councilman Gould said his understanding was that Mr. Brautaset felt the Council is a legislative body and they ought to look at their legislation and see if there is something they can do. COUNCILMAN GOULD MOTION: MOVED, SECONDED BY COUNCILMAN NAUGHTEN, THAT MR. BRAUTASET'S REQUEST BE PLACED FOR &t_ &A44, DISCUSSION ON THE APRIL 8, 1980 AGENDA. MOTION CARRIED. That is a work meeting and o this will be a discussion matter. MEETING WITH PETITIONERS FOR ANNEXATION OF FUTURE ALBERTSON'S SITE City Clerk Irene Varney Moran advised the Council of the actions required in meeting with the petitioners. Douglas Mulvanny, architect for Albertson's, said he was authorized to speak in their behalf. He explained that half of the site on which they were building a new store is located in the City of Edmonds and the other half in the County, and the purpose of the annexation was to have the new building con- struction totally in the City. Acting Planning Division Manager Mary Lou Block added that the applicant will prefer to have it rezoned at the same time as it comes into MOTION: the City so they can be sure it will be zoned BN. COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN NAUGHTEN, THAT BECAUSE THE SUBJECT PROPERTY IS CONTIGUOUS TO CITY OF EDMONDS PROPERTY, THE CITY COUNCIL WILL ACCEPT THE PROPOSED ANNEXATION; THE CITY EDMONDS CITY COUNCIL MINUTES Page 3 - March 25, 1980 w COUNCIL WILL REQUIRE THE SIMULTANEOUS ADOPTION OF PROPOSED ZONING REGULATIONS FOR THE PROPOSED AREA TO BE ANNEXED; AND THE CITY COUNCIL WILL REQUIRE THE ASSUMPTION OF EXISTING CITY INDEBTEDNESS BY THE AREA TO BE ANNEXED. MOTION CARRIED. The petitioners were then directed to proceed in obtaining the necessary signatures of 75% of the assessed valuation on a Petition for Annexation. HEARING ON LIQUOR LICENSE APPLICATION FOR GO N JOY FOODS CORP., AT 7207 212TH S.W. Councilwoman Goetz said she had heard some concern expressed about approving a liquor license prior to construction of the place of business, and she pointed out that if a person were considering developing a piece of property for the business and then the liquor license was not approved, that person could have invested a large amount of money and then not get the City's approval. She also noted that it is the Liquor Control Board which makes the decision. Councilman Nordquist responded that the City is asked for input but if the person has not been in business in the City, he did not see how a rational comment could be made. Councilwoman Goetz then suggested that perhaps the Council should consider having a business impact statement as Lynnwood now requires. City Attorney Jim Murphy said the Liquor Control Board sends out a notice to a city which is really a courtesy notice, and usually a city will not respond unless there is some objection, and unless the City responds within 20 days the Liquor Control Board assumes the city has no objection as they are only interested in negative responses and reasons for the negative responses. Police Chief Marlo Foster identified the location of the proposed store as being in front of the Adix Kennels, to the,north of the commercial building on the LaPierre property. He said more and more applicants are getting their permits in advance. He noted that Go N Joy is a New Jersey corporation and they have no criminal record, but the Police Department has no way to know if they have been in business and are reliable. Coun- cilman Kasper commented that they should be advised that Edmonds is considering an 11:00 p.m. closure time for convenience stores. The hearing was opened to the public. Don Sheehan, construction engineer for Go N Joy Foods Corp., said they have eight stores scheduled in the Edmonds area. He said they cannot buy this property and sign the final commitments until they have the necessary licenses. They are opening these._ stores throughout the northwest, their first to open next week on University Way. Some of the stores will have gas pumps also if the zoning will allow it. Mr. Sheehan said he was aware that Edmonds was considering closing convenience stores at 11:00 p.m. No one else wished to speak, and the public portion of the hearing was closed. MOTION: COUNCILMAN NAUGHTEN MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO APPROVE THE APPLICANT AND THE LOCATION FOR A CLASS "E" AND "F" LIQUOR LICENSE FOR GO N JOY FOODS CORP. AT Failed 7207 212TH S.W. Councilman Gould said he was concerned because last week they had approved a liquor license for this company at 238th and Highway 99 and part of his rationale for approval was that it was an acceptable site for this activity. However, that was as far as he wanted to go before approving more liquor licenses for this company. He said he would like to know the management will operate it as they say, and even though they have no criminal record, they are new to the area and he wanted to see them prove themselves before getting more licenses. Councilman Kasper agreed that they should be allowed to open one store and see how it goes. A ROLL CALL VOTE WAS TAKEN ON THE MOTION, WITH COUNCIL MEMBERS NAUGHTEN AND GOETZ VOTING YES, AND WITH COUNCIL MEMBERS CHILDERS-JAECH, KASPER, ALLEN, NORDQUIST, AND GOULD VOTING NO. MOTION FAILED. Councilman Kasper said he agreed that they should be allowed to open one store and see how it goes. Councilman Gould added that he also will observe the MOTION: one on University Way as he frequents that area. COUNCILMAN GOULD THEN MOVED, SECONDED COUNCILMAN CNIPTHAT THE CITY ADVISE ICONTROL THAT IT DOES NOT WISHTOHAVETHSPERMITISSUEDATTHISTIME, REASONS BEING THAT ONE LICENSE ALREADY HAS BEEN APPROVED FOR THIS COMPANY IN A LOCATION CONSIDERED SUITABLE, AND THE CITY WOULD LIKE TO SEE IT PROVEN BY PERFORMANCE THAT THE OPERATOR DOES ABIDE BY ALL THE LAWS OF THE CITY AND THE STATE, AND AS A SECOND ISSUE THIS PARTICULAR LOCATION DOES HAVE SOME PROBLEMS BECAUSE IT IS NEAR A SCHOOL. MOTION CARRIED, WITH COUNCIL MEMBERS NAUGHTEN AND GOETZ VOTING NO. If the Liquor Control Board has a hearing on the matter Council President Nordquist will appear for the City. The City Clerk was advised to telephone the Liquor Control Board to advise of this action inasmuch as the written response will not reach them within the required 20 days. PROPOSED ORDINANCE REGULATING SALE OF PARAPHERNALIA ASSOCIATED WITH CONTROLLED SUBSTANCES Police Chief Marlo Foster said it appears that the drug paraphernalia laws that have been upheld are those which specifiy that intent to use be proven, and the proposed EDMONDS CITY COUNCIL MINUTES Page 4 - March 25, 1980 rr/ O �6vz STREET FILE Snohomish County Boundary Review Board 4th Floor County Administration Building Phone: 259-9445 May 14, 1980 City of Edmonds Attention: Jim Adams, City Engineer Civic Center Edmonds, Washington 98020 Dear Mr. Adams: SUBJECT: City of Edmonds Proposed Annex. Albertsons Property File No. 10-80 The Notice of Intention to annex the above -captioned property to the City of Edmonds was considered by the Boundary Review Board at Preliminary Review Hearing held on May 13, 1980, at which time the Board waived review. It is now necessary that the City of Edmonds draw up the final annexation Ordinance, submitting five (5) certified copies to the Boundary Review Board Office, 4th Floor County Administration Building, Everett, Washington. Sincerely, SNOHOMISH�UNTY BOUNDARY REVIEW BOARD D. L. Thomson Chief Clerk be Enc. cc: Albertsons's Inc. (c/o Doug Mulvaney, Arch.) 1920 Terry Ave. Seattle, Washington 98101 F'`'r'.' 16 1980 or. 01 F'. STREET FILE ADB -4-80 DOUGLAS MULVANNY - Review of trash enclosure for Albertsons store at the northeast corner of 9th Ave. and SR 104 (BN) The applicant was seeking a revision to the previously approved trash enclosure which fronts onto 9th Ave. S. The new proposal would cause the loss of one parking space and shift the northwest entrance 5' to the south. The enclosure would be of broken face concrete block with a gate of slatted chain link to match the screening fence. The bottle storage area would be enclosed with a chain link fence. With this plan and a larger dumpster, it will be dumped twice a month instead of twice a week. Parking still would be adequate and the site plan would not be substantially changed. Mr. Hintz felt this submittal was superior to that previously submitted. Chairman LaFon was still concerned about maintenance, but he thought it was as good as it could be. Mr. Bowman stated that they had made a concerted effort to screen this function. Mr. Hintz stated that the modification was not great. MR. HINTZ MOVED, SECONDED BY MR. KINDERFATHER, TO APPROVE THE MODIFI- CATION FOR ADB -4-80 WITH THE ADDITIONAL LANDSCAPING IN FRONT OF THE BLOCK WALL. MOTION CARRIED, WITH MR. MATTSON VOTING NO. ADB -36-80 HOBBS/FUKUI - Review of location of cash machine, elevations, land- scaping and site plan at 8015 Lake Ballinger Way (CG) The proposed cash machine would cause the elimination of three parking spaces, but the parking would still be adequate. The logo will be 15 sq. ft. and will not cause the total sign package to be excessive. A photograph of the existing structure was submitted. MR. HINTZ MOVED, SECONDED BY MR. MATTSON, TO APPROVE ADB -36-80. MOTION CARRIED. ADB -37-80 ROBERT PANTLEY - Review of sign for parking lot at 51 W. Dayton St. (CW) ADB -39-80 CITY OF EDMONDS - Review of sign and coin box for parking lot at 101 Railroad Ave. (CW) ADB -40-80 CITY OF EDMONDS - Review of sign and coin box for parking lot at 111 James St. CW These three items were heard together as they are closely related. Mr. Bowman said an application had been submitted by Mr. Pantley for signs to direct people across the railroad tracks to additional parking. It was felt two signs would serve that purpose, one saying "Additional Free Parking for Pantley's Across Railroad Tracks" to be placed in the parking lot by the building, and in the area across the tracks another sign saying "Additional Free Parking for Pantley's." The signs would be of wood with a brown background and cream -colored painted letters. Size of signs would be 21"x 24", mounted on 4"x 4" posts. A drawing was provided of the City's proposed meter boxes and signs which were standard coin box signs. Mr. Hintz said he thought the coin box signs were terrible, and Chairman LaFon objected to the requirement to pay for parking as the parking lot had been paid for with public funds. Mr. Hintz said the issue of whether this should be paid parking was not before them, but he thought the sign was bad. Chairman LaFon said he did not think it was very attractive, and he did not think it was appropriate. Steve Simpson, Recreation Administrator for the City of Edmonds, said the thinking behind the paid parking was to do that rather than try to separate the Pantley parking from the fishing pier parking, and users of the fishing pier would be provided free passes. Chairman LaFon noted that the project across Dayton is getting a building permit and when that is completed it will further impact the parking. MR. MATTSON MOVED, SECONDED BY MR. HINTZ, THAT ADB -37-80, ADB -39-80, AND ADB -40-80 BE DENIED. MOTION CARRIED. ADB -42-80 CITY OF EDMONDS - Review of proposed fence and sign for Fishing Pier parking of CW) Mr. Bowman said consideration is being given to installation of a small, 3' high fence running roughly along the property line in the planter area, to be on metal posts with 3°x 10" cedar boards. The fence will ARCHITECTURAL DESIGN BOARD Page 5 - May 7, 1980 7. CONTINUED AGENDA ADB -23-80 GO'N'JOY FOODS CORPORATION - Review of site, elevations, landscape and signs for retail store at the northwest corner of 212th Street S.W. and 72nd Avenue West. (7207-15 212th Street S.W.) (CG)' 8. AGENDA ADB -29-80 LEON COUCHEE - Review of sign at 22617 76th Avenue West. (BC) ADB -81-78 IAN MILLER - Review of revised landscaping for triplex at 653 Bell Street. (RMH) ADB -30-80 CHIP CHAMPLIN - Review of sign for Skipper's Restaurant at 101 Main Street. (BC) ADB -32-80 BRUCE DILL/MARK ISAM - Review of signs for Bill Blume VW Wrecking at 24323 Highway 99. (CG) ADB -4-80 DOUGLAS MULVANNY - Review of trash enclosure for Albertson's store at the northeast corner of 9th Avenue and SR104. (BN) ADB -36-80 HOBBS/FUKUI - Review of location of cash machine, elevations, landscaping an site p an at 8015 Lake Ballinger Way. (CG) ADB -37-80 Y,, ROBERT PANTLEY - Review of sign for parking lot at 51 West Dayton Street. CI ADB="39�' ,1, iC-liTI.•.Y FYEDMONDDe,-,%Re'(CW)off, sign nd coin box for RparkingTlot-at� #s ADB 40 0' CIT�Ys�OF�rEDMONOS' Review ofsign"and"coin box for•: parkingjot.at 1'1 James` Street. PLEASE NOTE: SIGN PERMITS AND BUILDING PERMITS MUST BE OBTAINED AT THE p BUILDING DEPARTMENT IN ADDITION TO APPROVAL BY THE ARCHITECTURAL DESIGN BOARD. /Mt- /WZ- 617.. APPL"ICANT-OR__REPRESENTATIVE.MUST BE PRESENT. AT HEARING -' x ' AGENDA FOR EDMONDS ARCHITECTURAL DESIGN BOARD COUNCIL CHAMBERS - 7:30 P.M. MAY 7, 1980 ' ROUTE 71 1. ROLL CALL . 2. APPROVAL OF MINUTES 3. CORRESPONDENCE 4. REPORT FROM STAFF 5. ARCHITECTURAL DESIGN BOARD COMMENTS AGEN!)-17-80 OLYMPIC BANK - Review of sign for bank at 610 Main Street. (BC) ;6.CONSENT .- =31=80 aGhT�Y OF EDMONDS-,Revi�ew ofA�6dd�itsion_taaewage?disposal.aci+� lity t.._ 4�.DaytongS.treete(:PU.,)_ %r4 $o /ADB -34-80 KINDERFATHER CHAFFOS & DUNN - Review of signs for btn Avenue Plaza Building at 121 5th Avenue North. (BC) �-'J- ADB -35-80 CITY OF EDMONDS - Review of picnic shelter and fireplace structure at Pine Ridge Park. (PU) ADB -38-80 CITY OF EDMONDS - Review of cedar fence for Seaview Park. (PU) ADB -54-79 CLAY ENTERPRISES - Review of landscaping for duplex at 618-7620 199th Street S.W. (RD) ADB -22-79 ROBERT PANTLEY - Review of proposed addition to restaurant and retaioffice building at 51 West Dayton. (CW) 7. CONTINUED AGENDA ADB -23-80 GO'N'JOY FOODS CORPORATION - Review of site, elevations, landscape and signs for retail store at the northwest corner of 212th Street S.W. and 72nd Avenue West. (7207-15 212th Street S.W.) (CG)' 8. AGENDA ADB -29-80 LEON COUCHEE - Review of sign at 22617 76th Avenue West. (BC) ADB -81-78 IAN MILLER - Review of revised landscaping for triplex at 653 Bell Street. (RMH) ADB -30-80 CHIP CHAMPLIN - Review of sign for Skipper's Restaurant at 101 Main Street. (BC) ADB -32-80 BRUCE DILL/MARK ISAM - Review of signs for Bill Blume VW Wrecking at 24323 Highway 99. (CG) ADB -4-80 DOUGLAS MULVANNY - Review of trash enclosure for Albertson's store at the northeast corner of 9th Avenue and SR104. (BN) ADB -36-80 HOBBS/FUKUI - Review of location of cash machine, elevations, landscaping an site p an at 8015 Lake Ballinger Way. (CG) ADB -37-80 Y,, ROBERT PANTLEY - Review of sign for parking lot at 51 West Dayton Street. CI ADB="39�' ,1, iC-liTI.•.Y FYEDMONDDe,-,%Re'(CW)off, sign nd coin box for RparkingTlot-at� #s ADB 40 0' CIT�Ys�OF�rEDMONOS' Review ofsign"and"coin box for•: parkingjot.at 1'1 James` Street. PLEASE NOTE: SIGN PERMITS AND BUILDING PERMITS MUST BE OBTAINED AT THE p BUILDING DEPARTMENT IN ADDITION TO APPROVAL BY THE ARCHITECTURAL DESIGN BOARD. fj��_• Memo to: Planning Department From: Engineering . Subject: Comments for A.D.B, Meeting May 7, 1980 Page -2- ADB-4-80 ALBERTSONS - 9803 EDMONDS WAY Relocation of trash receptacle enclosure. Remaining parking is still adequate. ADB -36-80 WASHINGTON MUTUAL SAVINGS BANK. - 8105 LAIM RAT.T.TM(-,PP. LTAV New kiosk is not a significant sight obstruction. Re- maining parking is still adequate. JAMES E. ADAMS, P.E. Pow/ j f �D. f13 ele 6' . P.O. Wilson DT STREET FILE Memo to: Planniiig Department From: Engineering Subject: Comments for A.D.B. Meeting M, -,iv 7, 1980 Page -2- ADB-4-80 ALBERTSONSi- 9803 EDMONDS WAY Relocation of trash receptacle enclosure. Remaining parking is still adequate. ADB -36-80 WASHINGTON MUTUAL SAVINGS BANK - 8105 LAI.:E BALLINGER WAY New kiosk is not a significant sight obstruction. Re- maining parking is still adequate. JAMES E. ADAMS, P.E. Pow/j f �D. fl3ela,6 P.O. Wilson DT STREET 'FILE V. , i F." -.10 TO: !"Hulding Divisi"ll Cummunicy DevelopmenL DcpartmanL FROM; Ygincering Divisiol) I'Llhlic Works Deparmem SUBJECT: ARM ruvicy OF the subjecL luild-ing permir NPlicaLian, Ye have rhe Follayinq communcs: ct 'Ile ct4 FILE COPY ST' FILE CRTY OF E® ®N®S HARVE H. HARRISON MAYOR CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 DEPARTMENT OF PUBLIC WORKS April 21, 1980 Boundary Review Board Snohomish County Administration Building 4th Floor Everett, WA. 98201 Gentlemen: SUBJECT: ALBERTSON'S ANNE':ATION Per your request of today, please find enclosed the legal description for the Albertson's Annexation. Should you find you have questions regarding this, please feel free to give me a call at 775-2525,, Ext- 220. Sincerely, JAMES E. AMS, P.E. City Engineer JEA/jf Encl. ALBERTSON'S ANNEXATION That portion of the NW34, NT -A-,, NE4j Section 36, T27N, ME, W.M. in Snohomish County, Washington, described as follows: Commencing at the northwest corner of said subdivision; thence S 0051'04" 14. along the west line of said subdivi- sion, 210.00 feet; thence S 88045'18" E. parallel to the north line of said subdivision, 37.50 feet to the east mar- gin of 100th Avenue West and the True Point of Beginning; thence S 0051'04" W. along said east margin, 119.83 feet to the north line of the S 2i NW 4j NW -I,,, P1E�,- of said section; thence S 88044'17" E., along said north line, 292.12 feet; thence 11 0040'16" E., 179.92 feet; thence 11 88045'18" W., 160.01 feet; thence S 0040'16" Id., 60.00 feet; thence N 380 45'18" W., 131.73 feet to the True Point of Beginning. Said parcel contains 44,594 square feet or 1.0237 acres, more or less. s ST.�. C Ort FILE ct BILE CITY OF EDMONDS �.. % CIVIC CENTER • EDMONDS, WASHINGTON 93020 . (206) 775-2525 DEPARTMENT OF PUBLIC WORKS VARVE N. HARRISON -MAYOR April 15, 1980 Snohomish County Boundary Review Board Fourth Floor, County Administration Building Everett, Washington 98201 Gentlemen: SUBJECT: PROPOSED ANNEXATION FOR ALBERT SONS . IrdC . It is requested that the proposed annexation be reviewed by the Boundary Review Board during their meeting. Since the area to be annexed is under ten (10) acres in size and valued at less than $800,000, it is also requested that jurisdiction be waived at the time of review. An annexation resolution was pass- ed by the Edmonds City Council on March 25, 1980, and a second public hearing is to Ue scheduled. If the annexation passes, approximately one (1) acre of land that now has two single-family residences sited upon it would become part of Edmonds. The Albertsons Co. which owns said properties, as well as an adjoining three (3) acres inEd- monds, would then be able to proceed with their plans for a new store. The annexation will not change any development plans for the area that the City of Edmonds has at the present time. If you have any questions, please contact Jim Adams, City Engineer, 775-2525, Ext. 220, Monday through Friday, between the hours of 8:00 a.m, and 5:00 p.m. Sincerely, FRED F. HERZBERG, P.E. Director of Public ?-forks JEA/jf �4 STRELE"in FILE NOTE: APPLICANT OR REPRESENTATIVE MUST BE PRESENT AT HEARING AGENDA FOR EDMONDS PLANNNING COMMISSION COUNCIL CHAMBERS - 7:30 P.M. APRIL 9, 1980 1. ROLL CALL 2. APPROVAL OF MINUTES 3. CORRESPONDENCE 4. STAFF REPORT 5. PLANNING COMMISSION PARTICIPATION 6. AGENDA R-7-79 ADOPTION OF FINDINGS OF FACT, CONCLUSIONS, AND RECOMMENDATIONS FOR ESTABLISHMENT OF RMH ZONING FOR AN AREA THAT WAS ZONED MR IN SNOHOMISH COUNTY PRIOR TO ANNEXATION TO THE CITY. PROPERTY IS LOCATED SOUTH OF 208TH STREET S.W., NORTH OF 210TH STREET S.W., EAST OF 76TH AVENUE WEST, AND WEST OF 70TH AVENUE WEST. ST -3-80 BLUME DEVELOPMENT COMPANY - Amendment to the Official Street Map for reduction of deadend of 242nd Street S.W. from 60' right-of-way to a 40' right-of-way at the west end of 242nd Street S.W., east of Highway 99 and adjacent to Tract 16 and the west 90 feet of Tract 15 of Lake McAleer Five Acre Tracts. rR=2`=8;0_ — DOU_GLAS MULVANNEY ---,,Pre -annexation zoning of property " presently -zoned BC(Community Business) in Snohomish County to BN(Neighborhood Business) in the City of Edmonds. South boundary of property is approximately 300' north of of the intersection of SR104, and 100th Avenue West(9th Avenue West) in the NE quarter of Section 36, Township 27N, Range 3E.W.M. ST -4-80 CITY OF EDMONDS - Amendment to the Official Street Map to decrease the 80th Avenue.West 'proposed' right-of-way between 196th Street S.W. and 188th Street S.W. from 60' to 50'. There will be certain environmental impacts but they will not constitute a significant adverse impact on the environment, and a declaration of non- onsignificance had been issued. The Engineering Division recommended appproval because existing and proposed development did not justify the additional right-of-way. Commissioner Smith commented that he drives that street frequently and has no trouble. He said there is very little traffic on that street. The public portion of the hearing was opened. Scott Johnson, representing the Westlin Group architects, said there is a high bank along 242nd St. on the north side and without the reduction they could not meet the parking requirements for their development. No one else wished to speak, and the public portion of the hearing was closed. COM- MISSIONER SMITH MOVED, SECONDED BY COMMISSIONER HALL, TO APPROVE ST -3-80. MOTION CARRIED. R -2-80y DOUGLAS MULVANNEY'.- Preannexation zoning of property presently zoned BC (Community Business) in Snohomish County to BN (Neighborhood Business) in the City of Edmonds. South boundary of property is approximately 300' north of the intersection of SR 104 and 100th Ave. W. (9th Ave. W.) in the northeast quarter of Section 36, Township 27N, Range 3E, W.M. The applicant had filed a petition for annexation and it was the applicant's desire to have the property zoned BN upon annexation in order that a food center store may be constructed on the site. Ms. Block reviewed the rezone criteria as follows: The Comprehensive Plan map indicates that the property is on the borderline between Commercial/Business and low density residential. The proposed rezone was generally in conformance with Section 303 of the Policy Plan. The property to the south and west is zoned BN; uses include a bowling alley, food store, photographic drive -up booth, restaurant, and gas station. To the east the adjacent property is zoned RR8400 and is developed as single family dwellings. The subject property and the adjacent property to the north are zoned BC; land uses are a mixture of single family dwellings and a business office. As to changes which have occurred in the character of the area which would justify the rezone, Ms. Block stated that at least one single family dwelling has been converted to a business office, and economic forces are almost to the point at which the existing structures probably will be removed and new commercial structures erected. The proposed rezone to BN will allow most of the uses presently allowed in the existing BC zone. The gain to the public will be an addi- tion to the commercial tax base with no substantial hardship to the individual owner. There will be no diminution of value to this property with the r - rezone to BN as the existing BN zone in the City allows almost all of the uses permitted in the BC zone. Ms. Block recommended approval of the rezone because: (1) The proposal was consistent with the Edmonds Policy Plan; (2) It was consistent with existing land uses and zoning of adjacent properties; (3) The proposed zoning did not preclude the reasonable use of the property; and (4) There will be no substantial adverse environmental impacts from the rezone action. The public portion of the hearing was opened. Douglas Mulvanny, architect for Albertsons, provided a drawing of the site plan which was marked Exhibit I and said he would answer any questions. Leona Pace of 9828 228th S.W said she lives right above the bank and did not want it cut or any trees removed. She said there is a briar patch there with a lot of rats and she was concerned that the rats would go to the nearby homes when the briar patch was disturbed. She also felt people would go through her yard going to this store and that the store would lower their property value. Ms. Block responded that this building could be built now under County zoning but this action was a step in bringing it _ totally within the City. City Attorney Wayne Tanaka added that this zoning would be effective upon annexation into the City, and the City Council will hold two public hearings on the zoning and will consider the annexation as well. EDMONDS PLANNING COMMISSION Page 2 - April 9, 1980 The public portion of the hearing was closed. COMMISSIONER WALKER MOVED, _.-SECONDED BY COMMISSIONER HALL, THAT BECAUSE THE PROPOSED REZONE WOULD NOT - - CHANGE THE CHARACTER OF THE AREA AND WOULD NOT ALLOW SOMETHING THAT PREVIOUSLY WAS NOT ALLOWED, THE STAFF BE DIRECTED TO PREPARE WRITTEN FINDINGS OF FACT; CONCLUSIONS, AND A RECOMMENDATION TO THE CITY COUNCIL TO APPROVE THE PRE- ANNEXATION ZONING OF R-2-80; AND FURTHER, THAT THE PLANNING.COMMISSION FINDS THAT THE CRITERIA -FOR -REZONE -ARE MET, -AS OUTLINED BY MS. BLOCK.- Commissioner LOCK.Commissioner Smith commented that he thought the rockery the applicants would install would lessen chances of slides in that area. THE MOTION CARRIED. Commissioner Hall commented that she felt it was a burden to the Staff to handle rezones as they currently are done, requiring formal written findings. Chairman LaBelle responded that although it does seem to be routine, it gives the Commission an opportunity to review the action and in a court action if there were any question of the record this would prove to be worth the time and effort. ST -4-80 CITY OF EDMONDS Amendment to the Official Street Map to decrease the 80th Ave. W. proposed" right-of-way between 196th St. S.W. and 188th St. S.W. from 60' to 50' Ms. Block stated that development and traffic along 80th Ave. W. can be accommodated by the 50' right-of-way and the Engineering Division agreed that the proposed and existing development did not justify the additional 10'. A declaration of nonsignificant environmental impact had been issued. Assistant City Engineer Pat Wilson stated that on the west side of the street there are power poles, and telephone poles on the other side, which would be in the parking lanes if the road were developed to a full 50' right-of-way, and if this street were undergrounded the proposal would still allow full development of the street. It appeared to him that the road would not be developed to a wider width because of the poles. There was some discussion regarding realigning of the street. The public portion of the hearing was then opened, no one wished to speak, and the public portion was closed. Commissioner Hall said she was hard pressed to find a reason for change. THEREFORE, COMMISSIONER HALL MOVED, SECONDED BY COMMIS- SIONER WALKER, TO DENY ST -4-80 AT THIS TIME. Commissioner Smith did not see why it should not be decreased to 50' as it still would be adequate for full development. Chairman LaBelle was concerned with the alignment of the street that would result, and he said if the alignment were presented in such a way to show it would not be a future problem, then the Commission may reconsider it. Commissioner Walker stated that when the properties on the street were developed the owners dedicated in accordance with the rules of the City, and now it appeared one property owner wanted to develop and this proposal would benefit only his property. THE MOTION CARRIED, WITH CHAIRMAN LaBELLE VOTING NO. COMMISSIONER SMITH, HAVING VOTED ON THE PREVAILING SIDE, THEN MOVED TO RECONSIDER ST -4-80 ON MAY 14, 1980. CHAIRMAN LaBELLE SECONDED THE MOTION. The Engineering Division was requested to furnish an alignment plan for the road with a 50' right-of-way. Commissioner Walker asked if the property owners along that street could be notified so they would be aware of the action and the possibility of a street vacation. Ms. Block responded that they could be notified individually of the hearing. THE MOTION THEN CARRIED, WITH COMMISSIONER WALKER VOTING NO. There was no further business to come before the Commission, and the meeting.adjourned at 8:45 p.m. EDMONDS PLANNING COMMISSION Page 3 - April 9, 1980 STRL.&.i FILE April 3, 1981 MEMO TO: Building Division FROM: Engineering Division SUBJECT: ALBERTSON'S,'- 9803 EDMONDS WAY FILE COPY We have inspected the subject project for drainage aspects and have two items which needs correction. First, the curbing at "A" on the attached sketch needs Uoc'cut to provide'a drainage Hath through the island. This item has been discussed with the owner's representative. Second, an as -built drawing must be submitted by the applicant... It would be acceptable to us, if it is acceptable to the Planning - Division, to add this item' to the landscape bond completion require- ments to enable the final occupancy permit to be issued. I //� BOB FRANKLIN DT. RRF : j ky A4 E, ADAMS ?1E'IO IO FROM : SliBJECT -2-30 S':-3-80 ST -4-80 P`, / j f STREET FILE 11 April 1, 1'980 PLANNING COMItISSION UGINEERING DIVISIOII/PUI3LIC U01? :S DEPAI;TME't-1 COTTIENTS FORS AP v1L ?P$�C :?L 11ITTG COMMISSION 1TEETTNG DOIJCI,AS PIUIVANNY (ALBER'T'SOt1 STORE #454)-1.1803 Edmonds Way 1 County property (County Zone.BC), when annexed, from City RS -12 to City B11. Engineering does not oppose this rezone. BLLTHE DEVELOM ENT CO. -(3) Fourplex units at 8204-8210 ?_ 742 n d Street S.V Amendment to official street map for reduction of dead- end 242nd St. S.W. frorl 60' right -o` -way to 40' right - Of -waV. ight-of-way. Engineering comments for A.D.B. Meet_inf; of 1/2/80 are amended to eliminate 1-0 ft. dedication require- ment For official street: mai), subject to approval of Present action; and further. Lliat Engineering does not obiect to amendment of O.S.M. to change right-of-way on 242nd St. from 60 ft. to 40 ft. since there is ade- quate provision for a turn -around at the [lest end of this right-of-way. CITY OF'EDMONDS (Public 14orks Department) Action to amend official street man to decrease the 30th Ave. W. "proposed" right-of-way between 196th St. S.T-J. and 188th St. from 60 ft.to 50 ft. Engin; Bring recommends approval of. r_hi_s .action since proposed and existing development does not justify tine additional 10 ft. Attachment (1) P. Wilson Dt .JAtI -_' L . ADAMS, P . E . City En�,ineer. COUNCIL Councilman Nordquist noted that there was a request from the Community Development Department that the hearing on the proposed Community Development Code be scheduled for April 15, 1980. The firm date was needed for advertising of the hearing. COUN- MOTION: CILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN GOULD, THAT A HEARING BE SET FOR t1"A,, APRIL 15, 1980 ON THE PROPOSED COMMUNITY DEVELOPMENT CODE. MOTION CARRIED. Councilman Nordquist advised that he may not be present next week as he is involved in the Community Transit's purchase of 30 buses and he may be out of town on that project. Councilman Naughten noted that approximately 20-30 citizens will be retiring from boards and commissions very shortly and he felt the plaques presented to outgoing members should be upgraded. He circulated two samples and said he would like to see something presented that a person would be proud to display. He estimated that it would cost approximately $200 for an artist to design a prototype, with the cost of MOTION: each plaque reproduced being approximately $8 - $10. COUNCILWOMAN GOETZ MOVED, SECONDEDEVELOPDABPLAQUECTH TNCOULDDBETHAT THE PRODUCED FORR$8E-A$100RANDDTIRE AN ARTIST TO WITHHTHE UNDERSTANDING THAT THE INITIAL PROTOTYPE COULD BE DEVELOPED FOR LESS THAN $300. MOTION CARRIED. Councilwoman Allen noted that there had been a request for an appointment to the MOTION: SNOCOM Board. COUNCILWOMAN ALLEN MOVED, SECONDED BY COUNCILMAN NORDQUIST, THAT FIRE CHIEF JACK WEINZ BE APPOINTED TO THE SNOCOM BOARD. MOTION CARRIED. Councilman Nordquist noted that AWC was asking for nominations to AWC committees and he said interested members should contact Peter King at the AWC office. AUDIENCE Jens Brautaset of 1037 6th Ave. S. said he had come to the Council two years ago asking for relief from fumes and dust being created by his neighbor's constructing a sailboat in his back yard. He said he eventually took the matter to court, at the Council's suggestion, and he now wanted to bring the Council up-to-date on what had happened since that time. He said the court ruled that no further construction take place on the boat in its current location after September 15, 1979, but that construc- tion could continue if the boat hull were moved to the southeast corner of Mr. Rine's yard. Mr. Brautaset provided the Council with copies of various exhibits, including the court's findings. Mr. Brautaset reviewed portions of some of the exhibits and he stated that Fire Marshal Gary McComas had said in court that he could waive any fire code requirements but he also had signed an affidavit saying there were no violations. Mr. Brautaset said he had spent approximately $15,000 and many hours fighting for what he thought was right, and he now asked the City Council to do something about continuing dust and fume emissions from Mr. Rine's boat building. He felt that further construction on the boat anywhere in Mr. Rine's back yard would continue to be a nuisance to his family and to his neighbors, and he said he had received no help from the Health Department, Fire Department, or Building Department but felt it was time the City looked into it. For clarification, Councilman Gould said his understanding was that Mr. Brautaset felt the Council is a legislative body and they ought to look at their legislation and see if there is something they can do. COUNCILMAN GOULD MOTION: MOVED, SECONDED BY COUNCILMAN NAUGHTEN, THAT MR. BRAUTASET'S REQUEST BE PLACED FOR t&, i" DISCUSSION ON THE APRIL 8, 1980 AGENDA. MOTION CARRIED. That is a work meeting and d this will be a discussion matter. :MEETING WITH PETITIONERS FOR ANNEXATION OF FUTURE ALBERTSON'S SITE City Clerk Irene Varney Moran advised the Council of the actions required in meeting with the petitioners. Douglas Mulvanny, architect for Albertson's, said he was authorized to speak in their behalf. He explained that half of the site on which they were building a new store is located in the City of Edmonds and the other half in the County, and the purpose of the annexation was to have the new building con- struction totally in the City. Acting Planning Division Manager Mary Lou Block added that the applicant will prefer to have it rezoned at the same time as it comes into MOTION: the City so they can be sure it will be zoned BN. COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN NAUGHTEN, THAT BECAUSE THE SUBJECT PROPERTY IS CONTIGUOUS TO CITY OF EDMONDS PROPERTY,.THE CITY COUNCIL WILL ACCEPT THE PROPOSED ANNEXATION; THE CITY EDMONDS CITY COUNCIL MINUTES Page 3 - March 25, 1980 COUNCIL WILL REQUIRE THE SIMULTANEOUS ADOPTION OF PROPOSED ZONING REGULATIONS FOR THE PROPOSED AREA TO BE ANNEXED; AND THE CITY COUNCIL WILL REQUIRE THE ASSUMPTION OF EXISTING CITY INDEBTEDNESS BY THE AREA TO BE ANNEXED. MOTION CARRIED. The petitioners were then directed to proceed in obtaining the necessary signatures of 75% of the assessed valuation on a Petition for Annexation. HEARING ON LIQUOR LICENSE APPLICATION FOR GO N JOY_ FOODS CORP., AT 7207 212TH S.W. Councilwoman Goetz said she had heard some concern expressed about approving a liquor license prior to construction of the place of business, and she pointed out that if a person were considering developing a piece of property for the business and then the liquor license was not approved, that person could have invested a large amount of money and then not get the City's approval. She also noted that it is the Liquor Control Board which makes the decision. Councilman Nordquist responded that the City is asked for input but if the person has not been in business in the City, he did not see how a rational comment could be made. Councilwoman Goetz then suggested that perhaps the Council should consider having a business impact statement as Lynnwood now requires. City Attorney Jim Murphy said the Liquor Control Board sends out a notice to a city which is really a courtesy notice, and usually a city will not respond unless there is some objection, and unless the City responds within 20 days the Liquor Control Board assumes the city has no objection as they are only interested in negative responses and reasons for the negative responses. Police Chief Marlo Foster identified the location of the proposed store as being in front of the Adix Kennels, to the north of the commercial building on the LaPierre property. He said more and more applicants are getting their permits in advance. He noted that Go N Joy is a New Jersey corporation and they have no criminal record, but the Police Department has no way to know if they have been in business and are reliable. Coun- cilman Kasper commented that they should be advised that Edmonds is considering an 11:00 p.m. closure time for convenience stores. The hearing was opened to the public. Don Sheehan, construction engineer for Go N Joy Foods Corp., said they have eight stores scheduled in the Edmonds area. He said they cannot buy this property and sign the final commitments until they have the necessary licenses. They are opening these stores throughout the northwest, their first to open next week on University Way. Some of the stores will have gas pumps also if the zoning will allow it. Mr. Sheehan said he was aware that Edmonds was considering closing convenience stores at 11:00 p.m. No one else wished to speak, and the public portion of the hearing was closed. MOTION:. COUNCILMAN NAUGHTEN MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO APPROVE THE APPLICANT AND THE LOCATION FOR A CLASS "E" AND "F" LIQUOR LICENSE FOR GO N JOY FOODS CORP. AT Failed 7207 212TH S.W. Councilman Gould said he was concerned because last week they had approved a liquor license for this company at 238th and Highway 99 and part of his rationale for approval was that it was an acceptable site for this activity. However, that was as far as he wanted to go before approving more liquor licenses for this company. He said he would like to know the management will operate it as they say, and even though they have no criminal record, they are new to the area and he wanted to see them prove themselves before getting more licenses. Councilman Kasper agreed that they should be allowed to open one store and see how it goes. A ROLL CALL VOTE WAS TAKEN ON THE MOTION, WITH COUNCIL MEMBERS NAUGHTEN AND GOETZ VOTING YES, AND WITH COUNCIL MEMBERS CHILDERS-JAECH, KASPER, ALLEN, NORDQUIST, AND GOULD VOTING NO. MOTION FAILED. Councilman Kasper said he agreed that they should be allowed to open one store and see how it goes. Councilman Gould added that he also will observe the MOTION: one on University Way as he frequents that area. COUNCILMAN GOULD THEN MOVED, SECONDED BY COUNCILMAN KASPER, THAT THE CITY ADVISE THE LIQUOR CONTROL BOARD THAT IT DOES NOT WISH TO HAVE THIS PERMIT ISSUED AT THIS TIME, REASONS BEING THAT ONE LICENSE ALREADY HAS BEEN APPROVED FOR THIS COMPANY IN A LOCATION CONSIDERED SUITABLE, AND THE CITY WOULD LIKE TO SEE IT PROVEN BY PERFORMANCE THAT THE OPERATOR DOES ABIDE BY ALL THE LAWS OF THE CITY AND THE STATE, AND AS A SECOND ISSUE THIS PARTICULAR LOCATION DOES HAVE SOME PROBLEMS BECAUSE IT IS NEAR A SCHOOL. MOTION CARRIED, WITH COUNCIL MEMBERS NAUGHTEN AND GOETZ VOTING NO. If the Liquor Control Board has a hearing on the matter Council President Nordquist will appear for the City. The City Clerk was advised to telephone the Liquor Control Board to advise of this action inasmuch as the written response will not reach them within the required 20 days. PROPOSED ORDINANCE REGULATING SALE OF PARAPHERNALIA ASSOCIATED WITH CONTROLLED SUBSTANCES Police Chief Marlo Foster said it appears that the drug paraphernalia laws that have been upheld are those which specifiy that intent to use be proven, and.the proposed EDMONDS CITY COUNCIL MINUTES Page 4 - March 25, 1980 STREET FILEHESE MINUTES SUBJECT TO MARCH 25 APPROVAL EDMONDS CITY COUNCIL MINUTES March 18, 1980 @-a: EIV E MAR 211980 Dir. Of PghGc kVnrkS The regular meeting of the Edmonds City Council was called to order at 8:00 p.m. by Mayor Pro tem John Nordquist in the Council Chambers of the Edmonds Civic Center. All present joined in the flag salute. PRESENT ABSENT STAFF PRESENT John Nordquist, Harve Harrison, Mayor Fred Herzberg, Public Works Dir. Mayor Pro tem Katherine Allen Jim Adams, City Engineer Jo -Anne Childers-Jaech John LaTourelle, Planning Consultant Bill Kasper Irene Varney Moran, City Clerk Ray Gould Art Housler, Finance Director .Larry Naughten Mary Lou Block, Act. Plan. Div. Mgr. Mary Goetz Richard Pearson, Asst. City Planner Marlo Foster, Police Chief Jack Weinz, Fire Chief Jack Mitchell, Water/Sewer Supt. George Kopan, Treatment Plant Supt. Jim Murphy, City Attorney Jackie Parrett, Deputy City Clerk City Attorney Jim Murphy administered the oath of office to Councilwoman Mary Goetz. CONSENT AGENDA The Staff had requested that Item (D) be removed from the Consent Agenda, to be placed on a later agenda. Items (H) and (I) also were removed for discussion. MOTION: COUNCILMAN GOULD MOVED, SECONDED BY COUNCILMAN KASPER, TO APPROVE THE BALANCE OF THE CONSENT AGENDA. MOTION CARRIED. The approved items on the Consent Agenda included the following: (A) Roll call. (B) Approval of Minutes of March 11, 1980. l_/ I (C) Acknowledgment of receipt of Notice of Intention to Commence Annexation Proceedings --future Albertson's site, and setting date of March 25, 1980 to meet with petitioners. ,,LJ (E) Setting date of April 15, 1980 for hearing to rezone to RMH the area south •.8c.r of 208th S.W., north of 210th S.W., east of 76th Ave. W., and west of 70th Ave. W. (File R-7-79) P_:T- ddL (F) Setting date of April 15, 1980 for hearing on proposal to amend the Official Street Map to extend the public right-of-way from Hillcrest P1. south and west to Shell Valley Rd. (File ST -10-79) c.;ja p_&A., b (G) Setting date of March 25, 1980 for hearing on liquor license application for Go N Joy Foods Corporation at 7207 - 212th S.W. AUTHORIZATION TO EXECUTE FERRY WALK-ON PARKING LOT AGREEMENT [Item (H) on Conient Agenda] Councilman Naughten asked what .follows after execution of this agreement. Public Works Director Fred Herzberg responded that the intent was that Diamond Parking will MOTION: operate the lot. COUNCILMAN NAUGHTEN MOVED, SECONDED BY COUNCILMAN GOULD, TO APPROVE ITEM (H) ON THE CONSENT AGENDA. MOTION CARRIED. PROPOSED ORDINANCE RAISING COUNCIL PRESIDENT TO $10 PER DIEM, NOT TO EXCEED $200 ' PER MONTH [Item (I) on Consent Agenda] Mayor Pro tem Nordquist removed this from the Consent Agenda because he wished to abstain from voting on it but wished to vote on the other items. COUNCILMAN NAUGHTEN MOTION: MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO APPROVE ITEM (I) ON THE CONSENT AGENDA, - ADOPTING ORDINANCE 2126. MOTION CARRIED, WITH MAYOR PRO TEM NORDQUIST ABSTAINING. T PUBLIC WORKS DEPARM= CH IST BUILDING PERMIT REVIEW ,W114C91,1- p7o -,/ 1% PV i I_ I ; s (address) (date) Revised: 1vl0-1977 A - Street Right -of -Way Existing_ 7u' io��io4 xis 1REQD p Z Access Easements Existing— H x Utility Easement Existir— w Lot Per Subdivision — Plat -- Assessor Map �Gr, 3 w Site Plan Checked for Accuracy bV Underground Wiring Reqd. H Check Accuracy of Legal Description / z Review by Date w Existing Water Main Size Water Main Required cool Service Line Required Hydrant Size Existing ,shy �� 9 Hydrant Reqd Per Fire Code Size W Detector Check Meter Reqd. H . Cross Connection Inspection Fire Department Comments d Water Meter Charge Reqd. Review by Date Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj, Drawing No. File No. Side Sewer Availability W Sanitary Sewer Connection Fee Regd.<=---'!!�G ��e,/f 3 Review by W Open Ditch Existing Reqd. Culvert Reqd. Size P4 Catch Basin Reqd. Indicate on Site Plan Shoulder drainage maintain c 1 cti open runoff (swale `n Manhole reqd. Indicate on Site Plan Soil Conditions and Ground Water Field Checked r Review by Revised: 1vl0-1977 A - Page 2 t H w w ce H Street Paving Reqd. AA Gib and Gutter Reqd. Sidewalk Reqd. Curb Cut for Driveway Reqd. • Right -of -Way Construction Permitd. Bond Reqd. for Public Improvements Street Name Sign Reqd. Other A.. Pre Permit Site Inspection made on 2 � BY: SM4ER H w a WATER M '-' z N STREET ENGINEERING Special Requirements listed in memo to Connunity Development Department, Building Division BY Date o All items filled in on Building Permit Application P4 BY Date P4 Drawings Stamped and Notations Made P4 BY Date Approved by Public Works Department Revised: lv 10-1977 DATE : TO i',tr i. (I i. j A' -i ;ion Commu n 1) c NJ. e lorrient- I-Roll-1; e c- I- I vis ton s U. PIJ 17 CT YVIC PP L j. C,:! L i loii Che , 'Sat — Ze -V12,6 AJ •. STREET FILE NOTE: APPLICANT OR REPRESENTATIVE MUST BE PRESENT AT HEARING AGENDA FOR EDMONDS BOARD OF ADJUSTMENT COUNCIL CHAMBERS - 7:30 P.M. MARCH 19, 1.980 !1. CALL TO ORDER /2. ROLL CALL ,-3. WELCOME AND HEARING PROCEDURE TO APPLICANTS --'4. APPROVAL OF MINUTES 5., REPORT FROM STAFF 6. CONTINUED AGENDA CU -7-80 & o K' V-3-80 GO°N'JOY FOODS CORPORATION - Conditional Use Permit Gov�iw� ��ro orggaso ine station an variance from minimum rearyard � rdA�� 9 setback and screening; at 8410 Main Street. (BN) - q Continued .from February 20, 1980 (/No o posi7-io ,v 7. AGENDA V-6-80 AW P- Ved DANIEL STABER - Variance to reduce the minimum required ,'.� of area at approximately 17019 76th Avenue West. ° (RS-12/RS-20) A;,P' V-7-80 , RANDY GARVIE - Variance from required rear and sideyardb 3fpvf�Y.? setback at ---Z3816 74th Avenue West. (RS -8) OrY, CU -20-80 DOUGLAS M'ULVANNEY,- Conditional Use Permit for filling . t and grading in excess of 500 cubic vards and for3oint ' 6anf"'pie e,� s, use parking at the northeast corner of 9th Avenue and - 40», �usR P F�j,c NSR104. (BN) PS tV A 1 V-8-80 L014ELL D. TIEDE - Variance .from required rear yard re,� C) Qo1C4 set t—at1.23723 76th Avenue West. (RS -8) r ''C � �I V-9-80 FR.AJNK LEIFER - Variance from required front yard setback at ,BTFT75th Street S.W. (Lot 5, Plat of Brookview) (RS -12) no quQl�fi�•e�i J%4 C r, .n. ..+, si. .. >.s•, +,.,....r..,.�k.:�.w..w....w;. uTJ�:d y«.,..._... :.:iLic 4i-,C4� ii�,«ixw:',.i.W'w�i,.... ,., .-t i. ..w. ♦a.;r.,t�:�nt i. di:::x: '.,:...w:n,a.•nXE r�i�". +u, 5 MEMO TO: FROM: SUBJECT: 1. V-6-80 A?P(OOed 2. V-7-80 Planning Department EnginE�erin, Department March 1.1., 1980 BOARD OF ADJUSTMENT ,MEETING MARCH 1.9 , 1.980 3. V -8 -SO 4. V-9-30 5. CU -20-30 DS:gl Daniel Staber - Variance request for substandard lot size on lot 4 of 5-6-80 at. 1701.9 76th Ave. 1V. No Comment. Randy GarVte - Variance .request to reduce side and rear yard setbacks at 23816 74th Ave. 111. Structure built this close to property line may re- quire special .fire resistant walls. Lowell Tiede - Variance request to reduce re- quired rear yard setback at 23723 76th Ave..W. Same Comment as V-7, above, Frank Leifer - Variance i•ctIt.iest: to reduce required front yard setback at 7821 175th St. S, Pi. Engineering does not object to this Variance. Doug Mulvanney (Albertson!-,) - Conditional Use Permit % to grade/fill in excess of 500 cu. yards for joint us_e )arking. �'�O -- EbM0AI-0 �,u�y. !4iaximum slopes to be 2 horizontal to 1. vc;•rtical.. PI'oVisiotl for additional intercepting catch basins at northwest corner of building need to be made. Protection of adjacent propez ty in the area of deep cuts for the b�uildi.ng and retaining wall. will be required. Parking l;ivoiit; s�.pr�r,ova.l. subject; to acceptance of new parking ti (..de. 1 Idi/a7 7, i.:J -It ft 17 /: _ r, i ,y • 7 C ely;j t9 e e ,-, 3,�3�0 Ei gr. Dt . G., �_ v n7�.� . 1r4-&A)0A V"'3--0 P/Ze5--*,Nj %, V, O �� r; av I d; S r' fS r. _. /; 1J ;1 ; 7U; 9 r' z /�' t '� ' l� r f l Vit' ® c► �r, l� PP P!+4�L ��rv� L,autl� •^ f�,,�/rt �1 I/il �p•,� V-7 80rV pry ��'! 3,516(c z 40 Wt✓I��C�t;f% �r� t� :51 Reqr mtYr 41 q$D3 aL7 5 ^ �' -�C � B'f" E�-': r ,' � U O, I' r c? t<! �; . (� .: /7ra/ 1f �?' `"�,.�.1' i`• =7 .. ti 'r �/ �� `� c9 i a _<,' �'�" -- !c.? �-, rc % Ct' � �j U-� I� :•• >�" .; j /r�.;�� 7C^: �j Pei, > y L I'-feVr!'v/i P&.44 IJ -- A s7 6-/` /`e/7 e / 7-Y -Y iAJf-x,' . A Al iJ f:R t 7 /r �1,( 'joc 6:17' - •F; L%V71 Cl%l cZ5r;IQ- A. N N M c — �C I7- y A- %T'%'. G., �_ v n7�.� . 1r4-&A)0A V"'3--0 P/Ze5--*,Nj %, V, O �� r; av I d; S r' fS r. _. /; 1J ;1 ; 7U; 9 r' z /�' t '� ' l� r f l Vit' ® c► �r, l� PP P!+4�L ��rv� L,autl� •^ f�,,�/rt �1 I/il �p•,� V-7 80rV pry ��'! 3,516(c z 40 Wt✓I��C�t;f% �r� t� :51 Reqr mtYr 41 q$D3 aL7 5 ^ �' -�C � B'f" E�-': r ,' � U O, I' r c? t<! �; . (� .: /7ra/ 1f �?' `"�,.�.1' i`• =7 .. ti 'r �/ �� `� c9 i a _<,' �'�" -- !c.? �-, rc % Ct' � �j U-� I� :•• >�" .; j /r�.;�� 7C^: �j This application was to the Liquor Control Board for a Class "E" and Class "F" license for a convenience store, Go N Joy Foods, at 238th and Highway 99. Police Chief Marlo Foster stated that the area generally is commercial in nature, and he recommended approval of the applicant and of the location. The hearing was opened to the public, MOTION: no one wished to speak, and the hearing was closed. COUNCILMAN GOULD MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO APPROVE THE APPLICANT AND THE LOCATION FOR ISSUANCE OF A CLASS "E" AND "F" LIQUOR LICENSE. MOTION CARRIED, WITH COUNCILMEN KASPER AND NORDQUIST VOTING NO. Councilman Nordquist said he did not see how they could approve the application when the facility is not even built. Councilman Kasper agreed, adding that there is no indication of management. EDMONDS CITY COUNCIL MINUTES Page 3 - March 18, 1980 STREE"'T HLE a AUDIENCE Fred Grucker, representing Little League, said a fee is now required for the use of the Pine St. field and they do not have funds to pay for parks that have been free in the past. He said the Little League organization had provided a no cost maintenance program for the fields they used until last year, and he requested that the Council MOTION: drop the fee for the use of City parks. COUNCILMAN NAUGHTEN MOVED, SECONDED BY d P COUNCILMAN GOULD, THAT THIS MATTER BE REVIEWED AT THE APRIL 15, 1980 COUNCIL MEETING. ' Councilman Gould asked that the Parks and Recreation Director present a summary of a;t, &" the history that went into the establishment of the fees. THE MOTION CARRIED. a Mary Hannum of 747 Edmonds St., along with a group of neighbors, complained about a landfill which had occurred in their neighborhood on Sprague St. They recited the history of t`e incident and provided written material in the form of minutes of two Board of Adjustment hearings on the matter and correspondence from various members of the City Staff. Approximately 3,500 cu. yds. of fill had been placed over eight adjacent lots at 720-748 Sprague St., and the neighbors were very upset at the resulting consequences to their surrounding properties. The Board of Adjustment had denied the request for a Conditional Use Permit to allow the fill, but the dirt was still there, and the neighbors said City Attorney Wayne Tanaka did not want to take any action unless he received direction from the Council. The neighbors were now asking that MOTION: the City take immediate action to have the dirt removed. COUNCILMAN NAUGHTEN MOVED, SECONDED BY COUNCILMAN KASPER, THAT THE STAFF PROVIDE AT NEXT WEEK'S MEETING A REPORT �•k� REGARDING THE LANDFILL COMPLAINT ON SPRAGUE ST. MOTION CARRIED. HEARING ON PETITIOJ FOR VACATION OF A PORTION OF 98TH AVE. W., NORTH OF SR 104, ADJACENT TO ROBIN HOOD LANES BOWLING ALLEY; AND AMENDMENT TO COMPREHENSIVE STREET MAP Acting Planning Division Manager Mary Lou Block stated it would be almost impossible to develop this portion of 98th Ave. W. because of an extremely steep bank located to the north of the bowling alley. The cliff actually separates the City from the County. The father of the owner of the property on the west side of the right-of-way had quitclaimed 25' in approximately 1925, and.it was thought that the owner of the other side also may have done so at approximatley the same time, but no proof of that had been shown. Councilman Kasper commented that if this were approved the County should be notified that the City is vacating this portion so they may take similar action for the right-of-way at the top of the cliff and relieve themselves of some liability. Ms. Block recommended approval of the vacation and the change to the Official Street Map. The public portion of the hearing was opened, no one wished to MOTION: speak, and the public portion was closed. COUNCILMAN NAUGHTEN MOVED, SECONDED BY <_ Amended COUNCILMAN GOULD, THAT THE CITY VACATE THE SUBJECT PROPERTY BUT THAT AN EASEMENT FOR UTILITIES BE RETAINED, AND THAT THE PROPERTY OWNERS PAY ONE-HALF OF THE FAIR MARKET APPRAISED VALUE OF THE PROPERTY PRIOR TO THE EFFECTIVE DATE OF THE ORDINANCE. Councilman Kasper recalled that property owners should not be charged if they originally gave Amendment the property. Ms. Block read the governing ordinance aloud. COUNCILMAN NAUGHTEN MOVED TO AMEND THE MOTION, SECONDED BY COUNCILMAN GOULD, THAT THERE WOULD BE NO Amendment CHARGE FOR THE WEST HALF BUT THE CHARGE WOULD BE ONLY FOR THE EAST HALF. COUNCILMAN GOULD FURTHER AMENDED THE MOTION, SECONDED BY COUNCILWOMAN CHILDERS-JAECH, THAT THE COMPREHENSIVE STREET MAP BE AMENDED AS REQUIRED BY THIS ACTION. City Attorney Jim Murphy asked what would happen if the property owner on the east refuses to pay. He was told that the west property owner then would have the option to buy it. THE SECOND MOTION TO AMEND CARRIED. THE FIRST MOTION TO AMEND THEN CARRIED. THE MAIN MOTION, AS TWICE AMENDED, THEN CARRIED. HEARING ON LIQUOR LICENSE APPLICATION FOR GO N JOY FOODS - HIGHWAY 99 LOCATION This application was to the Liquor Control Board for a Class "E" and Class "F" license for a convenience store, Go N Joy Foods, at 238th and Highway 99. Police Chief Marlo Foster stated that the area generally is commercial in nature, and he recommended approval of the applicant and of the location. The hearing was opened to the public, MOTION: no one wished to speak, and the hearing was closed. COUNCILMAN GOULD MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO APPROVE THE APPLICANT AND THE LOCATION FOR ISSUANCE OF A CLASS "E" AND "F" LIQUOR LICENSE. MOTION CARRIED, WITH COUNCILMEN KASPER AND NORDQUIST VOTING NO. Councilman Nordquist said he did not see how they could approve the application when the facility is not even built. Councilman Kasper agreed, adding that there is no indication of management. EDMONDS CITY COUNCIL MINUTES Page 3 - March 18, 1980 STREET FILE*�,��.._ AGENDA FOR EDMONDS CITY COUNCIL MEETING —" COUNCIL CHAMBERS - 8:00 P.M. �.�I�� MARCH 18, 1980 7:00 P.M. - PERSONNEL COMMITTEE MEETING 7:.45 P'.M. - INTERVIEW �83,1.j(y_&WARD AND VIRGINIA ZIELS FOR LIBRARY BOARD. CALL TO ORDER cr�?' �c�a-,w+.•� ,"` FLAG SALUTE OATH OF OFFICE FOR COUNCILWOMAN MARY GOETZ 1. CONSENT AGENDA (A) ROLL CALL (B) APPROVAL.OF MINUTES OF MARCH 11, 1980 (C) ACKNOWLEDGE RECEIPT OF NOTICE OF INTENTION TO COMMENCE ANNEXATION PROCEEDINGS,, FUTURE ALBERTSON'S SITE - AND SET DATE OF CH 25 RTO MEET WITH PET,I-TIONERS 1.> (D) SET DATE FOR HEARING ON DELETION OF CUL-DE-SAC DENOTED ON OFFICIAL STREET MAP AT NORTH END OF 6TH AVE. S. AND ALSO FOR HEARING ON PROPOSED AMENDMENT TO OFFICIAL STREET MAP TO VACATE A PORTION OF R/W OF 6TH AVE. S. WHICH EXTENDS 1'- SOUTH FROM ELM STREET. ST -1-80 (SUGGESTED DATE: APRIL 15) (E) SET DATE FOR HEARING TO REZONE TO RMH THE AREA SOUTH OF 208TH S.W. NORTH OF 210TH S.W., EAST OF 76TH AVE. 'W., AND WEST OF 70TH AVE. tJ. R-7-79 (SUGGESTED DATE: APRIL 15) (F) SET DATE FOR HEARING ON PROPOSAL TO AMEND THE OFFICIAL STREET MAP TO EXTEND THE PUBLIC R/W FROM HILLCREST PLACE SOUTH AND WEST TO SHELL VALLEY ROAD. ST -10-79 (SUGGESTED DATE: APRIL 15) (G) SET DATE FOR HEARING ON LIQUOR LICENSE APPLICATION FOR GO N JOY FOODS CORP. AT 7207 - 212TH S.W. LOCATION . (SUGGESTED DATE: MARCH 25) ,4H) AUTHORIZATION TO EXECUTE FERRY WALK-ON PARKING LOT AGREEMENT (I) PROPOSED ORDINANCE #2126 RAISING COUNCIL PRESIDENT TO $10 PER DIEM, NOT TO EXCEED $200 PER MONTH 2. MAYOR 3. COUNCIL � 4. AUDIENCE — 74,7 F-=t�e,,�►?�, `�Z- /t a, o� ¢�,� ��c.�:..t.�.:� F�..�� 5. HEARING ON PETITION FOR VACATION OF A PORTION OF 98TH AVE. W., NORTH OF SR 104, ADJACENT TO ROBIN HOOD LANES BOWLING ALLEY, AND AMENDMENT TO COMPREHENSIVE STREET MAP, 6. HEARING ON LIQUOR LICENSE APPLICATION FOR GO N JOY FOODS - HIGHWAY 99 LOCATION 7. HEARING ON PROPOSED INCREASE IN UTILITY RATES &:'--"1)iEARING ON COMMUNITY `CODE © /� TGR L"'% Ci.��'y.,. .-A1.4.7 iiC..l �`'^'1-'• •'C.�f..-` March 12, 1980 MEMO TO: Harve H. Harrison Mayor FROM: Irene Varney Moran City Clerk SUBJECT: ACKNO14LEDGE RECEIPT OF NOTICE OF INTENT TO COMMENCE ANNEXATION PROCEEDINGS - FUTURE ALBERTSON'S SITE Attached is a copy of a Notice of Intention to Commence Annexation Proceedings signed by owners of not less than 1001 of the assessed valuation of the property petitioning to be annexed. Also attached is my certificate of validity and sufficiency of the petition. Council should acknowledge receipt of this notice and set a date to meet with the petitioners to agree upon acceptance of the city's bonded indebtedness, with a minute entry to that effect. I would suggest March 25 as the date to meet with the petitioners foh this formality. At that time, Council may direct the petitioners to obtain the requifed.signatures of 75% of the assessed valuation on a petition'for annexation. Upon filing of the 75% petition, the Boundary Review Board is furnished with the proper notification, and following their determination, the City then schedules a hearing on the proposed annexation. Attachments CERTIFICATE 0 ALIDITY AND SUFFICIENCY 0 ETITION I, Irene Varney Moran, City Clerk of the City of Edmonds, Washington, do hereby certify that I received on the 3rd day of MARCH , 19 80 , a Petition of Notice of Intention to Commence Annexation Proceedings for an area east of 100th Avenue West and south of 228th S.W., known as the future site of Albertson's, Inc. Within three days after receiving the petition, I proceeded.to make the determination with reasonable promptness, the date upon which such determination was begun being the 6th day of MARCH , 19 80 I further certify that the signatures constituted the owners of more than the required 10% in value according to the assessed valuation for general taxation of the property within the area proposed for annexation. Signatures represented $ 65,360.00 of the total $132,380.00 of the assessed valuation of the area, according to the records of the County Assessor, or 49 + %. DATED THIS 10th day of MARCH 19 80 IRENE VARNEY MORAN, CMC State of Washington ) County of Snohomish ss: CITY CLERK On this day personally appeared before me IRENE VARNEY MORAN, to me known to be the individual described and who executed the within and foregoing instrument, and acknowledged that she signed the same as -her free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this /0 day of�JZ ,y_�, 19d. NWtarj Public in and for the State of Washington, residing at 'I TO: RECE NOTICE OF INTENTION TO C�M11;NCE ANNEXATION PROCEEDINGS 1 41980 QouR+zs tAu:vsnnv/Arrh The City Council of the City of Edmonds Civic Center RECEIVED Edmonds, Washington 3 1980 Gentlemen: RECEIVED FEB 2 81980 Edmonds City Clerk Dou M Mu!VRnnv!A-rhitnCt The undersigned, who are the owners of not less than ten percent in value, according; to the assessed valuation for general taxation of the property for which annexation is sought, hereby advise the City Council of the City of Edmonds that it is the desire of the undersigned residents of the following area to commence annexation proceedings: The property herein referred to is described on Exhibit "All attached hereto and is depicted on Exhibit "B" further attached hereto. It is requested that the City Council of the City of Edmonds set a date not later than sixty days after the filing of this request for a meeting with the undersigned -to determine: (1) Whether the City Council will accept the proposed annexation. (2) Whether the City Council will require the simultaneous adoption of proposed zoning regulations for the proposed area to be annexed. (3) Whether the City Council will require the assumption of existing, City indebtedness by the area to be annexed. This page is one of a group of pages containing identical text material and is intended by the signers of this Notice of Intention to be presented and considered as one Notice of Intention and may be filed with other pages containing additional signatures which* cumulatively may be considered as a single Notice of Intention. - 0W11F.R' S SIGNATURE (Husband and Wifq) PRINTED NAME ADDRESS & LEGAL DATE DESCRIPTION SIGNED *See special instructions on cover sheet. Garbareno That portion of the NW;, NA, NEa, Section 36, T27N, R3E, W.M. in Snohomish County, Washington, described as follows: Commencing at the northwest corner of said subdivision; thence S 0151104" W. along the west line.of said subdivision, 210.00 feet; thence S 88°45118" E. parallel to the north line Of said subdivision, 37.50 feet to the east margin of 100th Avenue West and the True Point of Beginning; thence S 0051'04" W. along said east margin, 119.83 feet to the north line of the S �, NW;, M4;, NE: of said section; thence S 88°44'17" E, along said north line,, 292.12 feet; thence N 0040'16" E, 179.92 feet; thence N 88°45118 W, 160.01 feet; thence S 0°40'16" W, 60.00 feet; thence N 88°45'18" W, 131.73 feet to the True Point of Beginning. Said parcel contains 44,594 square feet or 1.0237 acres, more or less. �- A F-207650 Aft EXHIBIT A THE WEST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, T0,-INSHIP 27 NORTH, RANGE 3 EAST, W.M.; EXCEPT THE NORTH 210 FEET THEREOF; AND EXCEPT THE EAST 125 FEET OF REMAINDER THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF FOR ROAD AS CONVEYED TO SNOHOMISH COUNTY BY DEED RECORDED UNDER AUDITOR'S FILE N0, 1216518; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NO. 2152989. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. A& s MEMO TO: Harve H. Harrison Mayor FROM: Mary Lou Block Acting Manager Planning Division February 26, 1980 SUBJECT: HEARING ON VACATION OF A PORTION OF 98TH AVENUE WEST, NORTH OF SR104; ADJACENT TO ROBIN HOOD LANES BOWLING ALLEY, AND AMENDMENT TO THE COMPREHENSIVE STREET MAP (FILE ST -14-79, ST -16-79; P.C. RESOLUTION #644 This item was heard and approved by the Planning Commission on November 28, 1979 and January 9, 1980. Those minutes, a drawing and Planning Commission Resolution #644 are attached. Snohomish County quit claimed this right-of-way to the City of Edmonds in February of 1971. There is some question as to which property owner originally dedicated this right-of-way. Unless one of the adjacent property owners can providey evidence that this right-of-way originally came from.his or her property, it should be returned to both adjacent property owners. The development of this portion of 98th Avenue West is highly unlikely due to an extremely steep bank located to the north of the bowling alley. The Planning Division recommends vacating the right-of-way and amending the Official Street Map. DVB/mt attachments EXHIBIT "A" N. E. 1/4, SEC. 36, T 21 RECEIVED OCT 5 1979 1= 200' sfc Cor Umonds City Clerk Ir oc Lc -;r 226th PL S W. E2 22 6' th", C., 7 7 I T. -I TF. I ,vo l4f-omowos Cl ry, L IPA r5 > I CD S 10,4 r S -3 6c'0,4aV0 5t HI k4 i-i3lJ e /6 WEA/Z Lr -L L5 18 C-3 I :Sl 166"Rgo— u 5 T— /0 U.) 231sl PL S W UJ (391"o "' 7 r) I 42 n d ST I N L LLJ > LID (5192) LrS - j RICHYOND.,. Ffil Ul 100-, V 2 5}r FIR ftE4DOWS -J— PLANNING CO'-LM- ISSION RESOLUTION N0. 64T— A RESOLUTION TO THE CITY COUNCIL OF THE CITY OF EDMONDS RF.CONaTENDING APPROVAL OF A PROPOSED VACATION OF RIGHT-OF-WAY AND AMENDMENT TO THE OFFICIAL STREET MAP TO REMOVE A PORTION OF 98TH AVENUE 14EST LOCATED NORTH OF SR104, AVD ADJACENT TO ROBIN HOOD LANES BOWLING ALLEY AS SET FORTH IN FILES a`ST-14 AND ST -16-79 WHEREAS, the Planning; Commission of the City of Edmonds, pursuant to proper notice and publication, held public hearings on the proposed vacation of right-of-way and amendment to the Official Street Map to remove a portion of 98th Avenue West located north of SR104, and adjacent to Robin Hood Lanes Bowling Alley as set forth in'Files ,',QST -14 and ST -16-79; and WHEREAS, the Department of Community Development and Public Works Department have determined that development of this portion of 98th Avenue West is highly unlikely due to an extremely steep bank located to the north of the bowling alley; and WHEREAS, there is a finding of no significant adverse environmental impact on these actions; and WHEREAS, said amendment and vacation are necessary to promote the public health, safety and general welfare; now therefore BE IT RESOLVED, that the Planning Commission recommends and forwards to the City Council. of said City, that the proposed street vacation and amendment to the Official Street Map as set forth in Exhibit "A" attached hereto be approved. DATED this _day of 1980. Chairman Edmonds Planning Commission FILE Vs: ST -14-79 & ST -16-79 HEARING DATE: 11-28-79 and 1-09-79 INITIATED BY: Frank J. Wuscher extended a significant distance whether the triangular or rectangular configuration was used. Ms. Block said a rectangular lot would still be a flag lot, but the Commission had the authority to make a determination as to placement of the setbacks in regard to the flag lot. She added that it appeared there would be a probler, on the lot size of one lot in a rectangular configuration. Mr. Sauerland said a variance would be needed to have rectangular lots. Mr. -Adams said that any other configuration than that proposed would require a variance because of the road. Because it has multiple use it is not considered as part of the area for any of the lots so they would be undersized. He said the intent of the turnaround for each lot is so the vehicles will have some place to turn around prior to entering the public right-of-way and the hammerhead as designed in this proposal met that intent. The public portion of the hearing again was closed. Commis- sioner Hall stated that building heights are dictated in the Code. She felt she would like to see another plan. Commissioner Walker commented that everyone would like to have a nice view and those who have one want tc retain it. She felt the Commission's decisions should be based on the laws and the laws allow Mr. Patrick to divide into three lots, so she did not see how they could deny him the right to subdivide. BASED ON THOSE REN.ARKS, COMMISSIONER WALKER MOVED TO DENY AP -4-79. COMMISSIONER SMITH SECONDED THE MOTION. He said he has a view which has been partially lost and more of which will be lost in the future, but he felt they had to follow the Code as it is written and they could not let emotions rule. Commissioner Ross felt the parties should be given time to work out the problems. Commissioner Hall agreed that there was room for compromise. Commissioner Smith stated if the Commission started making decisions on a case-by-case basis to change heights they would run into trouble. Commissioner Walker noted that this originally had been heard on September 13 by the Staff. She said that earlier this evening when a suggestion was made that this should be discussed amongst the parties it did not appear that all the parties were amenable. Chairman LaBelle said he also had received that impression. THE VOTE ON THE MOTION WAS TAKEN, WITH COMMISSIONERS WALKER,, SMITH, AND LaBELLE VOTING YES, AND WITH COMMISSIONERS HALL AND ROSS VOTING NO. MOTION CARRIED. A short recess was announced. AGE DA ST -14-79 Petition for vacation of Aortic - of 98th Ave. W., adjacent to Robin Hood Lanes bowling alley Ms. Block stated this street had been on the Official Street Map for a number of years and is adjacent to the City limits. This item was not posted as an amendment to the Official Street Map so that will have to be a separate action at a later date. Slides of the site were shown. Ms. Block noted that the street really leads to nowhere as it ends at the base of a cliff. She felt it was very reasonable to vacate it. She said there will be certain environmental impacts but they would not constitute a significant adverse impact on the environment and a declaration of non- significance had been issued. She said the excess right-of-way should be deeded to the adjacent property owners, subject to the following conditions: (1) 013 -epic View Water District has a 6" steel water line in the right-of- way so a 15' easement will be required for this line and to accommodate any future utilities; (2) The applicant will be required to obtain approval of the legal description for the easement prior to final approval. The Engineering Division concurred in the recommendation. The public portion of the hearing was opened. Frank Wuscher of 145 Seal Rock Dr., Brinnon, WA; said he owns the bowling alley property. He asked for clarification of the utility easement and Ms. Block explained. Mr. Adams added that he could not build over the existing water line. The public portion of the hearing was closed. COKIISSIONER HALL MOVED, SECONDED BY COMMISSIONER WALKER, TO APPROVE ST -14-79 AND THAT THE 15' UTILITY EASEMENT BE RETAINED. MOTION CARRIED. EDMONDS PLANNING COMMISSION Page 3 November 28, 1979 • EDMONDS PLANNING COMMISSION ~,-... January 9, 1980 The regular meeting of the Edmonds Planning Commission was called to order by Chairman Keith LaBelle at 7:35 PM in the Council Chambers of the Edmonds Civic Center. Chairman LaBelle welcomed those present, introduced the Staff, and explained the procedure of the meeting. PRESENT ABSENT STAFF PRESENT Floyd E. Smith Fred Ross Mary Lou Block, Acting Plan. Div. Manager Keith LaBelle Laura Hall Dan Smith, Engineering Inspector John McGibbon Valina Walker Wayne Tanaka, City Attorney John Hodgin Cindy Noack, Secretary Larry Naughten, Ex officio APPROVAL OF MINUTES Minutes of the November 28, 1979 meeting had been mailed out to the Commission prior to tonight's meeting. COMMISSIO"iER SMITH MOVED, SECONDED BY COFIMISSIONER MCGIG:',1ON, TO APPROVE THE MINUTES OF THE MEETING OF NOVEMBER 28, 1979. MOTION CARRIED. PLANNING COVINISSION PARTICIPATION Chairman LaBelle referred to the packet that was handed out to the Commission, which includes a resolution of the Planning Commission adopting attached rules of procedure. Chairman LaBelle indicated that the Commission didn't have to vote on it tonight, but asked City Attorney Wayne Tanaka to give a brief overview of the information in the packet. Mr. Tanaka stated that this was brought up through the Amenities Design Board asking what rules of procedure the various City Boards and Commissions had. After researching the matter it was discovered that the City Boards and Commissions, other than City Council, had not adopted any specific procedures. These are patterned after Roberts Rules of Order tut more sim- plified and tailored to the City's needs. Mr. Tanaka stated that these rules of procedure are the same ones that the City Council has adopted to use, except that the Planning Commission Chairman does have the right to make and vote on motions. Chairman LaBelle stated that this item will be put on the January 23, 1980 agenda. AGENDA ST -16-79 A4EF;Or_NT TO THE OFFICIAL STREET MAP TO REMOVE THAT PORTION OF 98TH AVENUE WEST, ADJACENT TO ROBIN HOOD LANES BOWLING ALLEY. Chairman LaBelle stated that this item was heard previously as a request to vacate and because of the fact that the Commission had not published this as an amendment to the Official Street Map, no action could have been taken. Mary Lou Block, stated that at the November 28, 1979 Planning Connission meeting, the Commission approved the vacation of a 50' by 280' portion of 98th Avenue West, adjacent to Robin Hood Bowling Alley and north of SR104. Usually the amendment to the Official Street Map is processed with a request for vacation of street right-of-way. There had been an omission in the publication and therefore a separate action was required to officially remove it from the street map. Ms. Block showed transparencies of the area in question. Discussion was then opened to those in the audience. No one in the audience had any questions, and the discussion was closed. COMMISSIONER MOTION: MCGIBBON, SECONDED BY COMMISSIONER SMITH, TO APPROVE ST -16-19, THAT THE RIGHT-OF- WAY IS NOT NECESSARY TO THE HEALTH, SAFETY, AND WELFARE OF THE COMMUNITY AND IS CONSISTENT WITH THE RECENT ACTION TAKEN BY THE PLANNING COMMISSION. MOTION CARRIED. ST -10-79 PROPOSED AMENDMENT TO THE OFFICIAL STREET MAP TO EXTEND THE PUBLIC RIGHT-OF-WAY SOUTH AND WEST FRO14 HILLCREST PLACE TO SHELL VALLEY ROAD. Ms. Block stated that this is another item that has been heard before. She stated that the proposed amendment was to add another entrance and exit to Shell Valley which will improve the circulation pattern, this would be done by extending the public right-of-way from Hillcrest Place West and south to existing Shell Valley Road in accordance with the sketches that she showed on transparencies. Ms. Block pointed out that in order to serve the properties in the area a road will need to be developed, either public or private,and the question now is whether to put it or, the street map so it would become a public road or leave if off so it would be a private road. At the May 23, 1979 Planning Commission meeting the.Commission approved of the amendment to the Official Street Map. On July 24, 1979 this item March 10, 1980 Mr. Jim Adams City of Edmonds Edmonds.Engineering Dept.. Edmonds, Wa. 98020 Re: Albertson's, Edmonds, Wa. Dear Sir: STh �L i ...FILE r*ECEIVED MAR 12 1980 Dir. Of Public WorKs We are forwarding to you two (2) copies of the revised curb cuts for. the above mentioned project, please note details showing the new curb cuts numbered 1,2,6, & 7 on our drawing SD -2. We would like to request that you review these plans and return an approved set to our office as soon as possible. If you have any questions, please contact our office. Sincerely yours, DOUGLAS MULVANNY/Archi,tects Robert J. Kabusreiter RJK:Im cc: Jim Brennan.'- Albertson's, Inc. Bit �Iedp"H' s-eI- e- c, LG el STREET FILE March 11, 1980 MEMO TO: Planning Department - FROM: Engineering Department SUBJECT: BOARD OF ADJUSTMENT MEETING MARCH 19, 1980 1. V-6-80 Daniel Staber - Variance request for substandard lot size on lot 4 of 5-6-80 at 17019 76th Ave. W. No Comment. 2. V-7-80 Randy Garute -Variance request to reduce side and rear yard setbacks at 23816 74th Ave. W. Structure built this close to property line may re- quire special fire resistant walls. 3. V-8-80 Lowell Tiede - Variance request to reduce re- quired rear yard setback at 23723 76th Ave. W. Same Comment as V-7, above, 4. V-9-80 Frank Leifer - Variance .request to reduce required front yard setback at 7821 1.75th St. S.W. Engineering does not object to this Variance. 5.� GU-2�0 80_ Doug Mulvanney (Albertsons) - Conditional Use Permit to grade/fill in excess of 500 cu. yards for joint use parking. Maximum slopes to be 2 horizontal to 1 vertical. Provision for additional intercepting catch basins at northwest corner of building need to be made. Protection of adjacent property in the area of deep cuts for the building; and retaining wall. will be required. Parking layout approval subject to acceptance of new parking; code. DS:gl )3 150 ElYgr. Dt. i garage up with the house, but there essentially would be no rear yard left because of the area used for the garage and the paved turning area. The s' garage was proposed to be 24'x 24', and Mr. Pearson said 20'x 20' is minimum. Mrs. Medina added that 20'x 22' is normal. The public portion of the hearing was closed. Mrs. Medina did not think it was necessary to build on the property line in this case, noting that the garage could be reduced by 2'. She did not see this as a minimum variance. Mrs. McGee agreed, saying it appeared to her to be a large garage for that space, and she felt the applicants had the choice of losing the yard or reducing the garage. Mrs. Derleth noted that the Capon home is very close to the northwest corner and she said she would not want to see the garage located there. She thought the garage could be smaller and have a smaller variance and that it should be kept on the part of the lot that would lessen the impact on the other neighbor. Mrs. Medina found it difficult to consider this a minimum variance. THEREFORE, MRS. MEDINA MOVED, SECONDED BY MRS. DERLETH, THAT THE APPLICANTS IN V-7-80 BE GRANTED A 4 1/2' VARIANCE FROM THE 7 1/2' REQUIREMENT, SO THERE WILL BE A 3' SIDE YARD SETBACK, BECAUSE SHE FELT THAT WOULD BE A MINIMUM VARIANCE AND A FIRE WALL WOULD NOT BE REQUIRED, GRANTING OF THE VARIANCE TO BE BASED UPON THE SPECIAL CIRCUMSTANCES OF THE PROPERTY, THE FACT THAT IT IS A MINIMUM VARIANCE, AND THE GRANTING OF THE VARIANCE WOULD NOT BE DETRIMENTAL TO THE PUBLIC OR INJURIOUS TO THE AREA. MOTION CARRIED. CU -20-80 DOUGLAS MULVANNEY - Conditional Use Permit for filling and grading in excess of 500 cu. yds. and for joint use parking at the northeast corner of 96th Ave. and SR 104 (BN) Mr. Pearson showed slides of the site. Two existing houses will be removed. The Engineering Division had reviewed the proposal and the soils report and found no technical problems with the excavation. Mr. Pearson explained the requirements for joint use parking. Albertson's proposes having joint use parking with the adjacent bowling alley. Albertson's must provide 132 spaces and may obtain 132 spaces from the bowling alley for joint use. The bowling alley must provide 72 spaces and may obtain 72 spaces from Albertson's for joint use. Extending the line of Albertson's wall out to Edmonds Way would separate the area into 132 spaces for Albertsons and 154 spaces for the bowling alley, so the proposal was within the limits of the ordinance for joint use of parking. The applicant must demonstrate that there is no substantial conflict in the operating hours of the two uses, and the traffic report indicated that the bowling alley's high use periods are during league play, the peak use being from 8:30 p.m. to 9:30 p.m. because the late bowlers arrive before the early bowlers leave. Albertson's peak use is said to be from 4:30 p.m. to 5:30 p.m., with additional high use on weekday mornings. These would not conflict with the bowling alley's high use periods. It was felt that neither the grading nor the joint use of parking would create any danger, nor would there be any detriment to nearby property. The surrounding area is zoned and used for similar types of uses, with similar shared parking arrangements. The excavation will be an extension of the man-made slope existing to the east. The Comprehensive Plan Map shows this area to be in the business category. Mr. Pearson said the Policy Plan does not approve this kind of grading but in this case it would be approving essentially what already exists there, so it would be compatible with the neighborhood. The entire building and landscaping will be reviewed by the ADB. A portion of this site is not within the City and annexation of that portion is in process. City Attorney Wayne Tanaka advised the Board that it was within their authority to. -hear the - ,proposal -at this time.. Mr. -Pearson -recommended approval, subject to the applicant's obtaining a grading permit and meeting all Engineering Division requirements, and subject to recording of. the..joint- use- agreement.__in_a.form approved by the -City Attorney., The hearing was opened to the public. ,Douglas Mulvanney was in agreement with all the comments from, the Staff.` 'He discussed the cut and fill._ He, said the -agreement -with the bowling alley -had been filed with the City, and it provides that Albertson's will improve the entire lot as a part of the development. No one else wished to BOARD OF ADJUSTMENT Page 3 - March 19, 1980 speak, and the public portion of the hearing was closed. Mrs. Derleth observed that the proposal went together all right with what already had been done there. MR. BYRD MOVED, SECONDED BY MRS. McGEE, TO APPROVE THAT PORTION OF CU -20-80 PERTAINING TO THE CUT AND FILL OF OVER 500 CU. YDS., CONTINGENT UPON THE APPLICANT'S OBTAINING A GRADING PERMIT AND MEETING ALL ENGINEERING REQUIREMENTS, BECAUSE THE USE WILL NOT ENDANGER THE PUBLIC WELFARE, THE USE IS PERMITTED IN THE ZONE WHERE SITUATED, AND THE USE WILL NOT BE SIGNIFICANTLY DETRIMENTAL TO ADJOINING PROPERTIES AND GENERALLY WILL BE IN HARMONY WITH THE ZONING CODE. MOTION CARRIED. MR. BYRD FURTHER MOVED, SECONDED BY MRS. McGEE, THAT THE JOINT USE PARKING PORTION OF CU -20-80 BE APPROVED, CONTINGENT UPON THE REVIEW AND APPROVAL BY THE CITY ATTORNEY OF THE JOINT USE AGREEMENT, FOR THE SAME REASONS STATED IN THE FIRST MOTION. MOTION CARRIED. There was some discussion regarding the annexation of the portion of the property in the County. It was noted that this is a single applicant who has control of the necessary 75% of the area proposed to be annexed, and that the Boundary Review Board undoubtedly would waive juris- diction. V-8-80 LOWELL D. TIEDE - Variance from required rear yard setback at 23723 76th Ave. W. RS -8 Mr. Pearson said the existing house has a garage with a driveway off 76th Ave. W. The applicant would like to have the driveway elsewhere. He has another driveway in back and a concrete pad on which he parks his car. The proposal was to reduce the rear setback to 2' for a garage (the setback would be 0' for the overhang). The required rear setback is 5'. A new garage will require filling of the site and the amount of fill would be lessened if the variance were'approved, but there would be no practical difficulties in carrying out the provisions of the Zoning Code. Granting of the variance would not be detrimental to the health, safety, or welfare of the property owners in the vicinity as the location was adjoining a neighbor's parking area. Mr. Pearson felt reasonable use of the land was possible without the variance and that granting of the variance would not be generally in harmony with the Zoning Code. He noted that walls closer than 3' to the property line must be noncombustible in accordance with the UBC and that windows and overhangs also are restricted. The public portion of the hearing was opened. The applicant said the 2' setback he was proposing would allow him to get closer to the property line and not fill his back yard. The existing rockery would be moved about 10' to the south and the east rockery which currently was terraced would go straight up, but if he had to leave a 5' setback there would be very little yard left and that would be a hardship. The roof of the garage would have a standard 4 in 12 pitch and the foundation would be 2' from the property line. No one else wished to speak, and the public portion of the hearing was closed. Mrs. Derleth observed that a single garage or a 1 1/2 car garage could be built without a variance, and there already was one garage on the property. Mr. Tiede responded that it would not be practical to him as they have a very limited amount of storage in their house and they need a building of the proposed size. Mrs. Derleth said when she looked at the property she had the impression that even the amount they would fill would intrude greatly into their back yard, and this was a difficult lot on which to put a garage. Mrs. McGee said she had trouble visualizing a large building where that pad is located because of the way it is built up already. Mrs. Medina said she had trouble finding this to be a minimum variance, especially when the eaves would go directly to the property line. MRS. DERLETH MOVED, SECONDED BY MRS. McGEE, TO DENY V-8-80 ON THE BASIS THAT IT DID NOT APPEAR TO BE A MINIMUM VARIANCE, IT APPEARED THAT THE IMPACT ON THE IMMEDIATE VICINITY WOULD BE EXAGGERATED BY THE FACT THAT THE BUILDING PAD IS RAISED ABOVE THE SURROUNDING PROPERTY AND HOMES, AND AS AN OPEN PARKING AREA THE IMPACT WAS NOT EXCESSIVE BUT SHE FELT A TWO -CAR GARAGE WOULD BE A LARGE IMPACT ON THAT VICINITY; AND IN ADDITION THERE WAS SOME CONCERN ABOUT THE CLOSENESS TO THE PROPERTY LINE WITH OTHER BUILDINGS BEING RELATIVELY CLOSE; FURTHER, SHE DID NOT SEE A HARDSHIP THAT IS NOT EXPERIENCED BY OTHERS IN THE NEIGHBORHOOD. Mrs. Medina advised the applicant that from the meeting this evening he could see the Board members' feelings about buildings constructed right on the BOARD OF ADJUSTMENT Page 4 - March 19, 1980 t STREP FILE NOTE: APPLICANT OR REPRESENTATIVE MUST BE PRESENT AT HEARING AGENDA FOR EDMONDS ARCHITECTURAL DESIGN BOARD COUNCIL CHIV-1BERS - 7:30 P.M. MARCH 5, 1980 Dir, m i ROLL CALL j 2 . APPROVAL OF MINUTES 3. CORPFSPONDENCE 4. REPORT FROM STAFF 5. ARCHITECTURAL DESIGN BOARD COMMENTS 6. AGENDA Jwv—�'. r, V 7 � CHARLES CROSBY - Review of single family residence X i in environmentally sensitive area at 21225 Shell Valley Road, (RS -8) :4RECON ENTERPRISES - Review of revised parking and iana'sca in Y :"R U�-e p• g pian to allow addition of nine parking --•--------- stalls at 1130 5th Avenue South.(RMH) 3;A®;y MATT(DR. BEN THAL) - Review of site, landscape, c?evations, and sivna;,,e of medical office at the southwest corner of 21.8th Street S.W. and fl) 76th Avenue West. (RML) IT, r7V 47, a f� t` E:a�J:1BIL DEVELOPMENT COMPANY - Review of fifty unit X rAAN' �Auto•,�, QL;r�7 pTanne resiaentia eve opment located between 6th Avenue South and SR104. (RS-6/RMH) ` c•<� V � M r'"_;""4�"f�M0UGLAS MULVANNY - Final review of site. landscapin- signage or Albertson's store at the northeast r G -f n corner of 9th Avenue and SR104. (BN) ADB -.14-80 �sL-4 ADB -15-80 ADB -16-80 bQ char., A -2t�AD3-17-80 X17 � I �r c• s G� D !� p�`�, ADB -18-80 Lo n >ilil�=17• ROBERT PANTLEY - Review of sign for restaurant and retai�bu1 ing at 51 West Dayton Street. (CW) MR. ANDERSON - Review of sign for boat sales and service at 00 Railroad Avenue. (CW) KIRK L. JENSEN - Review of sir,nage for karate school at^7(_)2_rLacj—eI3allinRer Way. (NC) TUBE ART DISPLAYS TNC. - Review of sign for OTv7m c Ban t7i aiat bn Street. (BC) SNOHOMISH COUNTY PARKS - Review of site plan for fit!iess trai atTSifM Street S.W. Olympic View Drive. (Public Use) BJORN THUESEN - Final review of site, landscape, and eeT-vations or a 22 unit townhouse at the northwest corner of 80th Avenue West h 19601 Street S.W. (RML) ADB -19-80 GARY CRUZ - Review of pole sign for Tri -City Car t'4 iy— Hart a -t X2400 Highway 99. (C(.:) �' ~ ADB -55-79 CLAY ENTERPRISES - Review of Innds(:npinF for l,Gc- duplex at iI-19914 76th Avenue West. (RD) SLIDE PRESENTATION TO DISCUSS "SUBSTANTIAL CHANGES" ?LEASE NOTE: SIGN PERMITS AND BUILDING PERMITS MUST BE OBTAINED AT THE PLANNING AND BUILDING DIVISIONS 'IN ADDITION TO APPRnVAL BY THE ARCH.i.TECTURAL DESIGN BOARD. `rr v'%'ad !a trj�r SIC MAIN , �C-NE-cuAy /V�,c,rf /ELLE �r u�sr ;,1 i�aiuecj- c/;sc ss ��l) 171-/ tie -i4 19 ct C w 6 February 28, 1.9.80 MEMO TO: Planning Department/ADB PROM: Engineering Division SUBJECT: COMMENTS ]'OR MARCH .5 A.D.B. MEETI N(l, D1• AD -9-4-80 Review of site plans for Albertsons at. Northeast corner of 9th Avenue and SR -104. Parking layout meets engincer.ing .reani..r.ements. 1)r.ai.nag;e � plan required per Ordinance Q924 in conjunction. with " building; permit.Crracfin elan .r.equired'7_n conjunction with building permit. r 2. ADB -10-80 Seavue� Condo -- final review of parking layout Engineerin- recommends approval subject t'o the Fire .and /police Department anrnrovin.; excess driveway slope as required by Ordinance 7,"-2045. 3. A.PB-1.0-S0 Revio v of site plan :for. si.ns,l.c, family residence at 21225 Shell Valley Road Combination driveway per recorded subdivision (S-20-78) to be- required erequired not to exceed 14 0. Drainage plan per. Ord. #1_924 re- quired in conjunction with building, permit application �� 4. ADB -1.3 -SO Review of site plans for medical office at 21.616 .76th The parkin; p,�t1n as submitted is gene. rally acceptable with several minor revisions. Parking stall #1.3 shall_ become a com- pact stall. and r'r9 a standard stall. Stalls _ #21. and 22 shall. be marled_ zs_. "band.i.capnedl' and widened to_1.�. The 1.2' exit road shall be clearly marked "one wav" to the north. Drainage plan required per Ord. #,`192,1 in con.iTinction with bui.l.di.ng permit application. j 4E' •C f' / -': C / -G•yi G.Q f� r> I f` ur (' `•% ur ff Robert Young, architect for the project, assured Mr. Potter that the elevations would be as indicated and he noted that the plans and elevations will be included in the contract rezone. He explained how the project will be nestled into the bowl and will not obstruct views. The public portion of the hearing was closed. Chairman LaFon commented that it was a very well done development. MR. SELVIDGE MOVED, SECONDED BY MR. HINTZ, THAT ADB -116-79 BE APPROVED FOR PRF_I.IMTNARY SITE REVIEW ONLY, COMMENTING THAT IT WAS VERY WELL PREPARED BLIT SHOULD COME BACK, FOR FINAL SITE REVIEW. MOTION CARRIED. A short recess was announced. r AOo-4-80 DOUGLAS MULVANIIY - Final review of site, landscaping, and signage for -A bertson is sS ore at the northeast corner of 9th Ave. and SR 104 (Bre) Color samples were submitted. Mr. Bowman stated that a proposed declaration of nonsignificance had been issued regarding environmental impact of this project. He noted that a portion of the proposed building is located outside the City of Edmonds, but the applicants were attempting to have that property annexed. Two significant problems with this proposal were the delivery truck entrance which fronts on 9th Ave. and the fact that the parking did not meet current Code requirements. The plan will fit the parking requirements in the updated Community Development Code which will go to the Council for approval shortly. The applicant had provided a proposal to screen the loading dock area. Proposed signage was within the requirements of the Sign Code. The sign was proposed to be in the direction of the adjacent bowling alley, but when the lease on the Shell station expires the station will be removed and it is planned that the sign will be moved to that corner. Mr. Mulvanny presented photographs of another very similar loading dock, showing the treatment they were planning. The plans also showed the proposed screening. Mr. Mulvanny noted that .the delivery trucks will go up 5' and then drop down 3' so that will help to screen. Chairman LaFon said that was absolutely the worst location for that particular facility of the building, and that the east side would be preferable, but Mr. Mulvanny said the trucks could not get in there. Chairman LaFon added that because of the nature of their business every grocery store looks terrible at the loading dock, and he did not feel that should be adjacent to the arterial. Dori Duncan of Albertson's said if it should become unsightly at any time he would not object to being so advised by the City and he would see the situtation was rectified. MR. SPANFELNER MOVED, SECONDED BY MR. KINDERFATHER, TO APPROVE -ADB -4-80 FOR FINAL REVIEW INCLUDING THE R=LOCATION OF THE SIGN 1"1 DUE TIME, AND SUBJECT TO THE ANNEXATION OF THE PROPERTY TO THE CITY OF EDMONDS, SUBJECT TO GRANTING OF A CONDITIONAL USE PERMIT, AND SUBJECT TO THE PARKING REQUIREMENT BEING LOWERED BY VIRTUE OF A_ CODE CHANGE. Mr: 11itchell.noted that landscaping wase adequate. THE MOTION CARRIED. ADB -14-80 ROBERT PANTLEY - Review of sign for restaurant and retail building at iJ. Dayton t. (CW) A colored rendering of the proposed sign was circulated. The sign will be flat against the building. It will 35.5 sq. ft. and 136 sq. ft. is allowed. Mr. Bowman said the proposed sign was attractive and low key. MR. SPANFELNER MOVED, SECONDED BY MR. HINTZ, TO APPROVE ADB - 14 -80. MOTION CARRIED. ADB -15-80 H014ARD ANDERSON - Review of sign for boat sales and service at 100 R iroI T ve. -(CW) The proposed signage was 80 sq. ft. and 120 sq. ft. is allowed. It would be of high density styrene, with yellow and white lettering. Fir. Bowman noted that a Mercury outboard sign on the other building is in violation of the Code, but that was not a part of this action. MP,. HINTZ ROVED, SECONDED BY MR. SPANFELNER, TO APPROVE ADB -15-80. MOTION CARRIED. ARCHITECTURAL DESIGN BOARD Page 4 - March 5, 1980 a of viG> s l cifiA 1— � r u/i [ h c? '� 41 L 5 . Le 'P^4?- Z10 -:t �. �Z) rT, ��s.��. �,a, ,y� � i rL.� S�G,o� / J + A h,, / ' oz A D13 _e-06 A LIE s YIN— fr./�= C'`' �'``�'jy f'- ` I' G► cc�i•' c:c.r��t1``r�f�s �S,e� rr �3oeS A' lc'iN el— CES (r e-1,1 �. �j mac- t• /,,,[[, � //�� ( �� G+6✓1 1 �"F-L\ %� r CI'�h6'1 L� � � t(� L�_G?�\ i L Grt — ,; b, ct lF C j'i n ��/ 11 • j^ C� y'GI lr� o� E� .1 ------ r --- ►, a ► ' -- . ,L + ' J � -, . c�;`1 � y� ' 4 i•k v(� c, c , i / y L -c � t �! c'.. / � %c: y' j'�`� C /�1 • �( fi"!'�G�,J Lc• t 3 i3c� i c: D A 00, c r ro Ti .z �:-A C /7 �44r to N C k' .A r- i ? 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L r 114 0 A) !:Y' .► G o r�.r s�-r , -;e s / ti . f? . sir <,-J4 r— IV � .? 1, o R R f;- a /Z, �Yc� /llc5_ true ctl ca.y/ 7'a g_e �-' / ` ola,,� Ars e c, f J �vck�� : �'o h_.�. ��: h r.� r,/`.� gar•' p-��./,�;, �_ m s i cz-^✓'tet f 'e., o PIC) PCIv rc(,.3 --a prof-� c'J TU f:,�ti r a:let� r sG;�.;,'� 1 O rr'sJ !'%� �= Irl !/' i^�!/�JG�(`-Q C� 7 " l✓; l5'C! tv �Gl 0 Sf 'C• "0 !(l b 0- Ct � F�. <.`-�t /� `'r 1•+�f 'r"� .'t J � t/ �l�fw/�!' C�� / /•'i /. / Us ! /N-�l� ' -------moo., , :: !•�.� �t.�•.--�A L 1T�Fc 1p/•►'A C7 - G o.ys C G o •� 6� -/,-Q N 7'7v1 / S <? C e— r../ �./. /..•�v Ar,; �('"" � .. _-. _ .r�.I�ul/••4'' s. !_�D'i ;'/�.�%'•�Y� r'�iv i:irl. C"Cl. ,.1G i�d/ F aI STREET FILE RECEIVED ! MAR 31980 File NoC U�Lo:— JL1. CITY OF EDMOASHIN T Dam z=Works EDMONDS. WASHINGTON Fee 00 APPLICATION TO BOARD OF ADJUSTMENT Rec't No. FOR CONDITIONAL USE PERMIT HEARINL' DATES APPLICA4T:_DouQ1as Milvannv/ ArchitecAMRESS 1920 Terry Ave. Sea PHONE: 623- 6445 Indicate type or degree of interest in the property:_ nwnPr' S rppresentat i ve OWNER: Albertson's Inc. ADDRESSBe�� ID PNONE: 1-208-344-7441 LOCATION OF PROPERTY (ADDRESS):9th Ave. (100th W.) D Edmonds Way (S.R 104 LEGAL DESCRIPTION OF PROPERTY: see attached To be completed by the Planning Dept: Use Zone Legal description checked and approved by: Date: •+,r,rx+**,rx,r,r*****,r• **,r,rvr* **,►,r**,r*,r*w,r+r*w,r*w*,r*tet,►*******,r,r*,r,r,r,►,r,r,r,r,r+*,rtw**,r *,r,r*,r* r,r,►*,t*,r,r **,r,►• VICINITY SKETCH: Example: PLEASE SHOW BELOW A VICINITY SKETCH AS PER EXAMPLE, INDICATING NORTH. T hbKTH RECEIVED FEB 2 6'80 CITY OF EDMONDS PLANNING DEPT. Bu -,- CONDITIONAL USE REQUESTED: Remova 1 of 12 000 cu yds of ex i st i nq so i 1 s mater i a 1 and for j art-} 064x " DETAILS OF PROPOSED USAGE: Removal to facilitate qrading of site for parking and Preparing a level buildin ad. DI osal of material to be arran ed b the Owner.- eiv 1 r 50✓►'S 1'o Es1 �i/ f ho fztc;l�t o{ �ob�n od a��e.s -j 77 ;ase u iLqq Fa e il�t (see aft-,0ied, ignatu of App icant, wner, or STATE OF WASHINGTON) ss, Repres6htlative. 1ML COUNTY OF SNBHONKH-)� � , WT 1F.Z ®"J On this date, before me. the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared ,who being duly sworn, on his/her oath deposes and says t at she has prepared and read the foregoing statements and has acknowledged to me that the recitations contained therein are true, and has signed this instrument as his/her free and voluntary act and deed for the purposes therein mentioned. Subscribed and sworn to before me this 10 tJSday of� 19 �C) NOTARY PUBLIC, in an for toe S't t f Washington, resi ing at i% ALBERTSON • S EDMONDS RECEIVED F-214381 MAR 31980. SITE LEGAL DESCRIPTION. ' Dir. Ot Public Works PARCEL 1 THE EAST 160 FEET OF THE SOUTH 60 FEET. .ni.. THF NORTl1 21'0' -FF T or THE WEST HALF OF THE. NORTH HALF OF THE . Nfj:7 THWEST QUTAR t ti OF ftiE . : NORTHWEST QUARTER OF •flit_ NORTHEAST QUARTER OF. SLCT iON 36, •,,:y;�;':`; TOWNSHIP 27.NORTH, RANGE: 3 EAST, .W. M. PARCEL 2: , WEST HALF OF NORTH HALF OF NORTHWEST QUARTER OF NORTHWFST QUARTER OF NORTHEAST QUARTER OF SECTION 36, TOWNSHIP. 27 NORTH, RANGE 3 EAST, W.M., . "EXCEPT NORTH 210 FEET THEREOF, AND EXCEPT EAST 125 FEET OF REMAINDER THEREOF, AND EXCEPT 'WEST 30 FEET TIiIE'' )F OR ROAD AS C�)N'JE YFD TO SNUH�:�MI' H COUNTY BY DEED RECORDED UNDER AUDITOR'S FILE NO.. 12116S18, AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF EDMC NOS BY OF E. i) RECOIDED UNDER AUD'ITOR'S FILE NO. x;4:� PARCEL 3: EAST 125 FEET OF WF ST I TAI. F OF' NOR m HALF UI NOR T I IWI:: ST QOAf., I I R Of' . NORTHWEST QUARTER OF Nc)r: fllE:A`.;1' QU,11:I'I:I: t1f ION `1,, T0WN tIII NORTH, RANGE 3 1-AS'I, W.M. EXCEPT THE NORTH 210 FEE T THEREOF. TOGETHER WITH EASEMENT OVER THE SOUTH 15 FI -A T �I" THE WEST OF= NORTH HALF OF NORTHWEST QUARTER .01: NORTHWEST GUAR'I�:R; Or NOR1lll'A5'T QUARTER OF SAID SECTION 36, EXCEPT THE EAST 125 FELT T HER PARCEL 4 SOUTH HALF OF THE NORTHWEST QUARTER OF NORTHWEST QUARTER, OF QUARTER, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 CAS-,. W.M,, EXCEPT THE WEST 180 FEET OF THE SOUTH 155 FEET, EXCEPT THE EAST 203 FEET EXCEPT THE WEST 30 FEET . THEREOF CONVEYED TO SNOHOMI SH. (.uUrjTY 1:1)' DEl::D UNDER.AUDITOR'S FILE NO. 1216518, AND •, "' ;• EXCEPT SOUTH 30 FEET CONVEYED TO SNOHOMISH COUNTY, MASHING11.►F;, :.31' DEED UNDER AUDITOR'S FILE NO. 208111. EXCEPT THAT PORTION CONDEMNED 114 SNUI ..+M I SH ("OUNTY 5(' STATE HIGHWAY; EXCEPT THAT PORTION CONVEYED TO TIIC ;T!.'I'i. ('?1' WASHINGTON BY DEED RECORDED UNDER AUDI EOR' S F=ILE NO. 2203433 EXCEPT THAT PORTION CONVEYED -TO CITY OF L.J., P� .Nu:� BY DEED RECORDED UNDER AUDITOR'S FILE NO. 215.7756. ALL SITUATE. 1 N THE COUNTY OF SNO IUM I SH, s TA TF OF VjA:;H I NGTC'; . Fu? 2.6'80 CiIT or ED:aOcr„ PLANININC n„ . r t CONTENTS Description of the Proposal Existing Transportation Conditions Impact of the Proposal Conclusions and Recommendations Transportation Planning &. Engineering Staff contributors to this study: Victor H. Bishop, P. E., President ,James W. Ellison, P. E., Project Engineer Ron F. Martindale, Traffic Specialist/Draftsman Nira Williams, Secretary DESCRIPTION OF THE PROPOSAL 0 Albertson's, Inc. is proposing to build a new store at the northwest corner of Edmonds Way (State Route 104) and 100th Avenue'West (9th Avenue South). The proposed food -center will have approximately 29,700 square feet of building area. Two single family residences and an 800 square foot real estate office presently on the proposed site will be removed, as well as an existing drive-in photo booth. The service station at the corner of Edmonds Way and 100th Avenue will be removed in May, 1982, with that portion of the site to be utilized for addi- tional parking. The existing Robin Hood Lanes Bowling Alley located on a separate parcel of land immediately east of and adjacent to the proposed Albertson's site will share common parking and access with the new food center. Vehicular access to the new store will be accomplished pri- marily by three main driveways; one on 100th Avenue located approximately 240 feet north of Edmonds Way, and two on Edmonds Way located about 170 feet and 415 feet east of 100th Avenue. The latter driveway is the existing main access to the bowling alley. In.addition to the existing driveways to the service station (.two on Edmonds Way and one on 100th) and to the bowling alley at unimproved 98th Avenue, one additional driveway will be provided on 100th Avenue near the site's north property line, primarily for access to the truck loading dock located on the west side of the proposed store. When the service station is .removed, all three driveways associated with the station will be closed. EXISTING TRANSPORTATION CONDITIONS State Route 104, also known as Edmonds Way within the City of Edmonds, is the major arterial in the general area of the proposed store. It is a primary route which connects the Edmonds downtown area and ferry terminal with the interchanges of SR -99 and Interstate 5 to the east, and also the Aurora Village Shopping Center and other significant retail areas along SR -99. In the immediate area of the proposed store, 100th Avenue is a secondary arterial that is the main north -south route from the central portion of Edmonds south to Richmond Beach. In the area north of the proposed site, 220th Street S. W. is a secondary arterial which provides east -west circula- tion from 100th Avenue to SR -99 and to Interstate 5. The esti- mated existing average daily traffic volumes in the immediate area of the site are shown on Figure 1. .Adjacent to the proposed site, Edmonds Way is a five -lane, 60 -foot wide arterial with a two-way left turn lane in front of the bowling alley and exclusive left turn lanes at its intersec- tion with 100th Avenue. Raised traffic curb delineates•the end of the two-way left turn and the south edge of the left turn lane for 100th Avenue, effectively prohibiting all left turn movements into and from the two existing service station drive- ways and the proposed driveway immediately east of the service station. The posted speed limit is 35 mph, and the pavement is in good condition. Adequate asphalt walkways are provided on both sides of the street. North of Edmonds Way and adjacent to the proposed site, 100th' Avenue is a five -lane, 59 -foot wide street with a two-way left turn lane north of the service station and an exclusive left turn lane for Edmonds Way that is delineated by paint striping. The posted speed limit is 30 mph and the pavement is in good • 00 _ 100TH AVE. W _ (9TH AVE. S) I I I I I' I. 1 USHELL STATION (EXISTM) ROBIN NOnD i LANES (EXISTING) PROPOSED ALBERTSON'S ESTIMATED EXISTING FIGURE STORE NO, 454 AVERAGE DAILY TRAFFIC !. TRANSPORTATION PLANNING a ENGINEERING, INC. condition. Five-foot wide concrete sidewalks are located on both sides of the street. The street tapers to two traveled lanes north of the proposed site. The intersection of Edmonds Way and 100th Avenue is signal- ized with a six -phase fully actuated signal system, complete with pedestrian pushbuttons and walk -don't walk indications across all four intersection legs. Metro bus route number 316 travels by the site on Edmonds Way between downtown Edmonds, Aurora Village, and Interstate 5. Bus turnout lanes exist on Edmonds Way west of 100th Avenue for westbound buses and east of 100th for eastbound buses. Snohomish County Transit System route number 53 is available on 100th Avenue between Firdale (south of Edmonds Way) and Edmonds. No rail, air, or water transit facilities directly serve the area of the proposed site. A study of reported traffic accidents in the area shows that over the last four years an average of six accidents per year have occurred at the intersection of Edmonds Way and 100th Avenue. Of the 21 reported accidents that occurred at this intersection from January, 1976, to June, 1979, over half were rearend acci- dents at the signal, although no one particular direction had significantly more accidents. Reported midblock accidents occurring on Edmonds Way during the same time between 100th and 98th Avenues averaged two per year, of which two-thirds of the accidents did not involve a vehicle turning in or out of a drive- way. On 100th Avenue, accidents occurring north of Edmonds Way in the vicinity of the two -way -left turn lane have numbered about one per year. 0 An'analysis of the capacity of the intersection of Edmonds Way and 100th Avenue was conducted to determine the degree of street utilization and level of service for existing conditions during critical peak traffic hours. The capacity analysis utilized methods outlined in the Highway Research Board's Capacity Manual. The following describes various levels of service as.out- lined in the Highway Capacity Manual. Levels of Service A = Free Flow -- Typically, the travel lanes carry low vehicle density. Turning movements are easily made, and nearly all drivers find .freedom of opera- tion. A minimum of stops or red traffic signals are encountered. B = Stable Flow -- Drivers may begin to experience some slow down due to increased traffic volumes. Drivers may have to stop and wait through more than one red signal. C = Stable Flow -- Speeds are controlled by volume density but slow downs are generally tolerable. Drivers wait through more than one signal and traffic back-ups may develop. D = Approaching Unstable Flow -- Delays to motorist may be substantial during short periods of peak hour volumes. Lower demand over the rest of the peak hour allows clearing excessive back-ups and conges- tion. E = Unstable Flow --- Roadway operates at maximum carrying capacity. Long lines of vehicles de- velop upstream of points of congestion creating intolerable delays. Motorists may wait through several red indications at an intersection. F = Forced Flow - The roadway operates below capacity. Motorists experience stop and go travel through en- tire peak hours. Under existing conditions it was found that the intersection of Edmonds Way and 100th Avenue operates at level of service B during the evening peak hour. Overall intersection delay is minimal, and few vehicles are forced to wait through more than one signal cycle. The existing pedestrian and bicycle traffic volumes in the area are moderate, with the majority of this traffic generated by Woodway High School located several blocks south of Edmonds Way. f IMPACT OF THE PROPOSAL 0 When fully developed and opened for business, the proposed Albertson's is expected to generate approximately 3,700 vehicu- lar trips in and out of the site on an average weekday. This estimated volume is based on an average trip generation rate of 125.5 trips per 1,000 square feet of gross floor area as published by the Institute of Transportation Engineers. A trip is defined as a single or one -direction movement with its origin or destina- tion (exiting or entering) within the study area. Since the proposed store is to be located at the intersection+ of two arterials which have a high percentage of through traffic, and since a store such as Albertson's attracts some people onto the site who would otherwise be driving by if the site remained undeveloped, it can reasonably be expected that approximately 20% of all trips generated by the proposed store will be "impulse" trips that will be reflected in the projected driveway volumes but not in additional on -street traffic. The anticipated traffic volumes generated by the proposed store at each driveway and the projected distribution of this traffic are shown in Figures 2 and 3. The distribution was based on 1980 and 1990 population forecasts published by the Puget Sound Council of Governments, and on the assumption that the store will primarily serve residents living in the area bounded by SR -99 to the east, Main Street and 212th Street S. W. to the north, Puget Sound to the west, and Richmond Beach Road to the south. (Figure 4). Traffic was distributed assuming 35% would be attrac- ted from the north, 30% from the south, 15% from the west, and 20% from the east. The majority of the site -related traffic is expected to utilize 100th Avenue since it serves more residential accesses and intersects with more residential streets than SR -104,, and also connects to 220th Street S. W. which intersects with numerous residential streets. I w 100 T AVE. W (9TH AVE. S) 280 420 - __ - — - - 890 - V g I . T TRuw UCK • I []STATIONSHELL Qpcic"° I : I i (EXISTING) 380 PROPOSED 333 o AL.BERTSON, S . � I I a . 3 I II 90 I cn I ( 40 of 373 01 w ROSIN " H000 LANES (E XI.STING ) � 1 PROPOSED ALBERTSON ' S PROJECTED ALBERTSON ' S FIGURE STORE NO, 454 AVERAGE WEEKDAY TRAFFIC 2 TRANSPORTATION PLANNING a ENGINEERING, INC. 1 � . O 100TH AVE. w (9TH AVE. S) Z-4mm- PROPOSED AL.BERTSON' S PROJECTED ALBERTSON' S FIGURE STORE NO, 454 WEEKDAY PEAK HOUR,TRAFFIC 3 TRANSPORTATION PLANNING a ENGINEERING, INC. i J�0 CASPERs y0 W a n 196TH ST. S.W. ,LINGER RD.) PROPOSED ALBERTSON'S ESTIMATED AREA TO BE SERVED FIGURE STORE NO, 454 BY PROPOSED STORE 4 TRANSPORTATION PLANNING a ENGINEERING, INC. t Ll The projected site -related traffic volumes at the inter- section of Edmonds Way and 100th Avenue as shown on Figures 2 and 3 assume that the existing Albertson's store located on Edmonds Way west of 100th Avenue will be occupied with a use that will generate a similar amount of traffic as the existing Albertson's store. No adjustments.were made in this analysis for the possibility that the site of the existing store may generate less traffic than the present use. Based on conversations with employees at the existing Albertson's and on observation of traffic at the Olson's food store on 100th Avenue north of Edmonds Way, it was assumed that the peak traffic hour at the new store on an average weekday will occur at approximately the same time as the street volume peak hour. The peak hour volume for site -related traffic is expected to be approximately 12% of the average weekday traffic volume generated (Institute of Transportation Engineers). The additional traffic generated by the new store will in- crease the traffic volume entering the intersection of.Edmonds Way and 100th Avenue by approximately five and a half per cent under existing conditions. A capacity analysis which was con- ducted to assess the impact of this added traffic on the ex- isting intersection showed that during the evening peak hour the intersection level of service will remain unchanged at level of service B. An analysis of available gaps in existing Edmonds Way traffic showed that approximately 100 gaps exist during the evening peak hour that are of sufficient length (at least eight seconds) to allow a vehicle to safely turn left out of the proposed site onto Edmonds Way. Since the projected left turn volume out of Albert- son's onto Edmonds Way is 45 vehicles during the evening peak hour, an adequate number of gaps is available to serve this demand. Similarly, approximately 110 gaps exist in 100th Avenue traffic during the evening peak hour which is sufficient to serve the projected 50 left turning vehicles leaving the site at 100th Avenue. The traffic generated by the existing Robin Hood Lanes is not expected to significantly increase the projected driveway volumes at the site during the evening peak hour, which is ex- pected to occur at approximately 4:30 to 5:30 p.m. During normal. weekday operation at the bowling alley, the mid-day bowling leagues usually end between 2:30 -,3:00 p.m. with the early evening leagues beginning at 6:30 p.m. The peak traffic hour and parking lot usage for the bowling alley is most likely to be from 8:30 to 9:30 p.m. when the two evening leagues (6:30 - 9 p.m. and 9 - 11:30 p.m.) overlap. CONCLUSIONS AND RECOMMENDATIONS Assuming that the existing Albertson's store on Edmonds Way west of 100th Avenue is occupied in the future with a retail use that generates a similar volume of traffic as the existing store, the proposed Albertson's store is expected to generate approximately 3,000 additional vehicular trips on the adjacent City streets on an average weekday. Also, the new store will attract "impulse" trips from both Edmonds Way and 100th Avenue such that the total estimated site -related trips as reflected by the projected driveway volumes is expected i to be 3,700 on an average weekday. A capacity analysis of the Edmonds Way and 100th Avenue intersection and gap studies of evening peak hour traffic on Edmonds Way east of 100th and on 100th Avenue north of Edmonds Way show that the existing City street system can accommodate the additional traffic generated by the new store with no decrease in the existing level of service. The truck loading dock location along the west side of the new store and the site's two driveways north of the service station will enable semi truck -trailer combinations to turn into the parking lot and accomplish all necessary maneuvering on the site. To facilitate entrance of these trucks into the'northern- most driveway and exiting from the next driveway to the south, it is recommended that the landscaped islands shown on the pre- liminary site plan which delineate the south and north edges of these respective driveways be redesigned with larger curb radii and that the two parking stalls immediately adjacent to these islands be eliminated. 3- To improve the efficiency and capacity of the exclusive left turn lane on 100th Avenue north of Edmonds Way, it is recommended that the "Begin/End Two Way Left Turn Lane" sign located near the beginning of -the turn lane -be removed to allow southbound vehicles to enter the left turn lane when through traffic is backed up past the opening of the painted left turn pocket. 11 0 L 9 9 4.18.60 CROSS-- INOW AND REVIEW ASSgiMENrS _ INITIATINC4 ACTION S7--/¢-7? DATE `ii L=_ PArmE I OF OWNER NAMES #- y -s¢ A DD RE 5$* 2 S0 Park Cy-/, -B o i 5 E L APPLICANT NAME: siiosoh bo"Z4g5 N1aLyqnoy 14ec,41-1-ecff a ADDRESS: !9 za - TerrAll e. S�g�uJ4 , <7 i oI SITE Lo .AT10N OR ADDRE5S ®_3�_FD�-fo/1JDS GrJa / Is G C.©wvlf -o RS -IL ZONE,' Rt -E -0-"q- 70 g A) E c� Id -I o -1 ce LEGAL DESCRIPTION: /Cec/d z//9lSo; �ec�d 3�3�8oCs4•tie ) ATTACH ED �Qcid 3/2r 8o(Po;�,e;d, FILE /Vd. Olt TYPE of ACTION EN.GR. D 1 V. REVI). DATE Wzo �wW m�0CA m' h r- E ov5-x ,d w~�� - ��-+ k i wZ ti a Y v. � ZMEETINGwZ�. a. FOR DATE RF-SULT5 ZFILED � a"Iww�>F- � IN > c�azz � 4 dc��u � �. a a o - c o o W o rW .. 11= o a NExr MEETING DATE n w o'of:i�.� CC a:zW4 � v' oc N A < z c �m �, a z ST- /¢-79 .w PR Et -1 �r R -2 -So 4-74,0 Blah �e✓eM k 4 -2q -A i ADB- f-�o X S=7 -e o x ASSIdNEP MOTES ENGINEERING REVIEWS F a ASSIGNED NO DATE T O DATE BY 3i ¢ DATE TO DATE BY PREVIOUS HISTORY SITE REVIEW VISIT UTILITIES PRA INA41;1TomsRAPH Y STREETS /SIDEWALKS TRAFFI CIPARKING ZONINfi Co06 FIRE MARSHAL Memo to: Planning Department From: Engineering Subject: Comments for A.D.B. Meeting May 7, 1980 Page -2- ADB-4-80 ALBERTSONS - 9803 EDMONDS WAY Relocation of trash receptacle enclosure. Remaining parking is still adequate. ADB -36-80 [WASHINGTON MUTUAL SAVINGS BANK 8105 LAKE BALLINGER WAY New kiosk is not a significant sight_ obstruction. Re- maining parking is still adequate. j 6-A) JAMI?S I. AD -M-1 P . E. P0"•J/ j f .. :. ..�...... :... '..-' i,:-:.•L^m'msi�:-•.7f. .:_ �.... M'.3'4-.ra::�.-. "'ss.e�.-..._'.s�'sd'r:""8^^y�.��'tr. °y"JE'.�.C'� ._f_:_bd.4�t - EN Cr IAILL�%N� /UoTd NOTE•' APPLICANT OR REP,RES_ENTATIVE MUSTp,BEIPRESENT:..AT HEARING"- � AGENDA FOR EDMONDS ARCHITECTURAL DESIGN BOARD \ COUNCIL CHAMBERS - 7:30 P.M. MAY 7, 1980 1. ROLL CALL 2. APPROVAL OF MINUTES.. 3. CORRESPONDENCE 4. REPORT FROM STAFF 5. ARCHITECTURAL DESIGN BOARD COMMENTS 6. CONSENT AGENDA /V -/If JR Orr OV- G ADB -17-80 OLYMPIC BANK - Review of sign for bank at 610 Main Street. (BC �PPfoVADB=31..=80 �6I:T;Y OF EDMONDS Rev,;iewr.rofvaddition tolewage�disposal favi-1i�tywa� ,. aytonSlet,.tr<eeS(.PIJ.)f �-& ADB-34-80yP KINDERFATHER CHAFFOS & DUNN - Review of signs for ,}. A D 4 --7r�— -71 %44 r j 5t Avenue Plaza Buildinq at 121 5th Avenue North. (BC) v AQftoup, A P p r 0l' ADB-35-80af CITY OF EDMONDS - Review of picnic shelter and fireplace structure at Pine Ri ge ark. (PU) :jPro ADB-38-80gP CITY OF EDMONDS - Review of cedar fence for Seaview Park. (PU) { a P Prov-ADB-54-79Nr CLAY ENTERPRISES - Review of landscaping for duplex at C c „ t 618-7620 199th Street S.W. (RD) ttl � l / ADB -22-79 NP.ROBERT PANTLEY - Review of proposed addition to restaurant and ,, G.2 q Qh ``d d retail office building at 51 West Dayton. (CW) H I A�nipOQd 7. CONTINUED AGENDA ADB -23-80 GO'N'JOY FOODS CORPORATION - Review of site, elevations, landscape and signs for retail store at the northwest corner of 212th Street S.W. and 72nd Avenue West. (7207-15 212th Street S.W.) (CG) 8. AGENDA G ADB -29-80 LEON COUCHEE - Review of sign at 22617 76th Avenue West. (BC) a jt10, ADB -81-78 IAN MILLER - Review of revised landscaping for triplex at i ��}.u�(�r�►� I� street. (RMH) pa t'tt, ADB -30-80 CHIP CHAMPLIN - Review of sign for Skipper's Restaurant at f 1001 C NMa�et. (BC) PP�u�GO G ADB -32-80 BRUCE DILL/MARK ISAM - Review of signs for Bill Blume VW Wrecking J r u b rAl at 24323 Highway 99. (CG) C._ S ADB -4-80 DOUGLAS MULVANNY - Review of trash enclosure for Albertson's store at t e.northeast corner of 9th Avenue and SR104. (BN) C,cJ f4- y ADB -36-80 HOBBS FUKUI - Review of location of cash machine, elevations, landscaping / and site pan at 8015 Lake Ballinger Way. (CG) f ADB -37-800P ROBERT PANTLEY - Review of sign for parking lot at 51 West Dayton Street. AOB`3�-9=80' ' ;YRaF10 rAve ue?L (Cld)� ''9 8 d COc :fo LLparking�lot at J'IS� ."i P/e'' ADB=40-SOT CITY•,OF�-EDMONDS�= � � y g•. l._ t. 1��y�w br .aest9treet v',:C.J ADB -4 -�_a CfT of Ej7MdA1P-V ge01e� G F r -FN '� ~� PLEASE NOTE: po RA/ b- LaT AT lest RAIL ROAC' AVE Cew) SIGN PERMITS AND BUILDING PERMITS MUST BE OBTAINED AT THE BUILDING DEPARTMENT IN ADDITION TO APPROVAL BY THE ARCHITECTURAL DESIGN BOARD. MEMO TO: FROM: SUBJECT: COPY STREE"'b" rILE Planning Division Engineering Division February 29, 1980 COMMENTS TO ALBERTSON'S ENVIRONMENTAL CHECKLIST The traffic analysis prepared by T,P,& E, Inc..is complete and the data submitted clearly illustrates the total traffic flow will not have a major adverse affect on the existing roadway system. The vehicle trips generated by the proposed project will not lower the level of service of the transpor- ation facilities. Also available traffic gaps exist on both SR -104 and 100th Avenue West to.provide safe ingress and egress to the site. The truck loading dock is on site which is a safe condition. It is my opinion that a full Impact Statement is not required. Applicant will be required to meet requirements of Ordinance 1924. No streams or natural drainage ways exist within or adjacent to the property. Storm water will be tied to an existing storm sewer system. In view of these situations, a negative declaration is acceptable in terms of surface water factors. t r. STR'LC;'- -FILE RECEIVEp } ALBERTSON.!S EDMONDS F 214381 FEB 19 1980 ty SITE• LE GAL:DESCRIP.TFON.: ul PARCEL 1:' t THE EAST 160 FEET OF THE SOUTH. 60 FEET O'riF " NORTH . 21 d" - f -F'- Or ..: j THE WEST. HALF .OF THE.: NORTH .HALF OF THE 410;1 TJ iWE S T Qt)ARfE.R OF . frlc U" NORTHWEST QUARTER Uf" THt_ NORTHERS]' dUAItTt.K OF St:CTTUN 36, �. TOWNSHIP. 27 NORTH, RANGE 3 EAST, W.M PARCEL 2 ' , WEST HALF OF NORTH HALF OF NORTHWEST' UARf ER ' OF NORTEI'�fFST (?' �R? Q , U E.R OF. NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 r ' 'EAST:, . W M. ,- �. ,...'.r "EXCEPT "NORTH ' 210 FEET THEREOF, AND EXCE-PT..EAST 125 FEET:OF.-REMAINDER..THEREOF, AND EXCEPT 'WEST 30 FEET THE' :0F i OR ROAD .A S CONVEYED- TO 5N0HQtIl';H : COUNTY ..BY DEED .RECORDED 'UNDER AUDITOR'S.F1LE NO. 1216518 AND EXCEPT •THAT PORTION CONVEYED TO THE CITY OF EDMONOS 8,y ;.1)F.Ft) ` REC' ol DED:. UNDER` AUD t TOR' S -FILE NO:. "2.1 5 2 SF> ;;. ` Y PARCEL 3• EAST' 125 FEETOF WEST HALF Of- NOR ri l HALF f)t NURT FIWC SI: ' (111,11: i.i.'R. Of' : NORTHWEST QUARTER 0 Nc)W 1111V Al 1 QUAD rL: i� �)r �,1 �, r I ON (>, .r��t�N':,I I , , NORTH, :RANGE` 3 :I; AS I, w M: EXCEPT THE NORTH 210 FEET THE::REOF: +b;' 'TOGETHER WITH EASEMENT' OVER -THE' SOUTH 1.5 F! E.T OF THF WEST I fAtF OF HALF. OF " NORTHWE,ST . QUARTER"' OF NORTHWF S T QUAR'; E 4' Or: NOR HEAST QUARTER ...s�° OF SAIL) SECTION 36,' EXCEPT THE EAST 125 FELT TNkKf:;?�. PARCEL 4.: . . `NORTHWEST QUARTER'O( SOUTH HALF OF THE NORTHWEST QUARTER OF NORTHEAST QUARTER, SECTION 6 TOWNSIiTP 2T NORTH,.RANGE 3 SAS"t W. M. N A 3, EXCEPT THE4WEST.1180 FEET:OF THE SOUTH 155 FEET.,. EXCEPT. THE EAST 203 FEE, 4t ' i !EXCEPT' THE -WEST 30 FE ET THEREOF CONVEYED TO SNOHOMI SH CyUAiTY Ii Y' DEt:.D wl•.UNDER AUDITOR' S FILE' NO.' 1216.518. AND. "EX•CEPT SOUTH'•30 FEET, CONVEYED" TO: SNOHOMISH COUNTY WASIiINC,T.��t' a� ,.. DEED •UNDER AUD I.TOR' S F T LE NO. 208111. EXCEP"T THAT PORTION:CONDEMPJED IN SN( -)f IM i 5H c.-OUNTY '.y C' . }fig' STATE HIGHWAY; EXCEPT THAT PORTION .CONVEYED 'TO .THE ST!r"",: OF WASHINGTON BY DEED RECORDED UNDER AUDI;fiOR' S . F T LE NU.. :2203433 AND k� .EXC;EPT THAT PORTION CONVEYED. -:LO CI1'Y.OF f:fM,JN1)i BY DEED'RECORDED UNDER AUD I TOR,' S FILE NO 21-57756. }' ALL _'S I TUATE '1`N ti `7 T k a THE'COUNTY OF SNOFIOM I SH, S 'FA TE'' .CSF 41�,:iH T Nb rC'''•; . 1980 ��81�s M_ulva� ALBERTSON'S STORE NO. 454 EDMONDS, WASHINGTON TRAFFIC ANALYSIS Prepared for: Albertson's, Inc. 250 Park Center Boulevard Boise, Idaho 83726 Prepared by: Transportation Planning & Engineering, Inc-� 1126 108th Avenue N. E. -- Bellevue, WA 98004 February, 1980 CONTENTS Description of the Proposal Existing Transportation Conditions Impact of the Proposal Conclusions and Recommendations 11 Transportation Planning & Engineering Staff contributors to this study: Victor H. Bishop, P. E., President ,James W. Ellison, P. E., Project Engineer Ron F. Martindale, Traffic Specialist/Draftsman Nira Williams, Secretary DESCRIPTION OF THE PROPOSAL Albertson's, Inc. is proposing to build a new store at the northwest corner of Edmonds Way (State Route 104) and 100th Avenue West (9th Avenue South). The proposed food center will have approximately 29,700 square feet of building area. Two single family residences and an 800 square foot real estate office presently on the proposed site will be removed, as well as an existing drive-in photo booth. The service station at the corner of Edmonds Way and 100th Avenue will be removed in May, 1982, with that portion of the site to be utilized for addi- tional parking. The existing Robin Hood Lanes Bowling Alley located on a separate parcel of land immediately east of and adjacent to the proposed Albertson's site will share common parking and access with the new food center. Vehicular access to the new store will be accomplished pri- marily by three main driveways; one on 100th Avenue located approximately 240 feet north of Edmonds Way, and two on Edmonds Way located about 170 feet and 415 feet east of 100th Avenue. The latter driveway is the existing main access to the bowling alley. In addition to the existing driveways to the service station (.two on Edmonds Way and one on 100th) and to the bowling alley at unimproved 98th Avenue, one additional driveway will be provided on 100th Avenue near the site's north property line, primarily for access to the truck loading dock located on the west side of the -proposed store. When the service station is removed, all three driveways associated with the station will be closed. 1 EXISTING TRANSPORTATION CONDITIONS State Route 104, also known as Edmonds Way within the City of Edmonds, is the major arterial in the general area of the proposed store. It is a primary route which connects the Edmonds downtown area and ferry terminal with the interchanges of SR -99 and Interstate 5 to the east, and also the Aurora Village Shopping Center and other significant retail areas along SR -99. In the immediate area of the proposed store, 100th Avenue is a secondary arterial that is the main north-south- route orth-southroute from the central portion of Edmonds south to Richmond Beach. In the area north of the proposed site, 220th Street S. W. is a secondary arterial which provides east -west circula- tion from 100th Avenue to SR -99 and to Interstate 5. The esti- mated existing average daily traffic volumes in the immediate area of the site are shown on Figure 1. Adjacent to the proposed site, Edmonds Way is a five -lane, 60 -foot wide arterial with a two-way left turn lane in front of the bowling alley and exclusive left turn lanes at its intersec- tion with 100th Avenue. Raised traffic curb delineates the end of the two-way left turn and the south edge of the left turn lane for 100th Avenue, effectively prohibiting all left turn movements into and from the two existing service station drive- ways and the proposed driveway immediately east of the service station. The posted speed limit is 35 mph, and the pavement is in good condition. Adequate asphalt walkways are provided on both sides of the street. North of Edmonds Way and adjacent to the proposed site, 100th Avenue is a five -lane, 59 -foot wide street with a two-way left turn lane north of the service station and an exclusive left turn lane for Edmonds Way that is delineated by paint,striping. The posted speed limit is 30 mph and the pavement is in good PROPOSED ALBFRTSON'S ESTIMATED EXISTING FIGURE STORE NO. 454 AVERAGE DAILY TRAFFIC TRANSPORTATION PLANNING a ENGINEERING, INC. condition. Five-foot wide concrete sidewalks are located on both sides of the street. The street tapers to two traveled lanes north of the proposed site. The intersection of Edmonds Way and 100th Avenue is signal- ized with a six -phase fully actuated signal system, complete with pedestrian pushbuttons and walk -don't walk indications across all four intersection legs. Metro bus route number 316 travels by the site on Edmonds Way between downtown Edmonds, Aurora Village, and Interstate 5. Bus turnout lanes exist on Edmonds Way west of 100th Avenue for westbound buses and east of 100th for eastbound buses. Snohomish County Transit System route number 53 is available on 100th Avenue between Firdale (south of Edmonds Way) and Edmonds. No rail, air, or water transit facilities directly serve the area of the proposed site. A study of reported traffic accidents in the area shows that over the last four years an average of six accidents per year have occurred at theintersection of Edmonds Way and 100th Avenue. Of the 21 reported accidents that occurred at this intersection from January, 1976, to June, 1979, over half were rearend acci- dents at the signal, although no one particular direction had significantly more accidents. Reported midblock accidents occurring on Edmonds Way during the same time between 100th and 98th Avenues averaged two per year, of which two-thirds of the accidents did not involve a vehicle turning in or out of a drive- way. On 100th Avenue, accidents occurring north of Edmonds Way in the vicinity of the two-way left turn lane have numbered about one per year. • • An analysis of the capacity of the intersection of Edmonds Way and 100th Avenue was conducted to determine the degree of street utilization and level of service for existing conditions during critical peak traffic hours. The capacity analysis utilized methods outlined in the Highway Research Board's Capacity Manual. The following describes various levels of service as out- lined in the Highway Capacity Manual. Levels of Service A = Free Flow -- Typically, the travel lanes carry low vehicle density. Turning movements are easily made, and nearly all drivers find freedom of opera- tion. A minimum of stops or red traffic signals are encountered. B = Stable Flow -- Drivers may begin to experience some slow down due to increased traffic volumes. Drivers may have to stop and wait through more than one red signal. C = Stable Flow -- Speeds are controlled by volume density but slow downs are generally tolerable. Drivers wait through more than one signal and traffic back-ups may develop. D Approaching Unstable Flow -- Delays to motorist may be substantial during short periods of peak hour volumes. Lower demand over the rest of the peak hour allows clearing excessive back-ups and conges- tion. E = Unstable Flow -- Roadway operates at maximum carrying capacity. Long lines of vehicles de- velop upstream of points of congestion creating intolerable delays. Motorists may wait through several red indications at an intersection. F = Forced Flow -- The roadway operates below capacity. Motorists experience stop and go travel through en- tire peak hours. Under existing conditions it was found that the intersection of Edmonds Way and 100th Avenue operates at level of service B during the evening peak hour. Overall intersection delay is minimal, and few vehicles are forced to wait through more than one signal cycle. The existing pedestrian and bicycle traffic volumes in the area are moderate, with the majority of this traffic generated by Woodway High School located several blocks south of.Edmonds Way. IMPACT -OF THE PROPOSAL 1`7 When fully developed and opened for businessi the proposed Albertson's is expected to generate approximately 3,700 vehicu- lar trips in and out of the site on an average weekday. This estimated volume is based on an average trip generation rate of 125.5 trips per 1,000 square feet of gross floor area as published by the Institute of Transportation Engineers. A trip is defined as a single or one -direction movement with its origin or destina- tion (exiting or entering) within the study area. Since the proposed store is to be located at the intersection: of two arterials which have a high percentage of through traffic, and since a store such as Al.bertson',s attracts some people onto the site who would otherwise be driving by if the site remained undeveloped, it can reasonably be expected that approximately 20% of all trips generated by the proposed store will be "impulse' , trips that will be reflected in the projected driveway volumes but not in additional on -street traffic. The anticipated traffic volumes generated by the proposed store at each driveway and the projected distribution of this traffic are shown in Figures 2 and 3. The distribution was based on 1980 and 1990 population forecasts published by the Puget Sound Council of Governments, and on the assumption that the store will primarily serve residents living in the area bounded by SR -99 to the east, Main Street and 212th Street S. W. to the north, Puget Sound to the west, and Richmond Beach Road to the south. (Figure 4). Traffic was distributed assuming 35% would be attrac- ted from the north, 30e from the south, 15% from the west, and 20% from the east. The majority of the site -related traffic is expected to utilize 100th Avenue since it serves more residential accesses and intersects with more residential streets than SR -104, and -also connects to 220th Street S. W. which intersects with numerous residential streets: 100TH AVE. (9TH 'AVE. S) 40 28 g-420 65 r 590 )94= SHELL STATION (D(ISTM) 380 '335 LmiEs I PROPOSED ALBERTSON'S PROJECTED ALBERTSON'S FIGURE STORE NO. 454 AVERAGE WEEKDAY TRAFFIC 2 TRANSPORTATION PLANNING a ENGINEERING, INC. I :T cn QI 90 z 0 2 100TH AVE. (9TH 'AVE. S) 40 28 g-420 65 r 590 )94= SHELL STATION (D(ISTM) 380 '335 LmiEs I PROPOSED ALBERTSON'S PROJECTED ALBERTSON'S FIGURE STORE NO. 454 AVERAGE WEEKDAY TRAFFIC 2 TRANSPORTATION PLANNING a ENGINEERING, INC. 100TH AVE. W (9TH AVE. S.) 8 70 - - IV 10 TRUM SHELL LO�D1NO j STATION i (IX IST00 45 '35 PROPOSED ALBERTSON' S PROJECTED ALBERTSON' S FIGURE STORE NO, 454 WEEKDAY PEAK HOUR TRAFFIC 3 TRANSPORTATION PLANNING a ENGINEERING INC. _O � ... 1 I i Q 3 I II � I N I I 0 Oj ( 45 PROPOSED ALBERTSON' S PROJECTED ALBERTSON' S FIGURE STORE NO, 454 WEEKDAY PEAK HOUR TRAFFIC 3 TRANSPORTATION PLANNING a ENGINEERING INC. 196TH z CASPE RS ST ST. S.W. �I N BEACH' PROPOSED ALBERTSON'S ESTIMATED AREA TO BE SERVED FIGURE STORE NO, 454 BY PROPOSED STORE 4 TRANSPORTATION PLANNING a ENGINEERING, INC. The projected site -related traffic volumes at the inter- section of Edmonds Way and 100th Avenue as shown on Figures 2 and 3 assume that the existing Albertson's store located on Edmonds Way west of 100th Avenue will be occupied with a use that will generate a similar amount of traffic as the existing Albertson's store. No adjustments were made in this analysis for the possibility that the site of the existing store may generate less traffic than the present use. Based on conversations with employees at the existing Albertson's and on observation of traffic at the Olson's food store on 100th Avenue north of Edmonds Way, it was assumed that the peak traffic hour at the new store on an average weekday will occur at approximately the same time as the street volume peak hour. The peak hour volume for site -related traffic is expected to be approximately 120 of the average weekday traffic volume generated (Institute of Transportation Engineers). The additional traffic generated by the new store will in- crease the traffic volume entering the intersection of•Edmonds Way and 100th Avenue by approximately five and a half per cent under existing conditions. A capacity analysis which was con- ducted to assess the impact of this added traffic on the ex- isting intersection showed that.during the evening peak hour the intersection level of service will remain unchanged at level, of service B. An analysis of available gaps in existing Edmonds Way traffic showed that approximately 100 gaps exist during the evening peak hour that are of sufficient length (at least eight seconds) to allow a vehicle to safely turn left out of the proposed site onto Edmonds Way. Since the projected left turn volume out of Albert- son's onto Edmonds Way is 45 vehicles during the evening peak hour, an adequate number of gaps is available to serve this 4 ' ;. • • demand. Similarly, approximately 110 gaps exist in 100th Avenue traffic during the evening peak hour which is sufficient to serve the projected 50 left turning vehicles leaving the site at 100th Avenue. The traffic generated by the existing Robin Hood Lanes is not expected to significantly increase the projected driveway volumes at the site during the evening peak hour, which is ex- pected to occur at approximately 4:30 to 5:30 p.m. During normal weekday operation at the bowling alley, the mid-day bowling leagues usually end between 2:30 - 3:00 p.m. with the early, evening leagues beginning at 6:30 p.m. The peak traffic hour and parking lot usage for the bowling alley is most likely to be from 8:30 to 9:30 p.m. when the two evening leagues (6:30 - 9 p.m. and 9 - 11:30 p.m.) overlap. i_^ C. -,. ... CONCLUSIONS AND RECOMMENDATIONS Assuming that the existing Albertson's store on Edmonds Way west of 100th Avenue is occupied in the future with a retail use that generates a similar volume of traffic as the existing store, the proposed Albertson's store is expected to generate approximately 3,000 additional vehicular trips on the adjacent City streets on an average weekday. Also, the new store will attract "impulse" trips from both Edmonds Way and 100th Avenue such that the total estimated site -related trips as reflected by the projected driveway volumes is expected to be 3,700 on an average weekday. A capacity analysis of the Edmonds Way and 100th Avenue intersection and gap studies of evening peak hour traffic on Edmonds Way east of 100th and on 100th Avenue north of Edmonds Way show that the existing City street system can accommodate the additional traffic generated by the new store with no decrease in the existing level of service. The truck loading dock location along the west side of the new store and the site's two driveways north of the service station will enable semi truck -trailer combinations to turn into the parking lot and.accomplish all necessary maneuvering on the site. To facilitate entrance of these trucks into the northern- most driveway and exiting from the next driveway to the south, it is recommended that the landscaped islands shown on the pre- liminary site plan which delineate the south and north edges of these respective driveways be redesigned with larger curb radii and that the two parking stalls immediately adjacent to these islands be eliminated. To improve the efficiency and capacity of the exclusive left turn lane on 100th Avenue north of Edmonds Way, it is recommended that the "Begin/End Two Way Left Turn Lane" sign \ located near the beginning of -the turn lane be removed to allow southbound vehicles to enter the left turn lane when through traffic is backed up past the opening of the painted left turn pocket. STS FILE. Spanfelner suggested leaving the "Fotomat" sign on the roof and eliminating all other signage or else leaving the "Film - Fotomat - Developing" awning sign on the front and eliminating everything else. Cecil Green of Norwalk, California, the applicant, said they could reverse the awning so the printing would not show, but it was needed to shield the clerks from the sun. Chairman LaFon said he could accept having "Fotomat" on both sides and reversing the awning. He noted that the color and shape of the building draw the eyes and essentially serve as a sign. Mr. Green said the price signs in the window were needed, and the Board found that acceptable. MR. KINDER - FATHER MOVED, SECONDED BY MR: SPANFELNER, TO APPROVE ADB -136-79 WITH THE "FOTOMAT" SIGNS REMAINING ON THE EAST AND WEST SIDES OF THE BUILDING, ELIMINATION OF THE "KODAK FILM" SIGNS, AND REVERSING OF THE AWNING SO THE LETTERING DOES NOT SHOW. FURTHER, THAT THE INFORMATIONAL SIGNS (PRICES) WILL REMAIN. MOTION CARRIED. ADB -3-80 CAMPBELL NEON - Review of sign for Milne Realty at 23607 Highway 99 CG Mr. Bowman stated that allowable signage was 165 sq. ft., with the applicant proposing a 28 sq. ft. free standing sign. The frame for the sign was already in place in a planter area. He noted that there was some existing signage in the window but it was hard to distinguish from the street. A colored rendering of the free standing sign was displayed, and Mr. Bowman commented that the in-place sign frame was very attractive. MR. SPANFELNER MOVED, SECONDED BY MR. MATTSON, TO APPROVE ADB -3-80 AS SUBMITTED. MOTION CARRIED. ADB -4-80 DOUG MULVANNY ARCHITECTS - Preliminary review of site plan for Albertson's market at 9th Ave. and Edmonds Way (BN) Mr. Bowman said the existing Zoning Code calls for a requirement of parking stalls that cannot be met with the proposed plan. However, the Code is being revised, and the plan will fit into the requirements of the revised Code. Part of the property involved lies in the County. Doug Mulvanny submitted the final design drawings and noted that 3/4 of the proposed building lies in Snohomish County, but all of the site improvements and the front of the building are in the City of Edmonds. He stated that if the revised Zoning Code is approved they will have approximately 20 parking stalls over the requirement. There is a Shell gas station on the corner on which the lease will expire in two years and additional parking will be added at that time. Don Duncan of Albertson's said they have a parking agreement with the adjacent bowling alley and that will be submitted. Mr. Mulvanny said all of the lighting, landscaping, and curbing around the perimeter will be replaced, and that they had applied for a Conditional Use Permit for grading, leaving slopes of 2 112% to Edmonds Way and 5.112% to 9th Ave. on the west perimeter. A traffic study was conducted which indicated no adverse impact. The study was done on the surrounding streets as well as on the internal parking. Mr. Mulvanny noted that there was a 1.0' setback from the existing house to the north, but that by Snohomish County standards a setback was not needed. He noted that the trash container and truck well will be totally screened and land- scaped and he displayed photographs of a store built on Mercer Island with the same kind of truck well and conditions. The lighting will be high pressure sodium lighting on 35'poles and the building will be 22' high. Allowable signage was 192 sq. ft. They will have a pole sign in the middle of the property and when the Shell station leaves the sign will be moved to the perimeter. A large area behind the building will be landscaped and landscaping will be continued to the perimeter when the Shell station leaves. Their intention was to have the County portion of the property annexed to the City of Edmonds. Chairman LaFon was concerned about the loading dock because of its location and view to the public, but he said they could work on that. He suggested that screening on that side could be raised and he noted that there should be some trees in the internal part of the parking lot. He felt ARCHITECTURAL DESIGN BOARD Page 3 - February 6, 1980 this proposal would help to clean up that area. Mr. Spanfelner was generally in favor of the concept. No one in the audience wished to speak on this item. Mr. Bowman noted that the annexation had to be worked out yet; otherwise, joint approval would be required on some items. MR. HINTZ MOVED, SECONDED BY MR. SPANFELNER, TO GIVE PRELIMINARY APPROVAL TO ADB -4-80 BASED ON THE SUBMITTED PLANS AND SUBJECT TO FURTHER REVIEW AND WITH THE UNDERSTANDING THAT THE ANNEXATION PROBLEM WILL HAVE TO BE RESOLVED. MOTION CARRIED. ADB -5-80 BJORN THUESEN - Site and elevations review of 22 -unit townhouse at northwest corner of 196th St; S.W. and 80th Ave. W. (RML) Mr. Bowman said the Fire Department had imposed some requirements as to accessibility for an emergency vehicle. There was a question as to a secondary access. A revised site plan was to be submitted. There are a number of very mature trees on the site which are a focal point, and the applicant designed the development to retain those. Types of exterior lighting were not shown, nor.were the dumpster screens. The roof will be of composition shingles but the color was not specified. The detailed landscape plan was yet to be submitted. Mr. Bowman noted that some buildings will have to be moved and the parking stalls rearranged. He noted that the intersection at which this site is located is a high access area. Chairman LaFon'commented that the elevations were nice and it looked like it would be a good development. MR. SPANFELNER MOVED, SECONDED BY MR. HINTZ, TO APPROVE THE GENERAL CONCEPT OF ADB -5-80. MOTION CARRIED. ADB -6-80 CLAY ENTERPRISES - Review of site and elevations of duplex at 19910 76th Ave. D) Mr. Bowman stated that this is a difficult site because the.lot has front yard setbacks from both 199th St. S.W. and 16th Ave. W. The Engineering Division had approved the back -out onto 199th S.W. There was an existing old residence on the site which was to be removed. A landscape plan was yet to be submitted. MR. SPANFELNER MOVED, SECONDED BY MR. MATTSON, TO APPROVE ADB -6-80 AS SUBMITTED, SUBJECT TO SUBMISSION OF A LANDSCAPE PLAN. MOTION CARRIED. A short recess was announced. When the meeting reconvened Councilman Bill Kasper was present as the ex officio member. Chairman LaFon advised that the 'applicant in ADB - 10 -80 was unable to remain until his item was heard so it would be heard, as scheduled, without his being present. ADB -7-80 OLD NATIONAL BANK - Review of modification to Beeson Building and sign at 4th and Main t. (BC) Chairman LaFon was excused from this hearing because he was the architect for the project. He left the Council Chambers and Mr. Kinderfather conducted the hearing. Mr. Bowman said the proposal was to modify the front elevation of the Beeson Building, resulting in one entrance being removed. Materials will match the existing building. The proposed signage was within the allowable. The front window graphic will be of gold leaf lettered on the window. A right-of-way use permit will be required for the canopy sign and the distance between the bottom of the sign and the sidewalk must be at least 7'1/2'. MR. SPANFELNER MOVED, SECONDED BY MR. HINTZ, TO APPROVE ADB -7-80 AS SUBMITTED. MOTION CARRIED. Chairman LaFon then returned to the rostrum. ADB -125-79 MITHUN ASSOCIATES DR. SMITH AND DR. COLLINS - Review of landscape, s gnage, and lightin for professional office building at 76th Ave. W. and 195th S.W. (RML? Mr. Bowman said the site plan and elevations had been approved at the last meeting and there had been some discussion from one of the neighbors regarding the safety of one of the trees. A letter had .been received from a professional landscaper who stated.the tree was in good health. Allen Gardner of 7615 195th S.W. said they had been concerned about ARCHITECTURAL DESIGN BOARD Page 4 - February 6, 1980 N1 STREL'i RLE r EDMONDS PLANNING COMMISSION January 9, 1980 The regular meeting of the Edmonds Planning Commission was called to order by Chairman Keith LaBelle at 7:35 PM in the Council Chambers of the Edmonds Civic Center. Chairman LaBelle welcomed those present, introduced the Staff, and explained the procedure of the meeting.. PRESENT ABSENT STAFF PRESENT Floyd E. Smith Fred Ross Mary Lou Block, Acting Plan. Div. Manager Keith LaBelle Laura Hall Dan Smith, Engineering Inspector John McGibbon Valina Walker Wayne Tanaka, City Attorney John Hodgin Cindy Noack, Secretary Larry.Naughten, Ex officio APPROVAL OF MINUTES Minutes,of the November 28, 1979 meeting had been mailed out to the Commission prior to tonight's meeting. COMMISSIONER SMITH MOVED, SECONDED BY COMMISSIONER MCGIBBON, TO APPROVE THE MINUTES OF THE MEETING OF NOVEMBER 28, 1979. MOTION CARRIED. PLANNING COMMISSION PARTICIPATION Chairman LaBelle referred to the packet that was handed out to the Commission, which includes a resolution of the Planning Commission adopting attached rules of procedure. Chairman LaBelle indicated that the Commission didn't have to vote on it tonight, but asked City Attorney Wayne Tanaka to give a brief overview of the information in the packet. Mr. Tanaka stated that this was brought up through the Amenities Design Board asking what rules of procedure the various City Boards and Commissions had. After researching the matter it was discovered that the City Boards and Commissions, other than City Council, had not adopted any specific procedures. These are patterned after Roberts Rules of Order tut more sim- plified and tailored to the City's needs. Mr. Tanaka stated that these rules of procedure are the same ones that the City Council has adopted to use, except that the Planning Commission Chairman does have the right to make and vote on motions. Chairman LaBelle stated that this item will be put on the January 23, 1980 agenda. AGENDA ST -16 -79 ----AMENDMENT TO THE_OFFICIAL-STREET-MAP TO REMOVE THAT PORTION OF 98TH AVENUE WEST, ADJACENT TO ROBIN HOOD LANES'BOWLING ALLEY. % Chairman LaBelle stated that this item was heard previously as a request to vacate and because of the fact that the Commission had not published this as an amendment to the Official Street Map, no action could have been taken. Mary Lou Block stated that at the November 28, 1979 Planning Commission meeting, the Commission approved the vacation of a 50' by 280' portion of 98th Avenue West, adjacent to Robin Hood Bowling Alley and north of SR104. Usually the amendment to the Official Street Map is processed with a request for vacation of street right-of-way. There had been an omission in the publication and therefore a separate action was required to officially remove it from the street map. Ms. Block showed transparencies of the area in question. Discussion was then opened to those in the audience. No one in the audience had any questions, and the discussion was closed. COMMISSIONER MOTION: MCGIBBON, SECONDED BY COMMISSIONER SMITH, TO APPROVE ST -16-79, THAT THE RIGHT-OF- WAY IS NOT NECESSARY TO THE HEALTH, SAFETY, AND WELFARE OF THE COMMUNITY AND IS CONSISTENT WITH THE RECENT ACTION TAKEN BY THE PLANNING COMMISSION. MOTION CARRIED. ST -10-79 PROPOSED.AMENDMENT TO THE OFFICIAL STREET MAP TO EXTEND THE PUBLIC RIGHT-OF-WAY SOUTH AND WEST FROM HILLCREST PLACE TO SHELL VALLEY ROAD. Ms. Block stated that this is another item that has been heard before. She stated that the proposed amendment was to add another entrance and exit to Shell Valley which will improve the circulation pattern, this would be done by extending the public right-of-way from Hillcrest Place West and south to existing Shell Valley Road in accordance with the sketches that she showed on transparencies. Ms. Block pointed out that in order to serve the properties in the area a road will need to be developed,either public or private,and the question now is whether to put it on the street map so it would become a public road or leave if off so it would be a private road. At the May 23, 1979 Planning Commission meeting the Commission approved of the amendment to the Official Street Map. On July 24, 1979 this item a, Oil went before the City Council for approval and the Council moved to send it back to the Planning Commission to be considered with their overall reconsideration of the Shell Valley Plan, and that the Council's intent be stated that they do not want this road to go through -- that there be a terminus within it. Ms. Block pointed out to the Commission that the average grade for this extended road would be 10%, as projected by Engineering. An alternative access would be an extension of Pioneer Way, which would have an average grade of 2%, but it is on property that may not be developed for a long time. The steepest portion of the existing Shell Valley Road has a 24% slope, the average grade is 18% which is considerably steeper than the proposed extension to Hillcrest Place. The public portion of the hearing was opened. Charles LeWarne of 20829 Hillcrest Place asked why this same issue is being reconsidered in the same form when the Planning Commission has been requested by the City Council to terminate the road or dead-end it. Chairman LaBelle informed Mr. LeWarne that the Planning Commission has not taken any action on this item since the Council has referred it back to them to reconsider, and the reason why the Commission is only considering the extension of Hillcrest Place is because it is the only alternative that is left at this time. The Planning Commission can still make any recommendations or approvals they want, it will then be up to the City Council for the final decision. Mr. LeWarne also asked who was in support of extending Hillcrest Place. He stated that none of the residents on Hillcrest Place supported it. At this time he passed out copies of the letter he sent to the City Council in July listing the residents' concerns if the road is to be extended. Commissioner McGibbon stated that there is going to be a street there no matter what, the question is whether it will be on the Official Street Map and a through street. He stated that in the interest of the community, not just Hillcrest Place, but also Shell Valley, two accesses are required, but where the second access should be is still the question. Pioneer Way is not going to be developed for a long time. In view of this, what choices do we have? Chairman LaBelle stated that the Fire Department has much concern over access to Shell Valley and supports the extension of Hillcrest Place. Jerry Jolliffee of 20821 Hillcrest Place thanked the Planning Commission for coming back with information on the grades. He stated that the road to Shell Valley with at 24% grade is now closed and asked if there would be the same problem with the extension of Hillcrest Place with a 16% grade and two 900 corners. Is the City going to be rushing to put a road. in and the same things happen like the street to Shell Valley, or is the City going to take their time and put a good solid road in? Mr. Jolliffee also stated he was concerned with a line of cars waiting on Hillcrest Place to turn on to Main Street. The public portion of the hearing was closed. Commissioner Hodgin asked who put the Shell Valley road in and who would put the Hillcrest road in. Chairman LaBelle indicated that the developers put the roads in but the City approves them. Ms. Block stated that the road to Shell Valley was approved when the PRD was approved. Commissioner McGibbon stated that Mr. Jolliffee was wanting some guarantee that any road put into Shell Valley would be open year around. Commissioner McGibbon asked Dan Smith if there is any conceivable guarantee for a right-of-way put in Shell Valley. Dan Smith stated that up to a 14% grade is acceptable, 14-18% needs the engineer's approval, and over 18% needs a variance. Under the 14-18% with engineer's approval the City vehicles have to make it up that grade. He stated that the two 900 corners that are 100 feet apart are in the lesser slope area with 8% grade. Commissioner McGibbon asked Dan Smith if he would see any other conceivable road into Shell Valley that is more acceptable. Dan indicated that Pioneer Way, with a grade of 24% is more acceptable, but is so far down the road that it is not practical to deal with at this time. Dan Smith also commented that Hillcrest Road can be graded down to a lesser percent. Commissioner McGibbon stated that no matter what, there is going to be a road through there and the only question now is if it is going to be a through street or not. He stated that two accesses to Shell Valley are better than one, and since Pioneer Way is such a problematical situation, it would be to the entire area's best interest to have Hillcrest Place extended. Commissioner Smith asked if it is not put on the street map and the developers build a private road, would they be able to hook onto Hillcrest Place, could the residents of Hillcrest Place put up a barricade to block off through traffic. Dan Smith stated that part of Hillcrest Place is jointly owned by residents which was found on some olddeeds, instead of owning the street in front of their property, each resident owns an equal percentage of the street. Attorney Wayne Tanaka stated that if the road is put on the Official Street Map and is made public they can not block it off, but if the road is not put on the street map and made private, they can block it off. MOTION: Access to the existing public street could not be inhibited. COMMISSIONER MCGIBBON MOVED, SECONDED BY COMMISSIONER HODGIN, TO APPROVE ST -10-79, BECAUSE THE SHELL VALLEY REGION REQUIRES TWO ACCESSES AND THE EXTENSION OF HILLCREST PLACE IS THE MOST LIKELY SECOND ACCESS AT THIS TIME. Commissioner Smith disagreed with the 16% grade, and stated that when they start building the road the grade will be more like 10-14%. MOTION CARRIED. Planning Commission Page 2, January 9, 1980 06 4 There was no further business to come before the Commission, and the meeting was adjourned at 8:25 P.M. Planning Commission Page 3, January 9, 1980 R 4 PATC —1-P) 6 eN,_ At - V A PA E Pa'a'-i/cws Mid'Yeeo JEp r. e 'I owt " p/,) f6 or. 7 AURRE55 256 F-ri_' C7-JQ. e3 t I/cl Z&1714 0 X8.3 5 1 TE L 0 C A710.AJ L F 6 -AL- aa, RecIe 3fil, on •V cfj ei 7A, r.5 ZNVe,,. r V_ 2— 6-30 5,4b( e,r 716 F-L?Pr,,.Ql P.eIWZO) 0q,4 0 0,w FA 0 — 14 7° A AP 1-5"'44 7-1 04 7 A Af eY T A In TH61q SITE PLAN (tv Lk FS EFT3 7,7, Pu 01 WAY:., E x r/A)6 /J//,ry •T/ -{RAJ NIL— H :T (1711Q(o pose 0. iffo tq c Moe r, p r R. 7. j3 4cy;51 F r Fr flE A K' F -T, 6 L'JY F'.4. VV,,4 QS e,5-- VC' -S' . "'.. ., __). "; —., T7,-/ FIRE A A N r5' �E�NZ-Z- P0 Wf P, PdLE' 1VAUZT\j- \/f 5 F, ETE N T10 AJ Y�; 7-,:5M 5 6 T- eAM OR VJ47E- FZ�0 Vy' IMA 7. -. Tr C. 16 HT,�> L',L 51 5M 7 z c: Er T/ r- c,4 r r.7. .5 10 E-ttlAf_k'<l _,P%AA) 7*11U6' PRE D JV EX OF PUA4P0517: r_`)/V• P(AN 2 —,,, -nom E V IR 0 MJW EN 77A L cf JV CF<. k L /:; 7-r ,:.,fl N A 4 r- it tj 7w 14 r /y 7' 1WE AeUtc-W PR,aJ'&C7 -4 4),Y( -es . ;":/ r -11 c; -rA A FF /C An q (Y.57/5 ora ;4e -LO 2/6.:� jfj/e SPE"RE'V16 WEV 41 A PPIrl(OAl 7_,0 CE1V6PAL 16,70 STREET ? rc A fl' OR A IMA 6 6 1 `7 A A Ve, CUR3. Ce4rS, �e-5." D'�WWAY 54-OPF5 63'A�5 ITREE5. 'Rip i': 51,06 WA L K � PZA Al;rjAJ C- S7 7 IA,?.;_ tv,4R91N4.'41 IR -1 R FA 2/17/9 (2 5 - IM Zt5/-9'00l 5-,' 3,0 ku -• 4 -IS -80 A IRTPF:F: • mi C A it ®116. La CROSs - INDEX AND REVIEW ASSIGNMENTS _ INITIATING ACTION ST -14-79 DATE ii za-�9, PACE 1 OF 1_ OWNER NAMES /4L6E97"so�y's, F -%'1G-. :57-0 e A DA RE SS 2. 57-0 P-,tr. k- Gt-r, _8 APPLICANT NAME: sings bou Gas MuLu4nn ,�}rcy�tectf ADDRESS: 19 zo — T-er✓' 41)e. SITE LO JJ TION OR ADDRESS: / s ®,3: = FDa1®:otlDs; UJa ^ G.GaaNf ZONES Re o� ¢ y7o g N E til o•� c!`! 15 LECs AL DESCRIFTI0N: kece 31318oCsr-,e) . ATTACHED I� �2G �d 3 27 8e (force/ /¢ o.a Al i FILE /V4. fN.GR.h .. _ RE.SUL7'S Z FILED IN P a g 4 o wEXr C-1 y< z oa DtV. �►- z 'sz - FOR TYPE of R E C D. US a C4 a Z f�EEjING A } g t o o MEETING � C a ou w w� Ul y {- ACTION �v.c x a PATE a,$>Ez m DATE �2�� . a� BATE mommy°`. = V w F• 1 U "6 cc d`\ y a Lo v SET e c �; i a440Z to 4 Q J F�- $7- /¢-71 /-Z 6-7f x I------ ST-/6-79 A,bB-¢-ao PRE6-aa X k �( Re's lge. f N=2o=80 3-1,9- K, x x lZ -z-So 4-9'-Sv X ro coa le � BLd e--Imrt k I x RDB- f -ae X S-7-8 o X Gok to e i t 6+0 a x) S 10-a0 � • � �o "�� $ X ►1 11 G -I6-8o x _ '?� 3- ZF--sq X�! ----------- ENGMEERING £ ASSIGNED NOTES ¢ SSIGNSD NO REVIEWS DATE TO DATE BY 3i DATE TO DATE BY PREVIOUS 141STORY SITE REVIEW y151T UTILITIES DRAINA4E/7-oP06RAPH Y STREETS /SIDE WALKS TRAFFIC/PARKING TONING CODE FIRE MARSHAL , STkc.L. ILE extended a significant distance whether the triangular or rectangular configuration was used. Ms. Block said a rectangular lot would still be a flag lot, but the Commission had the authority to make,a determination as to placement of the setbacks in regard to the flag lot. She added that it appeared there would be a problem on the lot size of one lot in a rectangular configuration. Mr. Sauerland said a variance would be needed to have rectangular lots. Mr. Adams said that any other configuration than that proposed would require a variance because of the road. Because it has multiple use it is not considered as part of the area for any of the lots so they would be undersized. He said the intent of the turnaround for each lot is so the vehicles will have some place to turn around prior to entering the public right-of-way and the hammerhead as designed in this proposal met that intent. The public portion of the hearing again was closed. Commis- sioner Hall stated that building heights are dictated in the Code. She felt she would like to see another plan. Commissioner Walker commented that everyone would like to have a nice view and those who have one want to retain it. She felt the Commission's decisions should be based on the laws and the laws allow Mr. Patrick to divide into three lots, so she did not see how they could deny him the right to subdivide. BASED.ON THOSE REMARKS, COMMISSIONER WALKER MOVED TO DENY AP -4-19. COMMISSIONER SMITH SECONDED THE MOTION. He said he has a view which has been partially lost and more of which will be lost in the future, but he felt they had to follow the Code as it is written and they could not let emotions rule. Commissioner Ross felt the parties should be given time to work out the problems. Commissioner Hall agreed that there was room for compromise. Commissioner Smith stated if the Commission started making decisions on a case-by-case basis to change heights they would run into trouble. Commissioner Walker noted that this originally had been heard on September 13 by the Staff. She said that earlier this evening when a suggestion was made that this should be discussed amongst the parties it did not appear that all the parties were amenable. Chairman LaBelle said he also had received that impression. THE VOTE ON THE MOTION WAS TAKEN, WITH COMMISSIONERS WALKER, SMITH, AND LaBELLE VOTING YES, AND WITH COMMISSIONERS HALL AND ROSS VOTING NO. MOTION CARRIED. A short recess was announced. AGENDA C-ST=1"4-79 Petition for vacation of portion,of--98th..Ave,_ W.,_adjacept-to_Robin Hood —_Lanes- bowl i ng -a,l.l ey- - ' - Ms. Block stated this street had been on the Official Street Map for a number of years and is adjacent to the City limits. This item was not posted as an amendment to the Official Street Map so that will have to be a separate action at a later date. Slides of the site were shown. Ms. Block noted that the street really leads to nowhere as it ends at the base of a cliff. She felt it was very reasonable to vacate it. She said there will be certain environmental impacts but they would not constitute a significant adverse impact on the environment and a declaration of non- significance had been issued. She said the excess right-of-way should be deeded to the adjacent property owners, subject to the following conditions: (1) Olympic View Water District has a 6" steel water line in the right-of- way so a 15' easement will be required for this line and to accommodate any future utilities; (2) The applicant will be required to obtain approval of the legal description for the easement prior to final approval. The Engineering Division concurred in the recommendation. The public portion of the hearing was opened. Frank Wuscher of 145 Seal Rock Dr., Brinnon, WA, said he owns the bowling alley property. He asked for clarification of the utility easement and Ms. Block explained. Mr. Adams added that he could not build over the existing water line. The public portion of the hearing was closed. COMMISSIONER HALL MOVED, SECONDED BY COMMISSIONER WALKER, TO APPROVE ST -14-79 AND THAT THE 15' UTILITY EASEMENT BE RETAINED. MOTION CARRIED. EDMONDS PLANNING COMMISSION Page 3 - November 28, 1979 ..:_..� ..r r:` .,.r., .. J.,,tl` ->Y. ..�.. r.s .-rte .r.. ,ys4/1✓~( .�...'N.✓":- V !'4 City of Edmon RIGIIT-OF-WAY CONSTR � CTION Ce, PERMIT Permit Number: ✓ Issue Date: W A. Address or Vicinity of Construction: 9$ O 3 E D MON IlS h1� B. Type of Work (be specific): ItCl- OLAr6- if 1ST A-90 POLE w 1TH• LYLw 'y 9 0 1 9 46� Pot -E *VT OF f�-C.cE.SS 90,40 AND e)kMtN0 5►,t�F.ulf�`�t.. Contractor: 6tJO1AorAi&14 C6vwT`i PVl Contact: K-vax- M tR-TItJ Mailing Address: 21018 14w-4 4C1 0MONDS Phone: 6-70-37-0'7 State License #: 98026 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. [j�o Commercial ❑ . Subdivision ❑ City Project [{Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes (moo G. Size of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY: Applicant,understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ- ees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC77ON AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Departme Work is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. 711-0220 Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as* required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available Jim site at all time%s fort' tspeccttion purpose . Signature: 1��+./� OA -fttL-�—Date: (e "4—'1n 3 (Contractor or Agent) . CALL DIAL -A -DIG PRIOR TO BEGINNING WORK CITY USE ONLY -..... .RIGHT.QE:,wA fORIZED:;VOID:AFTER: .D ,AYS....... DISRUETIQ..N J NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUAN Engrg. Div. 1991 xt W. FIELD INSPECTION NO (Fu. 11 - Route copy to Streetpept.),"' Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. -July -j-'�--1-I-:-.I-Lt. . 1 i _ ' _ t 1-1- i f i i »-_. -. [ FR�� 1 �� i 1476 r _ ` I !• "Z PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV. 7/57 w _ 22, #� G LOCATION 9803 Gbm0tJO.S W`•{ _ SU �(D AREA -POLE NO. NE 1/4 S 3G T Z-7 R 3 DATE 5 -1 -1 -AL3 W.O. No. 222q�A _. ;.-.. Ste-`- 4S� ST P% D- REASON FOR WORK ZC-LOC-A-T� D7 ST -?-X( ENGINEER M R R.TI rJ DWG. NO. 1014-OS—.s A g � QT o F ��t Q ST f -a L -[7L AT [ v POl-� 1=0(Z COMOIJOS Augc-(ZTS N S DRAFTER U.G. NO. SCALE 1�_ IOO� �►�Si I11 17L3L gSP0 ►4t-lCy - 69-M W kTl-k (Ca) ��1-1 INSUI S DATE WORK COMPLETED DATE PRINTED 1 1.l ST �(� pl ►JLN QRST E. - 10, APPROVED - FOREMAN ENVIRONMENTAL ANALYSIS ®EXEMPT ❑NOT EXEMPT FEES REQ'D ® YES ❑ NO PARA. 1$ ITEM C SUBSTATION Hp,,)& tJEw -ZSY-vA 12-0�244--21-72-o0V ZCFnn4Z- oN New PoL� PRIMARY OVERHEAD O.H. U.G. GOND. KV CIRCUIT NO. 12-4-Oq PHASE I DIST I -J ❑ RESIDENTIAL ADD KT. FT. PH N i SS v-- ❑ COMMERCIAL REM KT. FT. PH i LEO# NET KT. FT. I /®$ /_ $ �0se g ANA PS SECONDARY OVER EAD O.H. U.G. GOND. KV I BASIC EE $ ADD KT. FT. PH 2 L -14k ST ST9-C=T t_ t -Tc # S - 000�Z :g 'ry New - Qo L(= FP-oM B T FT l-xce ' 2 4 —t o v� ST LlT"� SOv k- O REM K PH 2 3 � � - SP O rJ Io0 T•P-• l SSR T ; jj NET PKT. FT. j METER/CONN. POE $ PERMITS (DATE GRANTED) I PRIMARY UNDERGRO ND ❑TREE TRIM = ❑ RESIDENTIAL _ 14 ❑ STATE _ _..._ - _ - - - - < _� f 1 _ -b. -. -_ ... _ .__.�_._� .-.. _. ��; - -.. _. ❑ COMMERCIAL t r I - i 1 T 7 11 ,T 1 i i � i , , COUNTY- I - �- -- _ � r .1715 - . I ❑COUNT � � ��rnl Tc FM --- - - - -r - BASIC EE X, (Lrt N ; M CITY C-OMOF46 LEU# 1 =Z V (Z f,) TO STO L1L ,- sh2� oP. R? FAN�o 0 D, SECONDARY UNDERGROUND n EASEMENTS i _% _ POl �Q'T o G' - 'G�?ti�►�S - x BASIC EE $ ❑ REQUIRED ❑ NOT REQUIRED O R Tµe-M TL) PO qtr /®$ /-$ - UNDERGROUND.-PLAT� D -R EAS D ATE EL - E - - - - - • ; - :;-s-' - - ?- - - _ _ __ , _._.. - r - a 7\ T C .EE $ ---- BASIC: FOREIGN CONTACTS r tFT. ®$ 13 GTNW JPN# �o STREET -LIGHTING CATV JPN# g :' Q�nnovE,...._ ,t L► -1 -1 i -7 6"V. . - I' •- -•• - -_ _._ ❑ JOINT TRENCH GTNW & CATV ❑ JOINT BORE GTNW & CATV ❑ WORK IN RIGHT 0 ❑ PRIMARY. ❑ SECONADARY FT. ®$_ : WAY / _ $ - — POLE STENCILING FROM TO TAKE OFF POLE MISCELLANEOUS FEES VAULT $ PERMIT $ _ COST ESTIMIPrTC _ $ 2r l 7 0 co DMO N O S PE21h l T $ 30 PRE-CONSTR. REQUIREMENTS ❑ TREE TRIM M PUD LOCATOR ❑ BACKHOE ❑ ® ONE CALL DATE INDEX POLES PLAT TOTAL DUE $ -ZZOO bo DATE PAID 5-2$ -`A3 RECEIPT# _ (A.,1 O 1 NEW SVCE APPLICATION# _ LOGS U -MAP XFMR C -MAP LOCATION MAP PAGE 2 r 0 O t '�;ornoNos W -j CITY OF EDMONDS STR d F1 �, t No. PUBLIC WORKS DEPARTMENT sue Date RIGHT - OF - WAY CONSTRUCTION PERMIT _ - _ � A. *Address or vicinity of Construction 41bert�on'§ Food nt r/Edmo ds WA 2501:n St. S.W. E7 ULn Av• III Owner: A ertsongs, Inc. Name P. 0. Box 20 Mailing Address Boise Idaho 83726 City, State, Zip Code • Contractor: Lloyd Powe11, Inc . Name 12200 Northup Way Mailing Address Bellevue, WA 98005 City, State, Zip Code • Permit Issued To: Lloyd Powe 1 1 , Inc. • Type of Work to be Done: Curbs and gutters, sidewalks and approaches • Work in Connection With: ❑ Sub or Plat ❑ Single Family Cg7 Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: X7 Yes ❑ No 223-0l-LL-0Y-DI-261DD State License Number (206) 883-9292 Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permimust be available at the job site for inspection purposes at all times. Signature: Owner or Agent * THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Void afterS1,3 days Special Conditions: Ammendments: Permit Fee: _30,-0,0 Security Deposit: Receipt No.: Fund 111 Fee: Street Cut Dimensions X = * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 CITY OF EDMONDS IF Wit No. I / -vZS PUBLIC WORKS DEPARTMENT STRE ,� Q�� Issue Date QZ o20 RIGHT - OF - WAY CONSTRUCTION PERMIT �`. � L� A. *Address or vicinity of Construction A L— c rcv 5 t? to's • Owner: !I ka 3 C f% M -b pi `)A Vu i Name 'wy \� � � 3 X41 Mailing Address City, State, Zip Code • Contractor., u• 0,4 1 S lj9 i'i- cowill, i Name a 1k US q9 Mailing Address �1 ®� l 6 ` ,.( 0 0 w 011-0011-0 City, State, Zip Code • Permit Issued To: `' LA, 0 _ *) -S w 1-1 D Mis o C • Type of Work to be Done: = 1J L4 1n W • Work in Connection With: ❑ Sub or Plat ❑ Single Family Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: ❑ Yes No State License Number Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that thi Si atui Owner o4 Agent aktheNob site for inspection purposes at all times. tit THIS PERMIT MUST BE POSTED%.*T THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By:Q Time Authorized: Void after 130 days Special Conditions: Ammendments: Permit Fee: Security Deposit: Receipt No.: Fund I II Fee: Street Cut Dimensions X = * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 Z Q U a a d w Q a O U w O H CITY OF EDMONDS 1W PUBLIC WORKS DEPARTMENT �� RIGHT - OF - WAY CONSTRUCTION PERMIT RLE A. *Address or vicinity of Construction • Owner: Its Tiicl Name Mailing Address City, • Contractor: /atr State, Zip Code fn Name i5D__0)0 Y114W410111- Mailing Address Ci y, State, Zip Code Wt No. "– I Issue Date F R !c • Permit Issued To: Q;d^,J�Kj 6RUC . • Type of Work to be Done: P\Q� • Work in Connection With: ❑ Sub or Plat ❑ Single Family ® Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: ❑ Yes ❑ No State License Number X 53 `d()!�- 11 Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY:. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. 4 Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Trak Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit available at the job site for inspection purposes at all times. Signature: Owner or Agent to THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES yt CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Void after –30 days Special Conditi19ae V hAV-4— 14TB Ammendments: r Permit Fee: a Security Deposit:+ Receipt No.: R.-7 Fund 111 Fee: 1%% ��— Street Cut Dimensions �o * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 STREET FILE MEMO TO: Art H6usler, Director Finance Department* FROM: Fred F. Herzberg Director of Public [dorks SUBJECT: REIMBURSEMENT OF STREET CUT SECURITY DEPOSIT - ORDINANCE #1935 R/W CONSTR. PERMIT NO.: 81-8 DATE ISSUED: 1/22/_8.1 --- LOCATION OF WORK:IT,Z.xver.=.'r=�Eldrnondrs7Wa SECURITY DEPOSIT A"WORTF-77700 RECEIPT NO. & DATE: COMPLETION DT. OF REPAIR: 4/20/81 by contractor Please prepare a Treasurer's Check in the amount of $111.00 made payable to the following: DIAMOND PACIFIC, INC. 15200 44th Ave. W. Lynnwood, Wa. 98036 The balance of the deposit in the �1mounC Of $ -0- is to remain in Street Division Revenue Fund 111�U6-X00--��3.0�. 7/31/78 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT R1GHT - OF - WAY CONSTRUCTION PERMIT A. ®Address or vicinity of Const ction to Owner: Name Mailing; Address City, State, e Contractor: i CIS Zip Code emit No. _ �Css'ire Datc ® Permit Issued 'Io:_r<��E7ic «_'_G -it__ ® Tvpc of Work to be Done:'(��_.� m Work in Connection With: C1 Sub or Plat D Single Family M Coninil. / Ind. Cl Apt. Condo. ® Pavement Cut: D Yes CI No Name 4 7 Mailing Address State License Number ;u Ci State, Zip Code Telephone Number NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE *y B. APPLICANT TO READ AND SIGN ,cn ;Q INDEMITY:. Applicant -understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal oproceedings including defense, costs, court costs, and attorney fees b reason of granting this permit'. P g g y )' g� g U W Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of'one year following the final inspection and acceptance of the restoration by the Engineering Division. O Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Codc. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. 1 understand that this permit mu tljc available at the job site for inspection purposes at all times. Signature: �' Owner or Agent It to THIS PERMIT MUST BE POSTED AT THE JOB SIT. FOR INSPECTION PURPOSES �r CALL DIAL -DIG PRIOR TO BEGINNING WORK P C. Issued 1311:�G Permit Fce: Time Authorized: Void after —days Security Deposit: -r Special Condition : r'�e�7�_ hat[ - Rcccipt No.: 7 w' 4,7- �'• Yi a ► , runcl 1 1 1 Fce:— �; Amrnendments: Street Cut Dimensions pt r x NO WORK TO BEGIN PRIORTO PERM["I- ISSUANCEr Eny,, Div. Dcccmhcr 1978 ORDINANCE #1935 UTILITY CUT REPAIR, STREET DIVISION Perini t No./ - -- Issue Date Date Completed Z-fz Date Received�� Date Processed r Type of Repair: Asphalt Roadway Conc.S/Walk Conc. Curb Total Area Repair - _ Ft. X / Ft., Total_ Sq.Yds. Total Cost Summary: Sq.Yds./L�Minimumge Sq.Yds./Ln.Ft. Addi 1 @ Sq -Yds. Additional Base __�j fit, $ Yds. Additional _ ` Total Cost ...................... _ $ Fund #111 Deposit Fee .......................................... = Total Reimbursement ............................................ = $ Total Additional Expense ....................................... = $ STREE SION SUPER T�ENDENT This information is to be filed with original permit. COMMENTS: in I'c CITY OF EDMONDS'W � MwNo. D— 1 V?_ PUBLIC WORKS DEPARTMENT i e� �, J . ' Issue Date ° RIGHT - OF - WAY CONSTRUCTION PERMIT OCT 311980 1 A. •Address or vicinity of Construction t �r 0� �' • Permit Issued To: 1 9803 Edmonds Way Plat 166-067,1 1 • Owner: Washington Natural Gas Co. • Type of Work to be Done: Install New Service Name 1 805 156 AV NE • Work in Connection With: Mailing Address ❑ Sub or Plat n Single Family 1 Bellevue, Washington 98007 ❑ Comml. / Ind. ❑ Apt. Condo. 1 City, State, Zip Code • Pavement Cut: ❑ Yes ❑ No • Contractor: Same As Above Name �1 Mailing Address State License Number H 1�Q City, State, Zip Code Telephone Number * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE B. APPLICANT TO READ AND SIGN O INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. O WUpon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year 1Q following the final inspection and acceptance of the restoration by the Engineering Division. O H Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Trac Control to be in accordance with Trak Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this Signature: Owner or A be available �t die j X& 1/. ) for inspection purposes at all times. `- 19e Date Oct 30, 1980 * THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By - Time Authorized: Void after days Special Conditions: Ammendments: Permit Fee: t----- Security Deposit: Receipt No.: Fund 111 Fee: Street Cut Dimensions X_ * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 Recording Requested by And When Recorded Mail To: KENNETH A. BLOCH Wolfstone, Panchot & Bloch, P.S., Inc. 1111 Third Avenue, Suite 1800 Seattle, Washington 98 101 CONFORMED COPY 209802048595 i0 PGS 0210412008 05m gg5i .00 SNOHOMISH GOUNT� AASHINGTON Document Title AGREEMENT CREATING YARD FOR FIRE EXPOSURE Granior, PUGET CONSUMERS CO-OP, a Washington hon -profit corporation Grantee: CITY OF EDMONDS Assessor's Tax Parcel ED#: 27033600107700 AGREEMENT CREATING YARD FOR FIRE EXPOSURE THIS AGREEMENT CREATING YARD FOR FIRE EXPOSURE (the "Agreement") is made this 2"] day of 2007; by and between Puget Consumers Co-op, a Washington non-profit corporation.("PCC"); whose address is 4201 Roosevelt Way N.E., Seattle, Washington 98105 and THE CITY OF EDMONDS, aWashington municipal corporation, whose address is 121 Fifth Avenue North, Edmonds, Washington 98020 (the "City'. RECITALS WHEREAS, Washtex Associates Limited Partnership, a Connecticut limitedpartnership ("Washtex") is, by assignment, the holder of the entire lessee's interest in two separate ground teases of certain real property premises in the City of Edmonds, County of Snohomish, State of Washington and legally described in Exhibit A attached hereto (the "Premises'); WHEREAS; there currently exists an approximately 34,459 square foot building on the Premises, ' as shown on the site. plan attached hereto as Exhibit B (the Building'; WHEREAS, PCC is in the process of negotiating the terms of a lease of the Premises : (tlte.' `Troposed Lease"); and WHEREAS, in' order for PCC to reach agreement with Washtex concerning the Proposed Lease, certain improvements to the .Building will. need to receive final approval and permits from the City,- including for the remodeling of the south wall of the Building, to the east of entry element, wherein there cwrently .exists a solid masonry wall which PCC desires' to remodel. in .order to create. openings (collectively, the "Proposed Improvements"); .. WHEREAS; the -City of Edmonds has adopted the 2003 International Building Code, as amended, as the building code for the City of Edmonds (the "Building Code'; -AGREEMENT REGARDING BUILDING PERMIT • I WHEREAS, pursuant to the Building Code, the Building is a Type III -B building; and WHEREAS, PCC's Proposed improvements are not technically incompliance with the Building Code, particularly, Section 704 of the Building Code ("Section 704"); WHEREAS, in order to comply with Section 704, PCC proposes the establishment of a yard (defined in the Building Code as "an open space, other than a court, unobstructed from the ground to the sky ...") to the south of the existing Building wall, which yard would have a north/south dimension of 41 feet and an east/west dimension of 129.8 feet, the precise location of which is shown on the site plan attached hereto as Exhibit C, and which will continue to be used for surface parking and maintained in a manner similar to the balance of the parking lot (the "Yard"); WHEREAS, PCC and the City agree that the establishment of the .Yard, on the terms set forth in this Agreement, will satisfy Section 704 by means of Section 104.11 of the Building Code; WHEREAS, by means of a Reciprocal Parking Agreement dated October 26, 1979 and recorded in the official records of Snohomish County, Washington under Recording No. 8007110008, as amended by an agreement dated March 4, 1993 and recorded in the official records of Snohomish County, Washington under Recording No. 9304020350 (collectively, the `Basement Agreements"), an easement for, ingress, egress and parking has been created on, over and across the entirety of the Premises and that particular real property premises adjacent to the Premises legally described in Exhibit D hereto (the "Robin Hood Property'), except for those portions of the Premises and Robin Hood Property -which currently have buildings constructed upon them (collectively, the "Easement"); WHEREAS, the Easement does not allow the construction of any additional buildings on either the -Premises or the Robin Hood Property for at least the duration of the ground ' leases to which Washtex is a ply, WHEREAS, in the Proposed Lease, PCC shall require that Washtex represent, warrant and covenant that no new building or other structure intended for human use or habitation shall be constructed within the Yard area during the term of the Proposed Lease, and PCC further agrees that it shall take any and all actions necessary to protect and defend the Easement and ensure that no building or other structure is constructed within the Yard area during the term of the Proposed Lease; WHEREAS, pursuant to the terms hereof: including the establishment of the Yard, the City is willing'to allow openings, to the maximum extent permitted- by the Building Code under a valid building .permit, to construct the Proposed Improvements on the Premises; NOW, THEREFORE, in the event the City grants PCC a building permit and any and all. other pertn16 necessary for PCC to construct and complete the Proposed Improvements to', the Premises, then,.in. consideration of said event, should it occur, and subject to the conditions hereinafter stated, PCC does hereby covenant and agree as follows: 1. PCC shall use its best reasonable efforts to protect. and defend the Easement such.that no �,buildiing is. constructed within the Yard during the term of the Proposed Lease; 2. If during the term of the Proposed Lease a building is constructed within the Yard which is of a size and type, the construction of which, in light of the Proposed Irnprovements, would constitute a violation of Section 704 of the Building Code, then, subject to the terms hereof, TCC shall ' immediately AGREEMENT REGARDING WELDING PERMIT - 2 remove the Proposed Improvements, and return the south wall of the Building where the Proposed Improvements had been installed to its condition prior. to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants PCC a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) PCC otherwise complies with the then applicable Building Code regarding fire separation distance by any means allowed by the then current Building Code, or as otherwise agreed to by the City; or (c) The construction of a building or structure intended for human use or habitation within the Yard is the result of a variance or alternate design request approval, the lack of which would not have allowed the construction of a building or structure within the Yard. 3. The City and'PCC recognize and acknowledge that the Building Code is from tune -to - time amended, and that the requirements referenced in this Agreement, including without limitation, Section 704, may at a future time be amended or replaced by new requirements. The City and PCC further acknowledge and agree that the purpose of this Agreement is to assure that the Building Code requirements current at the time of this Agreement are complied with, and that any future amendment to the ,Building. Code which would otherwise disallow the construction of the Proposed Improvements shall have no effect and shall not -require PCC to remove the Proposed Improvements solely as a result of said change. 4. If at the conclusion of the term of PLC's lease of the Premises the Easement is terminated and is not replaced with a similar easement which would disallow the construction of a building or structure within the Yard, PCC shall remove the Proposed Improvements, and return the south wall of the Building. where the Proposed improvements had been installed to its condition prior to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) The Building Code is otherwise complied with regarding fire separation distance by any means allowed by, the then current Building Code, or as otherwise agreed to by the City; or (c) The construction of a building or structure intended for human use or habitation . within the Yard is the result of a variance or alternate design request approval, the lackof which would not Have allowed the construction of a -building within the Yard.. S. PCC shall timely notify the City in writing in the event of any material change to the Easement. - 6. If any of the provisions hereof shall be determined to be invalid or unenforceable, such invalidityor unenforceability shall not affect any other provisions of this Agreement, but it shall be construed as if not -containing the particular provision or provisions held to be invalid,. or unenforceable, . and all rights and obligations of the parties shall be construed and enforced accordingly. This Agreement Will be enforced and construed in accordance with the laws of the State of Washington. AGREEMENT REGARDING BUILDING PERMIT - 3 7. The City, at its discretion, may bring a lawsuit to compel specific performance of the terms and conditions of this Agreement. 8. Any amendments or modifications to this Agreement shall be valid only if mutually agreed upon by the City and PCC in writing and recorded in the official records of Snohomish County, State of Washington. Notwithstanding any other term herein to the contrary, PCC may assign its rights, duties and obligations hereunder to a third party, in which case PCC shall be forever released from all of its Lights, duties and obligations hereunder, provided, however, that prior to any such assignment and release, PCC must -obtain the City's written consent, which consent shall not be unreasonably withheld,conditioned or delayed. 9. The Recitals set forth above are hereby incorporated, into, and shall be a part of this Agreement i0. This Agreement applies to,. inures to the benefit of, and is binding on not only the parties -hereto, but also on their heirs, devisees, legatees, administrators, executors, successors and assigns. 11. Any notices to be given to one party by the other hereunder shall be sufficient if personally delivered or mailed, by registered or certified mail, return receipt requested, postage prepaid, to the addressee at the address stated above in this Agreement, or to such other address as that party has requested in writing to the other that such notices be sent. Any time period provided in the giving of any notice hereunder shall commence upon the date such notice is personally delivered or so deposited in the mail, as officially recorded on the certified mail receipt DATED thi.day of ri , 2007. PUGET CONSUMERS CO-OP, a Washington non-profit corporation By. Its: AGREED AS TO FORM: AGREEMENT REGARDING BUILDING PERMIT - 4 STATE OF WASHINGTON ) COUNTY OF ) I CERTIFY that I know or have satisfactory evidence that IW4n1 is the person who appeared before me, on oath stated that he/she was authorized to execute a instrument, acknowledged himsefterself as the CPQ • of PUGET CONSUMERS CO-OP, and helshe signed this • instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 49,i 1 27 T J; �'lii .c. O�404 +k,, (Print Name) s aoS& NOTARY PUBLIC in and for the I� �. State o Waslyi'ngton, residing Gia= MY appointment expires A �I �If Wq cH�N . AOREtrMENT R90ARDING IWILDING PLR4 M - 5 EXHIBIT "A" PARCEL 1: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF -THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH'COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00°51'04" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET; THENCE SOUTH 88°45'18' EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 100'" AVENUE WEST AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°51'04" WEST ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 88°44'17" EAST ALONG SAID NORTH LINE, 292.12 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST 1/4. OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE NORTH 00°40'16" EAST 179.92 FEET; THENCE NORTH 8845'18" WEST 160.01 FEET; THENCE SOUTH 00°40'16" WEST 60.00 FEET; THENCE NORTH 8845'18" WEST 131.73 FEET TO THE TRUE POINT OF BEGINNING; PARCEL 2:' THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00'51'04" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET; THENCE SOUTH 88-45'18" EAST, PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 10e AVENUE WEST; THENCE SOUTH 00°51'04" WEST, ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION AND THE TRUE POINT OF BEGINNING; • dCHIBIT "A" - Continued THENCE SOUTH 88044'17" EAST, ALONG SAID NORTH LINE, 292.12 FEET TO TME EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 00040'16" WEST, ALONG SAID EAST LINE EXTENDED, 50.00 FEET; THENCE NORTH 88044'17" WEST :129.78 FEET; THENCE SOUTH 00115104" WEST 239.92 FEET TO THE NORTH. MARGIN OF 230TH STREET S.W.; THENCE NORTH 88041'59" WEST ALONG SAID NORTH MARGIN, 109. 16 FEE? TO A POINT OF CURVE; THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 560 FEET, AN ARC DISTANCE OF 39.79 FEET; THENCE NORTH 35°40'00" WEST 18.64 FEET" TO THE EASTMARGIN OF 100" AVENUE WEST; THENCE NORTH 00051'04" EAST ALONG SAID EAST MARGIN, 98.69 FEET; THENCE NORTH 88°41'59" WEST 2.50 FEET; THENCE NORTH 00051'04" EAST 174.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE. IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. l EXHIBIT C F�3 900 th AVENUE W. 'Q 170.48'. _119.83' p 26.9' W V , ` • A - w - 75.v w 0 50.8 0 �+ M Q. + NL. _L Cd m' I D ;1 o 5.3 I I'C.aI z m x �m I 9.3' I cn . - I • 0 IZ- . + .147.9. D. I . D z' - L . 60,00_ — iNG * 15' BOIU}SETBACK UNE �. fm_ D 41.00' 50.00' • 179.97 m 0 N N' j• M Q. -41 9.4' m' I Z I'C.aI �m I . - I • 0 IZ- . .147.9. - — iNG * 15' BOIU}SETBACK UNE �. 41.00' 50.00' • 179.97 That portion of the NW %4, NW %, NE %4, Section 36, T. 27 N., R. 3 E., W.M., in Snohomish County, Washington, described as follows: Beginning at the northwest corner of said subdivision; thence S 0°51'04" W, along the west line of said subdivision, 210.00 feet; thence S 88045'18" E, parallel to the north line of said subdivision, 37.50 feet to the east margin of 100' Avenue West; thence S 0°51'04" W, along said east margin, 119.83 feet to the north line of the S %z, NW '/4, NW '/4, NE %4 of said section; thence S 88°44'17" E, along said north line, 292.12 feet to the True Point of Beginning; thence continuing S 88°44'17" E, along said north line, 304.61 feet to the west'line. of the east 25 feet -of said"S %, being the west margin of 98a' � Ayenue West; thence S 0°2927" W, along said margin, 285.11 feet to the north margin of 230"' Street S.W., being a point on a curve, the center -of which bears N 3°37'30" W'"1,388.10. feet; thence westerly - .along said margin an arc distance of 119:32 feet to a point of tangency; thence N 88°41'59" W, along said margin, 316.80 feet; thence N 0°51'04" E 239.92 feet; thence S 8,8044'17" E 129.78 feet; thence N 0°40'1.6" E 50.00. feet to. the True Point of Beginning. Waiver of Right of Appeal File No.: ADB -2008-43 I, Lori Ross, Director of Store Development for PCC Natural Markets, am the owner/agent for the owner, for the above referenced permit application for real property located at: 9803 Edmonds Way in Edmonds, Washington. By signing this agreement, I hereby agree to waive my right to appeal the decision on the permit application referenced above. I acknowledge that while I waive my right to appeal, the period for filing an appeal has not ended and another person or persons may file a valid appeal before the appeal period ends. I hereby agree and fully understand that any actions I undertake pursuant to the above referenced permit, such as proceeding with any work under the permit prior to the expiration of the appeal period, are undertaken at my own risk. I further agree and understand that any such actions may be stayed in the event of appeal, or the underlying approval may be revoked should a valid appeal be filed and upheld which voids or modifies the above referenced permit. I certify that I have read and understand the terms and provisions of this agreement and agree to be bound by such. Owner/Agent of Owner Development Services Representative L:\TEMP\Gina\ADBIA DB-08-43_PCClandscaping\Misc\AppealPeriod Wa iver.doc l Date:' —D Date: 0 8.0''i': 0 $ STREET FILE In C. 18441) CITY OF EDMONDS 121 STH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwo.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Mr. George Ostrow, AIA Velocipede Architects 5265 University Way Northeast Seattle, Washington 98105 RE: Request for Alternate Design @ 9803 Edmonds Way PCC Markets Yard for Fire Exposure VIA FACSIMILE Dear Mr. Ostrow, GARY HAAKENSON MAYOR May 3, 2007 The City is in receipt of your alternate design request on behalf of PCC Markets for the building located at 9803 Edmonds Way to create a yard to the south of the building (approximately 129.8 feet by 41 feet) in order to allow openings on the south exterior wall. Section 704 of the 2003 International Building Code includes Table 704.8 that restricts and limits openings in exterior walls based on location to property lines. PCC Markets has provided a legal Agreement entitled Agreement Creating Yard for Fire Exposure that ensures that the yard will be maintained such that openings may be permitted and continued during the lease of PCC Markets. In the event that PCC Markets terminates the lease agreement the building will be converted back to a solid masonry wall unless the City enters into a similar agreement with a future building tenant/property owner or the building codes change such that the requirement is no longer applicable. Based on the Agreement that creates and maintains a yard (as defined in the building code) it is my determination as Building Official for the City of Edmonds that the request to allow openings in the south exterior wall of the existing building located at 9803 Edmonds Way (to the maximum extent permitted in Section 704) is hereby Conditionally Approved. This approval is subject to the following: • The signed Agreement will be held by the Edmonds City Clerk and released for recording only after PCC Markets has signed the lease or, if PCC Markets is unable to secure a lease at 9803 Edmonds Way the City Clerk shall destroy the document • PCC Markets is responsible to pay the recording fees for the Agreement • The City shall not issue a building permit allowing openings in the exterior south wall until the Agreement is recorded and a copy of the recorded document is provided to the City • PCC Markets shall be required to adhere to all applicable building code provisions and obtain all required permitting approvals including obtaining a permit prior to the start of work Sincerely, Jeannine L. Graf Building Official, C.B.O. Incorporated August 11, 1890 • 5265 University Way NE Seattle WA 98105 (206)522-1054 Fax: 529-0259 craig@velocipede.net www.velocipede.net 10 April 2007, revised 17 April 2007 Jeanine L. Graf City of Edmonds 121 5th Avenue North Edmonds WA 98020 (425) 771-0220 x1226 office (425) 771-0221 fax graf@ci.emonds.wa.us Re: 0626 PCC — Edmonds Study Dear Jeanine: VELOCIPEDE architects r"=ft '1ki' .� FN4F This letter regards the grocery store building at 9803 Edmonds Way, parcel number 27033600107700, proposed to be remodeled by a new tenant, PCC Natural Markets. We are writing to request your official decision on a proposed alternate design, as allowed under section 104.11 of the 2003 International Building Code, and presumably under the soon to be adopted 2006 International Building Code (hereafter "IBC"). The existing building currently has a blank masonry south wall east of the entry element (photo attached). Just 2.82 feet south of that wall is an interior property line (ALTA survey attached). The proposed remodel seeks to install storefront windows in this wall, which is not permitted less than 3 feet to the property line per IBC Table 704.8 for this Type III -B building. We therefore propose the alternate design of establishing a yard to the south of the interior property line. The yard would have a north -south dimension of 41 feet, derived by adding the existing distance of 2.82 feet plus the 8.0 foot depth of the entry element plus 30.1 feet to exceed any restrictions of Table 704.8, rounded up to 41.0 feet. The east -west dimension of the yard would be 129.78 feet, the length of the interior property line. The yard would lie entirely within the existing surface parking. We propose that providing the above described yard is equivalent to providing the fire separation distance to a property line required by IBC Table 704.8. A yard is defined as "an open space, other than a court, unobstructed from the ground to the sky,...." in IBC section 202. Fire separation distance is defined as "the distance measured from the building face to the closest interior lot line,... measured at right angles from the face of the wall" in IBC section 702.1. A Reciprocal Parking Agreement dated 26 October 1979, and amended 4 March 1993, exists that created an easement on this property, which does not allow construction of any buildings on the grocery store property or on the adjacent property where the yard is proposed. An Agreement Regarding Building Permit is submitted together with this request, which would be the legal instrument to formally establish the proposed yard, to prevent any building from being constructed in the proposed yard, and to require the removal of the requested improvements should a building be built in the proposed yard. As described in the Agreement Regarding Building Permit, the proposed yard is currently a surface parking lot and is proposed to remain a surface parking lot, and the physical improvements existing and.proposed in the proposed yard consist only of parking stall striping, planter islands with curbs, and handicapped accessible '"" signs. STREET FILE 44 1 PCC — Edmonds Study Jeanine L. Graf 10 April 2007, revised 17 April 2007 • pVo— Already 2 O submitted separately is a check for the processing fee of $180 for reviewing this alternate design request. Please let us know if you need additional information in order to perform your review. We would appreciate your formal written response to this request at your earliest convenience. Sincerely, 74-501 GEORGE OSTROW STATE OF WASHINGTON George Ostrow Licensed Architect #7459 State of Washington C: Randy Lee, PCC Natural Markets Ken Bloch, Wolfestone Panchot & Bloch file ti April 10, 2007 Jeanine L. Graf City of Edmonds 1215 th Avenue North Edmonds, WA 98020 Dear Jeanine, Y [i'EP-r NATURAL MARKETS I 4201 Roosevelt Way NE Seattle, WA 98105 ph: 2o6 -S47-1222 fx: 206-545-7131 pccnaturalmarke ts.co m After a conversation with Anne Bullis in your office yesterday, we are forwarding you this information today while another exhibit is still being prepared by our attorney. Enclosed are: • Letter from our architect, George Ostrow of Velocipede Architects, describing the change that we are applying for (and that I believe he has discussed with you as to necessary content), • A copy of the Reciprocal Parking Agreement between the several parties owning the property at the former Albertson's site, which was enclosed earlier in a letter or inquiry from Woodman Construction, and • A map of the tax parcels covering the area in question and a map of the property lines surrounding the storefront. What is being drafted at this time now that we have received a (slightly dated) title report from the Lessor, is the legal contract that we will propose to the City of Edmonds. By way of a quick background, we are enclosing the Reciprocal Parking Agreement (RPA) because we believe it will minimize risk to the City regarding enforcement of the options we would like to propose in the contract between ourselves and the City. The RPA entitles the tenant of the former Albertson's building to use all of the space currently not built upon in. the tax parcel that abuts the storefront for the purpose of parking for the full length of the ground lease, which expires at the end of 2040. Should PCC negotiate a lease for the storefront, we will thereby have the legal standing to insist on that space remaining in use as a parking lot i..!I 4:.: 1» i1 .. Community -owned and operated 5265 University Way NE VELOCIPEDE Seattle WA 98105 (206) 522-1054 architects Fax: 529-0259 j craig@velocipede.net `l[ t www.velocipede.riet ,.�► *00F 10 April 2007 Jeanine L. Graf City of Edmonds _ 121 5th Avenue North Edmonds WA 98020 (425) 771-0220 x1226 office 't..,-.. (425) 771-0221 fax- graf@ci.emonds.wa.us ' Re: '0626 PCC — Edmonds Study Dear Jeanine: This letter regards the grocery store building at 9803 Edmonds Way, parcel number 27033600107700, proposed to be remodeled by a new tenant, PCC Natural Markets. We are writing to request your official decision on a proposed alternate design, as allowed under section 104.11 of the 2003 International Building Code, and presumably under the soon to be adopted 2006 International Building Code (hereafter "IBC"). The existing building currently has a blank masonry south wall east of the entry element (photo attached). Just 2.82 feet south of that wall is an interior property line (portion of ALTA survey attached). The proposed remodel seeks to install storefront windows in this wall, which is not permitted less than 3 feet to the property line per IBC Table 704.8 for this Type III -B building. We therefore propose the alternate design of establishing a yard to the south of the interior property line. The yard would have a north -south dimension of 41 feet, derived by adding the existing distance of 2.82 feet plus the 8.0 foot depth of the entry element plus 30.1 feet to exceed any restrictions of Table- 704.8, rounded up to 41.0 feet. The east -west dimension of the yard would be 129.78. feet, the length of the interior property line. The yard would lie entirely within the existing surface parking. We propose that providing the above described yard is equivalent to providing the fire separation distance to a property line required by IBC Table 704:8. A yard is defined as "an open space, other than a court, unobstructed from the ground to the sky,...." in IBC section 202. Fire separation distance is defined as "the distance measured from the building face to the closest interior lot line,... measured at right angles from the face of the wall" in IBC section 702.1. Enclosed is a check for the processing fee of $180 for reviewing this alternate design request. Please let us know if you need additional information in order'to perform your review. We would appreciate your formal written response to this request at your earliest convenience. Sincereh�� Gecfrge Ostfow c: Randy Lee, PCC Natural Markets ' Ken Bloch, Wolfestone Panchot & Bloch STREET. FILE file • and thus not being built upon. This gives us the means to assure the open space in front of the storefront that we are asking for permission to define as a "yard" to the store. The enclosed sketch identifies the tax parcels involved and the location of the storefront on the property. Because, as your office has pointed out to us, the RPA does not directly involve the City of Edmonds, we are drafting a contract between PCC and the City of Edmonds for your consideration that will guarantee performance by PCC. In it, PCC will be accountable directly to the City to preserve the yard that we are petitioning for such that, should for any reason in the future the yard not be preserved, PCC would be legally obligated to remove the storefronts that would abut the proposed yard and restore the solid wall that had been altered by installing the storefronts. We are anticipating that the contract document will be available to review with you or the City attorney in the next few days. Please let us know if there is any other information we can provide to assist in presenting this proposal to you. Thank you. R7, Lee CFO 4 Founded 1931.1 Leon L. Wolfstone (1914-1£81) Carl P. Jensen (1925.1997) Raymond J. Petersen (1927-2006) 4 WOUSTONE PANCHOT & BLOCH Altvrrletiys i l: law MARISSAA. ALKHAZOV STANLEY G. BAKUN LYNN PENIX BARKER KENNETH A. BLOCH ROBERT L. DiJULIO HOWARD (TERRY) HALL - November 19, 2007 VIA U.S. MAIL AND PDF FILE (graf@ci.edmonds.wa.us) Jeannine L. Graf City of Edmonds Development Services Department Building Division 121 Fifth Avenue North Second Floor Edmonds, WA 98020 DUDLEY PANCHOT KEVIN MICHAEL PAULICH STEVEN N. ROSS ROBERT J. WEBER EDWIN G. WOODWARD JAMES C. HANKER of Counsel 'ALSO MEMBER OREGON BAR RECEIVED RE: PCC Natural Markets/City of Edmonds; Recording of Agreement Creating Yard for Fire Exposure Dear Ms. Graf: NOV 2 0 2007 As you will recall, we are counsel to Puget Consumers Co -Op d/b/a PCC Natural Markets ("PCC Natural Markets"). Last spring, we reached agreement with the City concerning an Agreement Creating Yard for Fire Exposure (the "Agreement") regarding the former Albertson's location in Edmonds. Pursuant to the terms of my letter of April 27, 2007, the City is currently holding a fully executed original of the Agreement as well as a check to the Snohomish County Recorder for $49.00 for the recording fees associated with the recording of the Agreement. I have included herewith a copy of my April 27, 2007 letter, executed by Scott Snyder, a copy of the Agreement, and a copy of a May 8, 2007 letter from Sandra S. Chase. PCC Natural Markets is now ready to submit its application for a building permit for construction work and improvements to the building located on the premises described in the Agreement. Therefore, by this letter, we request that you immediately record the Agreement in the official records of Snohomish County, Washington. In addition, and pursuant to the terms of the April 27, 2007 letter, upon recording of the Agreement, please provide PCC Natural Markets a written approval of an Alternate Design Request for the "openings" described in the Agreement, and subsequently, provide PCC Natural Markets its building permit necessary to construct the improvements to the building pursuant to said application. STREET FILE rweber@wpblaw.com 1111 Third Avenue Suite 1800 Seattle, Washington 98101 (206) 682-3840 FAX: (206) 340-8837 www.wpblaw.com 1"' • R Jeannine L. Graf November 19, 2007 Page 2 of 2 We would appreciate any effort you can make to expedite this process so that PCC Natural Markets can move forward with its plans for the property, and open its store for business as quickly as possible. If you have any comments or concerns regarding the terms of this letter, please let me know at your earliest convenience. Thank you for your prompt assistance with this matter. Very truly yours, TRO R & Bloch, P.S., Inc. enclosure cc: PCC Natural Markets Sandra S. Chase (via email - chase@ci.edmonds.wa.us) CITY OF EDMONDS Z`i - %,-., 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 r Website: wwwdedmondsma.us DEVELOPMENT SERVICES DEPARTMENT jh c. 1 g9p Planning • Building • Engineering Mr. George Ostrow April 13, 2007 Velocipede Architects 5265 University Way Northeast Seattle, Washington 98105 GARY HAAKENSON MAYOR RE: Request For Alternate Design @ 9803 Edmonds Way for PCC Natural Markets VIA FACSIMILE Dear Mr. Ostrow, The City is in receipt of your request for alternate design dated April 10, 2007 on behalf of PCC Natural Markets. The Request needs to be altered and supplemented with the following: • The Request for Alternate Design (herein referenced as `Request') must be Stamped by a State of Washington Licensed Architect or Engineer • The Request shall reference the Reciprocal Parking Agreement and explain the relevance to the Request • The `Legal Contract' establishing the `yard' must be provided for City review and approval with the Request • The Legal Contract must be referenced and explained/described and explain the relevance in the Request • The Request describes the yard using North, South, East and West designations however there is no North arrow on the survey for reference, add the North arrow • A copy, of the entire/full stamped survey (the survey that the reduced copy submitted with the Request was made from) shall be `supplemented With the Request, legal descriptions shall be included • The Request shall include a description of the yard use, continued use and maintenance as described in the `Legal Contract' • Because the IBC yard definition states `an open space... unobstructed from the ground to the sky,' indicate what existing obstacles/features/improvements (i.e., lighting, parking spaces, utility vaults, pole signs, etc.) may be within the yard area that will be relocated in order to be compliant with the yard definition of open and unobstructed Please provide the information directly.to me at City Hall. Sincerely, T Jeannine L. Graf Building Official • Incorporated August 11, 1890 • Sister City - Hekinan, Japan STREET FILE Recording Requested by And When Recorded Mail To: KENNETH A. BLOCH Wolfstone, Panchot & Bloch, P.S., Inc. I 1 l 1 Third Avenue, Suite 1800 Seattle, Washington 98101 200802040595 CONFORMED COP Y PGS 0210412008 4:15 m 11.00 SNOHOMISH COUNT, SHINGTON Document Title AGREEMENT CREATING YARD FOR FIRE EXPOSURE Grantor: PUGET CONSUMERS CO-OP, a Washington non-profit corporation Grantee: CITY OF EDMONDS Assessor's Tag Parcel I D#: 27033600107700 AGREEMENT CREATING YARD FOR FIRE EXPOSURE 4.1. THIS AGREEMENT CREATING YARD FOR FIRE EXPOSURE (the "Agreement") is made this Z'7 day of 4 P)e I c , 2007, by and between Puget Consumers Co-op, a Washington non-profit corporation (`.`PCC"); whose address is 4201 Roosevelt Way N.E., Seattle, Washington 98105 and THE CITY OF EDMONDS, a Washington municipal corporation, whose address is 121 Fifth Avenue North,. Edmonds, Washington 98020 (the "City"). T�7N, le3,C RECITALS WHEREAS, Washtex Associates Limited Partnership, a Connecticut limited partnership ("Washtex") is, by assignment, the holder of the entire lessee's interest in two separate ground leases of certain real property premises in the City of Edmonds, County of Snohomish, State of Washington and legally described in Exhibit A attached hereto (the "Premises"); WHEREAS; there currently exists an approximately 34,459 square foot building on the Premises, as shown on the site plan attached hereto as Exhibit B (the Building"); WHEREAS, PCC is .in the process of negotiating the terms of a lease of the Premises . (the, "Proposed Lease"); and WHEREAS, in order for PCC to reach agreement with Washtex concerning the Proposed Lease, certain improvements to the Building will need to receive final approval and permits from the City,- including for the remodeling of the south wall of the Building, to the east of entry element, wherein there currently. .exists a solid masonry wall which PCC desires to remodel: in ..order to create. openings (collectively, the "Proposed Improvements"); WHEREAS, the City of Edmonds has adopted the 2003 International Building Code, as amended, as the building code for the City of Edmonds (the "Building Code"); AGREEMENT REGARDING BUILDING PERMIT - i STREET FILE MicROFiLM 0 0 WHEREAS, pursuant to the Building Code, the Building is a Type III -B building; and WHEREAS, PCC's Proposed Improvements are not technically incompliance with the Building Code, particularly, Section 704 of the Building Code ("Section 704"); WHEREAS, in order to comply with Section 704, PCC proposes the establishment of a yard (defined in the Building Code as "an open space, other than a court, unobstructed from the ground to the sky ...") to the south of the existing Building wall, which yard would have a north/south dimension of 41 feet and an east/west dimension of 129.8 feet, the precise location of which is shown on the site plan attached hereto as Exhibit C, and which will continue to be used for surface parking and maintained in a manner similar to the balance of the parking lot (the "Yard"); WHEREAS, PCC and the City agree that the establishment of the .Yard, on the terms set forth in this Agreement, will satisfy Section 704 by means of Section 104.11 of the Building Code; WHEREAS, by means of a Reciprocal Parking Agreement dated October 26, 1979 and recorded in the official records of Snohomish County, Washington under Recording No. 8007110008, as amended by an agreement dated March 4, 1993 and recorded in the official records of Snohomish County, Washington under Recording No. 9304020350 (collectively, the "Easement Agreements"), an easement for. ingress, egress and parking has been created on, over and across the entirety of the Premises and that particular real property premises adjacent to the Premises legally described in Exhibit D hereto (the "Robin Hood Property"), except for those portions of the Premises and Robin Hood Property -which currently have buildings constructed upon them (collectively, the "Easement"); WHEREAS, the Easement does not allow the construction of any additional buildings on either the Premises or the Robin Hood Property for at least the duration of the ground leases to which Washtex is a parte'; WHEREAS, in the Proposed Lease, PCC shall require that Washtex represent, warrant and covenant that no new, building or other structure intended for human use or habitation shall be constructed within the Yard area during the term of the Proposed Lease, and PCC further agrees that it shall take any and all actions necessary to protect and defend the Easement and ensure that no building or other structure is constructed within the Yard area during the term of the Proposed Lease; WHEREAS, pursuant to the terms hereof, including the establishment of the Yard, the City is willing to allow openings, to the maximum extent permitted by the Building Code under a valid building permit, to construct the Proposed Improvements on the Premises; NOW, THEREFORE, in the event the City grants PCC a building permit and any and all. other permits necessary -for PCC to construct and complete the Proposed Improvements to the Premises, then, in. consideration of said event, should it occur, and subject to the conditions hereinafter stated, PCC does hereby covenant and agree as follows: 1. PCC shall use its best reasonable efforts to protect and defend the Easement such that no building is constructed within the Yard during the term of the Proposed Lease; 2. If during the term of the Proposed. Lease a building is constructed within the Yard which is of a size and type, the construction of which, in light of the Proposed Improvements, would constitute a violation of Section 704 of the Building Code, then, subject to the terms hereof, PCC shall immediately AGREEMENT REGARDING BUILDING PERMIT - 2 remove the Proposed Improvements, and return the south wall of the Building where the Proposed Improvements had been installed to its condition prior, to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants PCC a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) PCC otherwise complies with the then applicable Building Code regarding fire separation distance by any means allowed by the then currenf Building Code, or as otherwise agreed to by the City; or (c) The construction of a building or structure intended for human use or habitation within the Yard is the result of a variance or alternate design request approval, the lack of which would not have allowed the construction of a building or structure within the Yard. 3. The City and PCC recognize and acknowledge that the Building Code is from time -to - time amended, and that the requirements referenced in this Agreement, including without limitation, Section 704, may at a future time be amended or replaced by new requirements. The City and PCC further acknowledge and agree that the purpose of this Agreement is to assure that the Building Code requirements current at the time of this Agreement are complied with, and that any future amendment to the Building Code which would otherwise disallow the construction of the Proposed Improvements shall have no effect and shall not require PCC to remove the Proposed Improvements solely as a result of said change. 4. If at the conclusion of the term of PLC's lease of the Premises the Easement is terminated and is not replaced with a similar easement which would disallow the construction of a building or structure within the Yard, PCC shall remove the Proposed Improvements, and return the south wall of the Building where the Proposed Improvements had been installed to its condition prior to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) The Building Code is otherwise complied with regarding fire separation distance by any means allowed by the then current Building Code, or as otherwise agreed to by the City; or (c) . The construction of a building or structure intended for human use or habitation within the Yard is the result of a variance or alternate design request approval, the lack of which would not have allowed the construction of a building within the Yard. 5. 1 PCC shall timely notify the City in writing in the event of any material change to the Easement. 6. If any of the provisions hereof shall be determined to be invalid or unenforceable, such invalidity or unenforceability shall not affect any other provisions of this Agreement, but it shall be construed as if not containing the particular provision or provisions held to be invalid,. or unenforceable, and all rights and obligations of the parties shall be construed and enforced accordingly. This Agreement will be enforced and construed in accordance with the laws of the State of Washington. . AGREEMENT REGARDING BUILDING PERMIT - 3 7. The City, at its discretion, may bring a lawsuit to compel specific performance of the terms and conditions of this Agreement. 8. Any amendments or modifications to this Agreement shall be valid only if mutually agreed upon by the City and PCC in writing and recorded in the official records of Snohomish County, State of Washington. Notwithstanding any other term herein to the contrary, PCC may assign its rights, duties and obligations hereunder to a third party, in which case PCC shall be forever released from all of its rights, duties and obligations hereunder, provided, however, that prior to any such assignment and release, PCC must obtain the City's written consent, which consent shall not be unreasonably withheld, conditioned or delayed. 9. The Recitals set forth above are hereby incorporated, into, and shall be a part of this Agreement. 10. This Agreement applies to, inures to the benefit of, and is binding on not only the parties hereto, but also on their heirs, devisees, legatees, administrators, executors, successors and assigns. 11. Any notices to be given to one party by the other hereunder shall be sufficient if personally delivered or mailed, by registered or certified mail, return receipt requested, postage prepaid, to the addressee at the address stated above in this Agreement, or to such other address as that party has requested in writing to the other that such notices be sent. Any time period provided in the giving of any notice hereunder shall commence upon the date such notice is personally delivered or so deposited in the mail, as officially recorded on the certified mail receipt. DATED thiVj day of .�/o� 2007. PUGET CONSUMERS CO-OP, a Washington non-profit corporation By: __4 Its: AGREED AS TO FORM: AGREEMENT REGARDING BUILDING PERMIT - 4 0 STATE OF WASHINGTON ss. COUNTY OF I CERTIFY that I know or have satisfactory evidence that IZV4 L is the person who appeared before me, on oath stated that he/she was authorized to execute tAe instrument, acknowledged himself/herself as the CPO of PUGET CONSUMERS CO-OP, and he/she signed this i instrument and acknowledgedt to be his free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 49, � 1 27. 99L-7 AGREEMENT REGARDING BUILDING PERMIT - 5 .c. Kok (Print Name) NOTARY PUBLIC in and for the State o Was ington, residing at W • - My appointment expires .2 If I f EXHIBIT "A" PARCEL 1: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00°5104" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET, THENCE SOUTH 88045'18" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 100n AVENUE WEST AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°51'04' WEST ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 88044'17" EAST ALONG SAID NORTH LINE, 292.12 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST_ 1/4 OF THE NORTHEAST 1/4; THENCE NORTH 00040'16" EAST 179.92 FEET; THENCE NORTH 8845'18" WEST 160.01 FEET; THENCE SOUTH 00040'16" WEST 60.00 FEET, THENCE NORTH 88'45'18" WEST 131.73 FEET TO THE TRUE POINT OF BEGINNING; PARCEL 2: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE_ 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00'051'04" WEST ALONG THE WEST LINE OF SAID SUBDMSION, 210.00 FEET; THENCE SOUTH 88°45'18" EAST, PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 100T' AVENUE WEST; THENCE SOUTH 00'51'04" WEST, ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION AND THE TRUE POINT OF BEGINNING; EXHIBIT „A" - Continued THENCE SOUTH 88044'17" EAST, ALONG SAID NORTH LINE, 292.12 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 00040'16" WEST, ALONG SAID EAST LINE EXTENDED, 50.00 FEET; THENCE NORTH 88044'17" WEST 129.78 FEET; THENCE SOUTH 00°51'04" WEST 239.92 FEET TO THE NORTH MARGIN OF 230TH STREET S.W.; THENCE NORTH 88°41'59" WEST ALONG SAID NORTH MARGIN, 109.16 FEET TO A POINT OF CURVE; THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 560 FEET, AN ARC DISTANCE OF 39.79 FEET; THENCE NORTH 35040'00' WEST 18.64 FEET TO THE EAST MARGIN OF LOOT" AVENUE WEST; THENCE NORTH 00°51'04" EAST ALONG SAID EAST MARGIN, 98.69 FEET; THENCE NORTH 88041'59" WEST 2.50 FEET; THENCE NORTH 00°51'04" EAST 174.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE. IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EXHIBIT C 100 th AVENUE W. o 170.48' 119.83' 26.9' W A 75.0' " 0 50.8' - i '-4 V ' N IW - D ; o 5.3' I i m 9.3' i -•u --� L 60:Oo_ , n f7 m C rN r C n� N Z - T 41.00. �FI _ /z� � m 03 I I cn -o �m D p cil o A �.:I. IllI9.4'02 I _ �n m �n O m D i j; 147.9 �I_ � � -15' BUILDING SETBACK LINE - -�+ 41.00' 50.00'. 179.92' EXHIBIT D That portion of the NW '/e, NW '/4, NE '/4, Section 36, T. 27 N., R. 3 E., W.M., in Snohomish County, Washington, described as follows: Beginning at the northwest comer of said subdivision; thence S 0°51'04" W, along the west line of said subdivision, 210.00 feet; thence S 88'45'18 " E, parallel to the north line of said subdivision, 37.50 feet to the east margin of 100th Avenue West; thence S 0°51'04" W, along said east margin, 119.83 feet to the north line of the S %2, NW %4, NW %a, NE %4 of said section; thence S 88°44'17" E, along said north line, 292.12 feet to the True Point of Beginning; thence, continuing S 8844'17" E, along said north line, 304.61 feet to the west line of the east 25 feet of saidS %2, being the west margin of 98th Avenue West; thence S 0°29'27" W, along said margin, 285.11 feet to the north margin of 230th Street S.W., being a point on a curve, the center of which bears N 3°37'30" W`1,388.10 feet; _thence westerly along said margin an arc distance of 119.32 feet to a point of tangency; thence N 88°41'59" W, along said margin, 316.80 feet; thence N 0°51104" E 239.92 feet; thence S 8844'17" E 129.78 feet; thence N 0040'16" E 50.00 feet to the True Point of Beginning. Recording Requested by And When Recorded Mail To: KENNETH A. BLOCH Wolfstone, Panchot & Bloch, P.S., Inc. 1111 Third Avenue, Suite 1800 Seattle, Washington 98101 STR EET FILE CONFORMED COPY 200802040595 10 PGS 0210412008 4:15 m 11.00 SNOHOMISH COUNT, SHINGTON Document Title AGREEMENT CREATING YARD FOR FIRE EXPOSURE Grantor: PUGET CONSUMERS CO-OP, a Washington non-profit corporation Grantee: CITY OF EDMONDS Assessor's Tax Parcel ID#: 27033600107700 AGREEMENT CREATING YARD FOR FIRE EXPOSURE THIS AGREEMENT CREATING YARD FOR FIRE EXPOSURE (the "Agreement") is made this day of h be / in , 2007, by and between Puget Consumers Co-op, a Washington non-profit corporation.("PCC"); whose address is 4201 Roosevelt Way N.E., Seattle, Washington 98105 and THE CITY OF EDMONDS, a Washington municipal corporation, whose address is 121 Fifth Avenue North, Edmonds, Washington 98020 (the "City"). b, '7".-x7 At. )' 3, RECITALS WHEREAS, Washtex Associates Limited Partnership, a Connecticut limited partnership ("Washtex") is, by assignment, the holder of the entire lessee's interest in two separate ground leases of certain real property premises in the City of Edmonds, County of Snohomish, State of Washington and legally described in Exhibit A attached hereto (the "Premises"); WHEREAS; there currently exists an approximately 34,459 square foot building on the Premises, as shown on the site. plan attached hereto as Exhibit B (the Building"); WHEREAS, PCC is in the process of negotiating the terms of a lease of thePremises` "Proposed Lease"); and WHEREAS, in order for PCC to reach agreement with Washtex concerning the Proposed Lease, certain improvements to the Building will need to receive final approval and permits from the City,: including for the remodeling of the south wall of the Building, to the east of entry element, wherein there ,.currently, ..exists a solid masonry wall which PCC desires to remodel in .order to create. openings (collectively, the "Proposed Improvements"); WHEREAS, the City of Edmonds has adopted the 2003 International Building Code, as amended, as the building code for the City of Edmonds (the `Building Code"); AGREEMENT REGARDING BUILDING PERMIT - 1 L • WHEREAS, pursuant to the Building Code, the Building is a Type III -B building; and WHEREAS, PCC's Proposed Improvements are not technically incompliance with the Building Code, particularly, Section 704 of the Building Code ("Section 704"); WHEREAS, in order to comply with Section 704, PCC proposes the establishment of a yard (defined in the Building Code as "an open space, other than a court, unobstructed from the ground to the sky ...") to the south of the existing Building wall, which yard would have a north/south dimension of 41 feet and an east/west dimension of 129.8 feet, the precise location of which is shown on the site plan attached hereto as Exhibit C, and which will continue to be used for surface parking and maintained in a manner similar to the balance of the parking lot (the "Yard"); WHEREAS, PCC and the City agree that the establishment of the .Yard, on the terms set forth in this Agreement, will satisfy Section 704 by means of Section 104.11 of the Building Code; WHEREAS, by means of a Reciprocal Parking Agreement dated October 26, 1979 and recorded in the official records of Snohomish County, Washington under Recording No. 8007110008, as amended by an agreement dated March 4, 1993 and recorded in the official records of Snohomish County, Washington under Recording No. 9304020350 (collectively, the "Easement Agreements"), an easement for ingress, egress and parking has been created on, over and across the entirety of the Premises and that particular real property premises adjacent to the Premises legally described in Exhibit D hereto (the "Robin Hood Property"), except for those portions of the Premises and Robin Hood Property -which currently have buildings constructed upon them (collectively, the "Easement"); WHEREAS, the Easement does not allow the construction of any additional buildings on either the Premises or the Robin Hood Property for at least the duration of the ground leases to which Washtex is a Pazh'; WHEREAS, in the Proposed Lease, PCC shall require that Washtex represent, warrant and covenant that no new. building or other structure intended for human use or habitation shall be constructed within the Yard area during the term of the Proposed Lease, and PCC further agrees that it shall take any and all actions necessary to protect and defend the Easement and ensure that no building or other structure is constructed within the Yard area during the term of the Proposed Lease; WHEREAS, pursuant to the terms hereof, including the establishment of the Yard, the City is willing to allow openings, to the maximum extent permitted by the Building Code under a valid building permit, to construct the Proposed Improvements on the Premises; NOW, THEREFORE, in the event the City grants PCC a building permit and any and all. other permits necessary for PCC to construct and complete the Proposed Improvements to the Premises, then, in. consideration of said event, should it occur, and subject to the conditions hereinafter stated, PCC does hereby covenant and agree as follows: 1. PCC shall use its best reasonable efforts to protect and defend the Easement such that no building is. constructed within the Yard during the term of the Proposed Lease; 2. If during the term of the Proposed Lease a building is constructed within the Yard which is of a size and type, the construction of which, in light of the Proposed Improvements, would constitute a violation of Section 704 of the Building Code, then, subject to the terms hereof, PCC shall immediately AGREEMENT REGARDING BUILDING PERMIT - 2 remove the Proposed Improvements, and return the south wall of the Building where the Proposed Improvements had been installed to its condition prior. to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants PCC a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) PCC otherwise complies with the then applicable Building Code regarding fire separation distance by any means allowed by the then currenf Building Code, or as otherwise agreed to by the City; or (c) The construction of a building or structure intended for human use or habitation within the Yard is the result of a variance or alternate design request approval, the lack of which would not have allowed the construction of a building or structure within the Yard. 3. The City and PCC recognize and acknowledge that the Building Code is from time -to - time amended, and that the requirements referenced in this Agreement, including without limitation, Section 704, may at a future time be amended or replaced by new requirements. The City and PCC further acknowledge and agree that the purpose of this Agreement is to assure that the Building Code requirements current at the time of this Agreement are complied with, and that any future amendment to the Building Code which would otherwise disallow the construction of the Proposed Improvements shall have no effect and shall not require PCC to remove the Proposed Improvements solely as a result of said change. 4. If at the conclusion of the term of PLC's lease of the Premises the Easement is terminated and is not replaced with a similar easement which would disallow the construction of a building or structure within the Yard, PCC shall remove the Proposed Improvements, and return the south wall of the Building. where the Proposed Improvements had been installed to its condition prior to the construction of the Proposed Improvements; provided, however, that PCC will not be required to remove the Proposed Improvements in the event of any of the following: (a) The City grants a variance or alternate design request from the requirements of the Building Code allowing the Proposed Improvements to remain; (b) The Building Code is otherwise complied with regarding fire separation distance by any means allowed by the then current Building Code, or as otherwise agreed to by the City; or (c) The construction of a building or structure intended for human use or habitation within the.Yard is the result of a variance or alternate design request approval, the lack of which would not have allowed the construction of a -building within the Yard. 5. PCC shall timely notify the City in writing in the event of any material change to the Easement. 6. If any of the provisions hereof shall be determined to be invalid or unenforceable, such invalidity or unenforceability shall not affect any other provisions of this Agreement, but it shall be construed as if not containing the particular provision or provisions held to be invalid,or unenforceable, and all rights and obligations of the parties shall be construed and enforced accordingly. This Agreement will be enforced and construed in accordance with the laws of the State of Washington. AGREEMENT REGARDING BUILDING PERMIT - 3 7. The City, at its discretion, may bring a lawsuit to compel specific performance of the terms and conditions of this Agreement. 8. Any amendments or modifications to this Agreement shall be valid only if mutually agreed upon by the City and PCC in writing and recorded in the official records of Snohomish County, State of Washington. Notwithstanding any other term herein to the contrary, PCC may assign its rights, duties and obligations hereunder to a third party, in which case PCC shall be forever released from all of its rights, duties and obligations hereunder, provided, however, that prior to any such assignment and release, PCC must obtain the City's written consent, which consent shall not be unreasonably withheld, conditioned or delayed. 9. The Recitals set forth above are hereby incorporated, into, and shall be a part of this Agreement. 10. This Agreement applies to, inures to the benefit of, and is binding on not only the parties hereto, but also on their heirs, devisees, legatees, administrators, executors, successors and assigns. 11. Any 'notices to be given to one party by the other hereunder shall be sufficient if personally delivered or mailed, by registered or certified mail, return receipt requested, postage prepaid, to the addressee at the address stated above in this Agreement, or to such other address as that party has requested in writing to the other that such notices be sent. Any time period provided in the giving of any notice hereunder shall commence upon the date such notice is personally delivered or so deposited in the mail, as officially recorded on the certified mail receipt. DATED thiVI day of r , 2007. PUGET CONSUMERS CO-OP, a Washington non-profit corporation By: Its: AGREED AS TO FORM: AGREEMENT REGARDING BUILDING PERMIT - 4 STATE OF WASHINGTON ) ss. COUNTY OF ) I CERTIFY that I know or have satisfactory evidence that 1ZV4 .C_,. is the person who appeared before me, on oath stated that he/she was authorized to execute t e instrument, acknowledged himself/herself as the CPO of PUGET CONSUMERS CO-OP, and heJshe signed this i instrument and acknowledgedt to be his free and voluntary act for the uses and purposes mentioned in the instrument. DATED: 49, � i 27. q -W l� ftT J, 11 Z' %%I ♦fi � wv V (Z�, • W 4- , a- � '�'� (Print Name) NOTARY PUBLIC in and for the State o Was,�}i'ngton, residing ��i O liS 161- a,,,,,�„`��..��` .� _ My appointment expires I If 1 Ili A- WASHING.= AGREEMENT REGARDING BUILDING PERMIT - 5 EXHIBIT "A" PARCEL is THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00°51'04" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, 210.00 FEET; THENCE SOUTH 88045'18" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 37.50 FEET TO THE EAST MARGIN OF 100'" AVENUE WEST AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°51'04" WEST ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 88044'17" EAST ALONG SAID NORTH LINE, 292.12 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE NORTH 00040'16" EAST 179.92 FEET; THENCE NORTH 8845'18" WEST 160.01 FEET; THENCE SOUTH 00040'16" WEST 60.00 FEET; THENCE NORTH 88°45'18" WEST 131.73 FEET TO THE TRUE POINT OF BEGINNING; PARCEL 2: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 Of THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00'51'04" WEST ALONG THE WEST LINE OF SAID SUBDMSION, 210.00 FEET; THENCE SOUTH 88°45'18" EAST, PARALLEL TO THE NORTH LINE OF SAID SUBDMSION, 37.50 FEET TO THE EAST MARGIN OF 100' AVENUE WEST; THENCE SOUTH 00051'04" WEST, ALONG SAID EAST MARGIN, 119.83 FEET TO THE NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION AND THE TRUE POINT OF BEGINNING; EXHIBIT "A" - Continued 0 THENCE SOUTH 88°44'17" EAST, ALONG SAID NORTH LINE, 292.12 FEET TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE SOUTH 00°40'16" WEST, ALONG SAID EAST UNE EXTENDED, 50.00 FEET; THENCE NORTH 88044'17" WEST 129.78 FEET; THENCE SOUTH 00°51'04" WEST 239.92 FEET TO THE NORTH MARGIN OF 230T" STREET S.W.; THENCE NORTH 8841'59" WEST ALONG SAID NORTH MARGIN, 109.16 FEET TO A POINT OF CURVE; THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 560 FEET, AN ARC DISTANCE OF 39.79 FEET; THENCE NORTH 35040'00" WEST 18.64 FEET TO THE EAST MARGIN OF LOOT" AVENUE WEST; THENCE NORTH 00°51'04" EAST ALONG SAID EAST MARGIN, 98.69 FEET; THENCE NORTH 88°41'59" WEST 2.50 FEET; THENCE NORTH 00051'04" EAST 174.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE. IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EXHIBIT C 100 th AVENUE W. N o 170.48' 119.83' A 75.0 0 50.8' o I w D�7 o 5.3' i i i m 9.3' 'm �. I L 60;00_ i fj r C' D� - IV r T c7 — T 41-00" -1 I v /Z� l! J o W co Cm N C O CCA rn cnCn 0 ;I co mW Z -4I 9.4' I m I . mcnm 0m IL- 147.9' LC2 -�, .L._._.— 15' BUILDING SETBACK LINE —.—.—�. 41-00' 50.00' 179.92' EXHIBIT D That portion of the NW %4, NW %4, NE %a, Section 36, T. 27 N., R. 3 E., W.M., in Snohomish County, Washington, described as follows: Beginning at the northwest corner of said subdivision; thence S 0°51'04" W, along the west line of said subdivision, 210.00 feet; thence S 88°45'18" E, parallel to the north line of said subdivision, 37.50 feet to the east margin of 100th Avenue West; thence S 0°51'04" W, along said east margin, 119.83 feet to the north line of the S %2, NW '/4, NW '/4, NE '/a of said section; thence S 88'44'17" E, along said north line, 292.12 feet to the True Point of Beginning; thence continuing S 88°44'17" E, along said north line, 304.61 feet to the west line of the east 25 feet of said S %, being the west margin of 98th Avenue West; thence S 0°29'27" W, along said margin, 285.11 feet to the north margin of 230th Street S.W., being a point on a curve, the center of which bears N 3°37'30" W'`1,388.10. feet; thence westerly along said margin an arc distance of 119.32 feet to a point of tangency; thence N 88°41'59" W, along said margin, 316.80 feet; thence N 0°51'04" E 239.92 feet; thence S 8,8'44'17" E 129.78 feet; thence N 0'40'16" E 50.00. feet to the True Point of Beginning. Inc. 1890 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website www ci edmonds wa us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering March 19, 2007 Lachlan Foss Woodman Construction 3 Lake Bellevue Drive, Suite 201 Bellevue, WA 98005 RE: 9803 Edmonds Way Dear Mr. Foss: GARY HAAKENSON MAYOR The City is in receipt of your letter received March 15, 2007 regarding the building located at 9803 Edmonds Way. City Staff, including the Development Services Director and representatives from Planning, Engineering, Fire and Building Divisions met and determined that in order to construct openings in the existing south exterior wall of the building a lot line adjustment would be required in order to meet exterior wall and opening protection provisions of the International Building Code. Please be aware that the City is scheduled to adopt the 2006 International Codes and Uniform Plumbing Code effective July 1, 2007. Building permit applications received on or after July 1, 2007 must comply with the 2006 codes. Please contact Jen Machuga, Planner in the Planning Division at 425-771-0220 regarding the Lot Line Adjustment process. Sincerely, (tit - Ann Bullis Assistant Building Official • Incorporated August 11, 1890 • Sister City - Hekinan, Japan Bullis, Ann From: Lachlan Foss [lach@woodmanconstruction.com] Sent: Thursday, March 15, 2007 9:22 AM � �y� To: Bullis, Ann J Subject: Former Albertsons - Add Storefront Albertsons - Assess Map.pdf Clarification Req... (670 KB) Ann, Per our conversation at your office on Wednesday of this week, attached is the request for building department determination letter and a copy of the referenced assessor's map. Also, because the file is fairly large, a copy of the parking agreement information will follow next in a separate email.. Thank you in advance .for your consideration of this request and we look forward to your written response as soon as possible. Lachlan. WOODMAN CONSTRUCTION 3 Lake Bellevue Drive, Suite 201 Bellevue WA 98005 425-454-3621 F: 425-454-6918 Lachlan Foss lachlan@woodmanconstruction.com 1 RECEIVEM LA MAR 1 5 2007 BUILDING DEPT. WOODMAN CONSTRUCTION, INC. 3 Lake Bellevue Drive, WW,- ;I Bellevue, Washington -98005 Phone # (425)454-3621 Anne Bullis City of Edmonds Community. Services Dept Building Division Dear Anne, Woodman Construction is working with a:.retail.client who is researching the possibility of leasing the former Albertson's space.at 9$03 Edmonds Way: An, _integral,partof their tenant improvement plan (within the waIIs.of the existing building — no added:,buildinp:area) Is! he Installation of storefront windows and doors. along. the easterly, portion'ofvthe existing south wall. This storefront would be directly adjacent to portions of, the existing property. line be.tween9ots 1-077 end. 1-133 (see attached portion of assessors map)', Both lots 1-077 and 1-133 have common ownership. Attached;please:find.a copy of the Snohomish County recorded shared -parking and access agreemerit. *s,agreementallows.for both lessees Robin Hood Lanes (assigns and heirs). and Albedisons (assigns and'heirs) toutilize lot 1-133 for parking, exclusive of any building already on this,lot. The question for the City of Edmonds is this: Will the building department, as part of its plan review and approval process, allow installation of this storefront wilh:the lot lines as they exist today, given this recorded parking agreement for lots 1-1077 and ;1'-1.33, with out requiring a lot line adjustment? Thank you for your. consideration in this matter and we look forward to, your written. response at your very earliest convenience_ Cordially, Woodman Construction Inc. c 100 Lachlan Foss t�AR 15 pRSMEN� BU�G�y GpF E�MONOs 0 QUARTER SECTION I TOWNSHIPA W,&L _ " RANGE E.W.M. ISE 36 2 E 02 :InvrMt,f.+��) , 121 10 9 87 E 2 i . ESil" TSn I r�� i 03 SE -25-27-3 7} 7 $ 12 03 0 0 1-078 OL MPI VISE -sr ; !' rt.,,�..,�,= t.i•r,;.,:.u.ri.ii 143 j rt 2.p- 6 w 1 2 , 1-079 13 " Q { i 4 96; i1N i,J i':t i,iat#ri.t.ik.N.ltrl+i 4. A. 1-081 �. .228TH - _-1 '...PL' -SW- „ e i I125 f: r 1-0,77r 11 10 g g 7 7' r 16 --� -'- -- ES A T r W ELISE 4 1-075 10 i �I1-151 Y � �� 1-157 2_ 9 01 5� ,spa r t t � wt�.vnti'..�.h�'♦ J = 1-076 2 ^ 1-140 3 -EDMONDS� - e I r/ AFN w Q1 i oz t$ 01 1-136 1-135 Q1 17 l ?"5+s. 4 14 15,, 1'h i.la^A\'AVIS ,} 1 itt,id� �S? t/�i ` P }• + , R '. 1 o? '" ' 02 . 'a' `1 D- . ; 00 7 , 1-137 13 16 OI .4 ,+AVi•Yi,i'n,rl,4 1-139 ».�:.�.,,.- of ,�� X0201 ib. .02 I J 1-.138� 12 17 '1 5 03 ( s s 8 90216 ti Q1NZE i#.. ? ;.. Tg { ,.�: t, ,•.,., 2 } ,•,t+}•�• ;• j .,... 3 2 " PA-SNOHDM15H. %A PRO, fr ?+-•t•,•+s+,-ai->',+;,+st,:� ta.at,, ,0 Q 1...... 01 0 3 8R U 9 ."i" 231ST PL SVt/_ m... ..02U3 g 7 t 20 �E69j0445j45 11o (314) $ 01 2, 9 t 0201 02 iJ.• , ....._...ST.. .... ..I . _S! , I 06 02 p MOREOOUSE 04 03 a 2 w�,,,,,,�h r,.•r.,•r. 2 Q4 1 1 . SP 14915-85) A A" _ ,tq. ,,fir•... /,��, ,,i�; h- 02-- 3 2— D5 I I ao,•.,t,i., l x 3 l 063 r 3 n 3 • Bullis, Ann From: Lachlan Foss [lach@woodmanconstruction.com] Sent: Thursday, March 15, 2007 9:24 AM. To: Bullis, Ann Subject: Former Albertsons - Add Storefront Part 2 pt Recip Pkg -eement 800711000 Ann, Attached is a copy of the parking agreement information. Lachlan WOODMAN CONSTRUCTION 3 Lake Bellevue Drive, Suite 201 Bellevue WA 98005 425-454-3621 F: 425-454-6918 Lachlan Foss lachlan@woodmanconstruction.com 1 0 xA4 J' 01 y �'.:^;ts� �ir'��SL��r FwRlaltb Aal�ru rrr ... _1j `• !;i;�i t• ALC7PROCAL PARXING AOR. ' Is.sttls ince r.d ss of "cite -r�,►d"Y ot. 1979,` by:.ad &=us rraak T. wovchiw sod.'. "OUT A.- Wuschar, tuubatid 1&Ad altr J"Wnscber''j. Ubta Hood Lana, Ices, Fy? fir. corporal" (!'Robles Hood"), sad Albertson's, tae., a Deiaersrt corporation ("Albertraca'all. A. • Wnschetr• is the owner of that certain real-proparty locsted In the Giqof Edmonds,. Co"ky of Saobotnt:h.- Stitt of W"Wa ftoa, shone esti Parcels It and M on the MdUblt "A" attached beret* and mors particularly • y described inSahadulee t e,ad tl.- resp*cavoly. attached harsto. 8: Albartsoa'a hie: ► ib+aiahold estate In Parcel Ii under Shat Carta Ground Lease dated June 6, 1978,,.bet.ese Wuscher. as Landlord. and ;. rr , Albertson's, -as Ten"L conveyance* -Robin Hood hold* a'isa'iahold tnt*'riit In n o- : o,44,tned- y Parcel lII seder a Leaso'betwun Wusc"r, as Lessors, and Ed;ar Hermon - % and Kathartze Harmon, husband and wife. as Lessens; 'dated January 16. 1960, as amended .to date; D. The pardiss'"reto desire to establish mutual loeress.•agress and t pat lnS;easetusnta oYte the p&;rkiaY arca:s of Parcel ff and ffi "d to establish a use restriction on Partel`. M. .i..t T, . r e,t t f AGREEMENTS: NOW THEREFORE. in considarstion of -the mutual coven+nts contained . herein, the parties herste agree as follows:' L_ Woscher and Albertson's herebygrant to Robin -,Hood for the benefit Of Parcel III an easement for Ingress, egress and'Pxrkinz,orer the portion C>. ` of Parcel It not.showa aa."9uildio es''.on Exhibit A: subject to the rights CO of Shell 011 Company -and ,he Busick esignated "Kin�Siu•'„_a:irtint ,,, e r. Tenants af Wuacher on Parc•l.11. '. $ c C. xi +171117 (i1 � ~ 0 � i�' 006:1eiguriews OW tie apno 04rm6b4' OW - at hag" in A"'As OVAUW:AW OR AhUWA61 i"'Onesisimoo. Ossism"s, ON $*"immiss,. AN but* Wk&U Imm u ad mum de'll" US xg"�bm*t*-M*'vWdx ryeirt Saslow, ftmuse 000momablub I"" %a Im" WOOMA "-12 On-tlr?% duty -et vrzstr' 1979, baWer.atar tatrr I�sr the nadf:UJs�d Noa iu..aitd`los raEd �d►ef:- prsa�fltY sppsas�d T�atc J..�trc�r apd b�tlli'A. Wwcbss�. ttnowrtt o.ata to•b� hosZtaod'aad rtf�i A"Amman to taw 06 -ba thf &iCOil $Ctibad tf thi4OcrsmLo; :..riv"nebt. and'ackaowladpid 10 tiny. thMt the s>s+rcbW-1hf BAK ;a" &S Laftsvamaitt to thetutrestsad vnlydntar* act +ued chid loe;tbr:wrtt gird par- yoa40 tharaLa iataitsiwGd. • TnTN UTa"D Ma+3'atflciwl seahbotsto;athmd, for dap-acd Teas - la tis crrtiltcata tlrif above wrtttaa.' �i1 ottl�"f'�pitiht tot. ► i�. ~k BTAT=, or ' IO1dif7NCTCli'} On OAS 26 der of " ltov > . 1979. Warr nw.. the nndirslgned Nj= P041c 1w Mad tor-.rol'd=Stab. porsoeany appoarod :Vl'.MION I:.. Ad HIM' Eg1pt , Icuora.to no, to be tbs. - " PrrM Amt vid. ` : eecrwrtry . r z.apactii.lr. of R,obih , HCMA I:anes, lar- the cnrposadmi: i exscuzi the la i$oiar lnstraanaat. Mad aelmo,rlid d.t*-Me tW'Ld a aald lnatrnf►ratif tbe•araaand valvista �r act and dead of said ,cprporittoa,,- for tM'saaa "ao&porpaer theiolM abea-• . .tionwd..and od'osth atii�id tAat"t�.�►�"ars at�thoriud,ta .eats tlra..raid , La Ummsaat, and t1a t th* rail-4ffl ed le.th* cogwrati real of satd.corpora[da. V 2TX=S MY HMI). smd,* 4,al seal bauto: atfissd. the daj aad year, La thl@ ces•tlacata'Arot-aborti wittito. /! biz. eomr,+isaloa.:..r .. N r7r ptib c r tats of wifshingtot Reaming at tle .l� ti r Taac y-7-tioa of •tM YX k SU �t�. XXCi sovtioA 3f. ?., It. 2 E. ; ,M.�t. • 1A ;Z49'"l;vmtl, Maahingtas, dasoribrd" Me- e -t tthei10Yt�31Mat ; ofiitd, otat1d1r1s:CA� ,tlMOo* • 1�, tlsa 'sst .Z� of sa�tQ.,sv�di�i�t�10��Fo . earth f !felt th�oo e'10 S 1t •:0�, p�rallal to the snbdirieidc, 17i,50 east bl 100 � � `i�d Ito`, tt►s � ' J�►eew ttistt ; .teat _ Haar ; said- ssat w�rgia: 130.0' IICrth LhM, O� cth$" S'' M-1, on' �i = �r iM° i 'True PQisit of D".4"94t ,thimgo s 88'4`4!-17" _s, aica0 siid ; 3iAf�. to #iat lfas ,ol. th�l 111fs f�lf itr MM 4, `'9� ii ot: aRid:osotiogt t4no0:41 0�40'it• tr, alaeiq'ssld rsat lima ' `extsadfd, $0.00 tortl thence x 11*44'17• M 229, 7i _tastl:'a.Aae►w F 8 •0'51'04' W 22§6!2 fewto tM "r`t3 saz•gio of 23dt!► dtrwt_taf.1' thsao• x 88.41'5!" M, alagq' Baia swrth atia=gla, 109.1E tsiit to point. of- aoz`�ft, thfdoa wstsrll ._rlonq said. avrve huriaq .M[, r 1W , Of '360 foot, as aro dietaaos of 9'.1r9 faatt- thence -r 35*"#060 M 1t.64 ffft to t6r.fast- sargia. of 100th A'Vfnw.Wiwi .tbraor• . ; . - :8 0•#1'04' t, aloaq' said= feet sargia, se.69 • t..ftr tl►fmoe 'K : t�• _ • 41159' M 2.50 feet= tbAnoe' x• 0' 051104" 3 1.74. 81L. fest-, to the . Tow • POLAt of risQi�sato4. q IL 2885 . ; R; .10 . j e", That portlac of `tha XM ki XV %, Xt k,. • on. 3i, T. 27 X., . A. 3 s., WvX., Lalnohamish, Coaatr. Meshi sgtoo,' daaa#iLid_rs . i"" tt tlNe s►asthroat ,00 r of said Subdivj than" •. .. ' s o*3VO . W M. a•�l.plpq the vast: Ww ,ot raid sisbdivWoa, 210.00 . #qt t#saoo.p+irallal to t�-earth lino of`•,latd . ■ vUlco 37.30. foot . to .tc oast s►sspia. af::100tb:1►irronrr• Miatl thenos .d O'SL'01' M, •mll a said vast ss*rgLao '11l.,t3. feet to the.. nos A .of tbo i �!. WE' k; • Wf %1, _US,ic; of said •sadaonl ,baa d U a't�• l7' S, *law. said ma th l fee, ' 2!2'. � 2 fools to the trim ' :Poil►t o! . tbsaa0' oontia • 10��4 iT s, Ou" • said aosth L'e�r01toot to the carat ileo. of the' 23 foot of said 2 Iii , being the cast sarom of •fish • j►itiaas Mast, thasci si da20'21" Mi .ilo4 a, aid ewssrgia, 21S.0 teat to th* aosta:,l►rQla' of 230tlistssit slaw. i b�taq a, point an & • cusri,omtar of vhibb:beari X 3.37.30•.M -1.3/O. I* teats.thaaos wastarlr'a7opq said U&tqla- asi era distance' of l.li. 3.2 `fast to a point, of taaga,cj s thbs-a1'af!�i!390 M.. along said, oazyiny 316. l0 ;fptl _tbsnoe X 0453.,104'sx 232.12 ftetl 'tb*wm i 81'440 fl* 6 129.71 tNtl ttMdOr r0'�0 UV 2 :50.00 fast to the True point of eoaianiac: r.. If — �� FROM WATERMRRK PRESS 09.11.1992 15122 P: 2 Urnoods. WA SALES 'rAX ?' JUL 11 1980 glll►E � RECIPRQCAL PAit�iNG At3itSEM�FiNT 0► �� T IS RECIPROCAL >PARK1140 AGREEMENT to entered into as of the •1� • da of i^ � 6pr . 1979, b and among Frank J. Wuocher and y Q f` y BettyA. Wuscher, husband And wife ("Writhe r'• , LRjbin Hood ane. Inc. ? L a washington corporation ("Robin Road"). and Albertson's, Inc.. a Delaware e,;rporation !"A1t+tresan'a'q. r BAWAA A. Vuschsr to the owner of that etrtain real property loclI In the City of tdrnenda. County of Snohatnish. State of Washington, shown to r. parcels u and III on the Exhibit "A" attached hereto and more particularly described in Schedules 1 and 11 respectively, attached he rete. 4:= • $. Albertson,@ has a leasehold estate in Parcel II under that certain t. } •� Cround Lease dated June b, 1976, between W11scher, as Landlord. and I. .T . • t Albertson's. as Tenant. C. av rnense conveyances Robin Hood holds a leasehold Interest to f a parcel III under a Leaaa between Wuseher, as Lessors, and Edgar }Marmon ,.•• r Katharine Flarrcton. husband ►nd wife. as Lessees- dated Janwry 1�. i �`•:-. , ' 11U, as amended to date. > `i t D. The parties hereto desire w establish mutual Ingress. egress and S' �• .-4 � parking easettnents over the parking aeons of Parcels [f and III and to ercabtish a use rostrietion or Paret] M. , •. : . �Y E. - i:� eonclde:atioo of the mutual eo�enanta ce, NO ?1•iEAEF'OR , hcretn, the parties hereto agree as follows, �•�''' ' 1. wuscher and Albertson's hereby grant to Robin Hood for the benefit ' of Parcel IN an easement for ingress. tarots and parking over chic portion OBD '} of Parcel 11 net shown as "Build:n :ea•' on Exhibit A. subject' to the rights N += of Shell 041 Company and the basin designated "Ki4;0Sgerr". existing 'lenanis of %Vuschar on Pareel 806 711000 % at FROM WATERMARK PRESS 09.11.1992 .16123 P. 3 1001111111111 ., - !+ t om_ sad Lala xeo4 h"%y W.nt u slwrtam•s !se IN* h %molt a. Paola 11 sa esesamt tot. wam , .Dais and pukut ar c tmt pmu" or laseal III not sham alt 16*41"m uo its NALut A. 3. 21L& A6Tiessst sad'US Wwrnts. OweLOU. lreettlst:Lsns, , bwetttd wd ebllgptlams at•M•tal Airsty *MU 1=0 to the D1Mtit of add be blodl" upam the parties Asrst0 rAd taut avleesattrs sae 6"44M. 0. VUA parkmc Av"N"t {hall 04ounw Dearsm tae 44" umm `' yatsisa. acid thW respwuv* s1lDomews w Gulps so 10" er ,A1UW%raa•e ;h ' ~ r or %h*Lr aLQC6J&cn Or ste3pu EOetl6ue to lw+. tAe LaA4 referred t0 to .�• this a,Reeaan :rat #%wtars of their sueoesows of s•sst4W, 1 . 1Ci:�CITJ sa of tas WS fL"L sbvre rrltdo. ! _. �: ! ' ••. ',� .� res. ty+C. �• ti • ' l t , 1 _ ie• h0slaent4, �.i..�...•.- • %��1i:. �.e._ Gl is r . v �, 1. I • •• 1litty'v 400ba'Mert4rJ ` 1' j 7 j ALWDI bLm lame uc: sttCA 1 at a jJA •�. h' •i .�..�. ��_.�_��. _.._ �� .�.�....��.....�.....w.��.r�t.. ... .. _.. ... .... ....... w� • ,r-.�.�. ... ...• ...mow • '�� 8007110008V6L 1674 - 2881 �r�4•� jr - 7 FROM.WATERMARK PRESS • 89.11.1992 16,24 -'FTATr. or L�•'a`ffi i County of N ) Oft thl l'AL7 of 6740X!O- 19?1, before mg. the undersigned Notary Public int and for said Stats, personatiy appeared Rank J. Wuscher and Heity A, Wugcher, known to ate to be husband and Wife, and k+to.tfn to tate to be the pi coos whose signatures are subscribed to the forsgoing ?: instrument. an acknowledged to me that their executed the game, that the instrument is air free an4 voluntary act and deed far the uta• and pur- poses therein n6ationad. s W1'TNW3 14Y HAND and official real hereto affixtd. the -day and year '• ;' in this eortlfleste first above written. .� lyy coaunission- expires:. •d { an+, i.� Notary Public for. ^Ss-ssF ea. Residing at oa r*rle. 1 + STATS OF ti'SQSNG1�Oti ) a: t as. i r County of INC 1. On this 14 ;day of November 1979. before roe. Lb* undersigned Notary Public i` and for said State, personally appeared VMOM E. SNOW ._ tied N2LTi tAtGs+ . known to rm to be the PrexiAer*t f and wr t&_r_V ... respectively, of Robin Road banes, lac . the corporation that executed the foregoing instrument. j and atknov/ledged to me that the said instrument to the free and voluntary act aad.deed of aid corporat;or., for tat uses attd purposes therein men• t tianed, and on a th stated that they are authorised to exeeuts the said ?"t instrument. and t!a t the seal affixed is the corporate seal of said corporation._ i _MITNESS.M C.HAN.D..and.offlCtal.seal hereto aflixed..,the Aay,aad .y.sar._......_ .._ in this cartifieatp first above written. May eommiosion 1fexpires; i N4firy Public fbitate of Washington 7 - "F j- - — Resiling at rsobetle 1300 /110008; rot ! 6% P. 4 Z I nn f/3: t%r1aC'1 OCOT rt.r on7i1 T7'7T 7R/0T/Rn FROM WATERMARK PRESS 89.11.1992 16824 P. 5 ION • w:,f " STATz of i DAHo ) fottnty of Ala r On Chi aY ot,{y 't—! 1979. before me. &he.undessigned 1� .y notary Pgbl a In and tar said State, personally appeared Mtehaei:r. Routing, i' &Ad Minnie . Armstrong. known to me to Us the Vice President and Qenetsl Counsel and the Sacrew.-V. f9$p.euv41y, of Albertsonts, Inc.. the corpora- tion tit&t ex icute4 the foregoing Instrument. and aeknowiedged to me that the said las rumont is the free and voluntary act and deed of said corporation. for th* rises and purposes therein rnentionod, and on oats, stated that they are authortsied to axecuts etre said instrument, and that the stat affixed is the eorpert• a seal of said corporstion. ' WITI S8 MY ii1 ND and offieial ectal Lereto affltced the day and year !n dtis Corti'/Cate first &bow Written. •: ;C �lon expires:AL Notary Pu U6 los da%ho c , .�r,•a % wow Residing at Seise, Idaho w � [ •f ti 1w 1• t.i t.� =raj' 1 +,`.c•'r: . a r i •a. .. ;0ihi •R .. I' Lt 8007110608 167+.• 2883 Ran D. 99RT S6£ R074M - ZVZT 96/91/80 RQX Telecopier 701.7' 1-27-92 90.34 AAu kocoWol No" K.tu a To: Matt C. Wolr $soil U.% P..K, E+,M. WS S.UGVUG. w..$beto. 92007 '0 206250"919 'PAP DECLARATION OF TION 1 JiLbING AREA 1 206 828 6899;# 1 FRANKLIN-EDMONDS L.P., A Callforttla Limited Partnership ('Franklin'). Is the owner of Parcels A and S, more particularly described ors Exhtbit A attached hereto (collectively 'Property'). • 1. jd{Ud;gg n. Franklin does hereby declare and establish the easement hereinafter act forth subject to which the Property shalt be held, transferred, and conveyed by Franklin, his successors and assigns. This easement shall run with the land and is for the benefit of and shall be binding upon the owner of each Parcel, or any part thereof, and the heirs, assigns, successors, and devisees of any -such owner. B 2. &fthidpar. For the purpose of this Deciaraclon, the term "Remit Pad Building' shall be deflued as the single -story building of approximately 7.315 square feet now or rig hereinafter existing or established on Parcel U. 3. MulUd fo�nls: Franklin hereby establishes in favor of and grants and conveys X to the owner of each Pared and the lessees, sublessees, licensees and otherttts occupaof the ! 's g Property, and their customers, contractors. employees and Invitees the lbilowing easement: n a� (a) A mutual, non-exclusive easement prohibiting construction of any permanent = Above -ground building structure for a distance of twenty-one Feat (11'-0') surrounding the boundary of Parcel B. 4. QAflk*. Zoning ordinances, building codes and regulations, and any other governmental` restrictions and requirements shall be observed. In the event of any conflict between the'Declaradon and any such governmental codes, regulations. restrictions and requirements, the more restrictive standards shall apply. Any approval of Franklin required in this declaration, does not in any way relieve owners and occupants from obtaining approvals required by any governmental body having jurisdiction. S. Enforetmtol, Enforcement of the provisions of the Declaration shall be by an appropriate proceeding at law or in equity against any person, corporation or other entity violating or attempting to violate sold provisions, either to restrain such violation, to enforce liability, or to recover damages, or by any appropriate proceeding at law or In equity against the land to enforce any lien or charge arising by virtue hereof. Franklin shall not be liable for enforcement of or for failure to enforce said provisions and failure of Franklin or of any owner or occupant to enforce any of the provisions of the Declaration shall In no event be deemed a waiver of the right to do so thereafter. b. j isw and obutothns of Lenders. The charges and burdens of the Declaration are and shall at all times be prior and therefore superior to the lien or charge of any mortgage or deed of trust hereafter placed thereon. However, a breach of any of the easements, covenants, restrictions or conditions thereof shall not defeat or render invalid the lien or charge of any mortgage or deed of trust. The superiority of the Declaration shall be LIMITED to the extent that title to any property acquired through sale under foreclosure of any subsequent mortgage or deed of trust effected by powers of sale, judicial proceedings, or otherwise, shall be subject to all the charges and burdens affecting the property by virtue of the Declaration, but not any liens filed subsequent to the date of the mortgage or dead of trust. ; VOL. 2524pw28"5 , 9201240061 • - , -•• t. • ` '' .�-:•:� • ' 'fit X Telecdpier 7017; 1-27-92 ;J35 ; 2062592819-+ 1 206 828 6899;# 2 7. 2yM&n, Mfo lllooti n cnd TerRrimWon. The conditions. covenants, restrictions W easements set forth In the Declaration shall runwith and bind the land within the Property and shall be and remain in effect, and shalt inure to the benelit of, and be cnforceabie by Franklin or the owner of any parcel. their heirs, successors and assigns for a tarns of fifty (50) years from the data the Declaration was recorded. The Declaration may be amended by Franklin, acting alone prior to the transfer of title to the -Prop" provided for hereof, by an Instrument in writing, properly executed. acknowledged and filed with the Snobomish County pepamneat of Records and Elections, but such amendment shall not deprive any owner'& or occupant's rights to we its Farce! for purposes consistent with the Declaration - g. Disdahnen Franklin will not be liable to any owner. occupant or to any other pay Mor daunages, losses, liabilities or expense; suffered by reason of a mistake In judgment, negligence, or inonfeasance a isitng in connection with any eppr'oval, disapproval or nonfeasence arising in connection with any approval, disapproval or any other action in connection with the Declaratlon or non enforcement of any of the provisions of the Declaration. 9. gem frame abflbr. Franklin and owner or occupant shall be bound by the Declaration only during the period such parson is an owner or occupant, except as to .. obligations, inabilities or responsibilities that accrue during, said peclod. Although persons may be released under this paragraph, the covenants, conditions and restrictions in the Declaration shall continue to be benefits and servitude's upon the Property running with the land. 10. &t a Public Dedice on. Nothing contained herein or in the Declaration shall be deemed to be a gift or dedication of any portion of the property to tate public of for the general public or for any public purposes whatsoevcr. DATED this -7— day of January, 199 STATE OF WASHINGTON ) COUNTY OF KING On this day of January, 1992,before ma, a Notary Public 6 and for the State of Washington. duly commissioned end rNotn, personally appeared MARK C WOLF. to nne known to be the individual who executed the within and foregoing Instrument, and acknowledged 04 said insuumaat to be his ince and voluntary act and deed. for the uses and purposes therein maationed. WITNESS my hand and ofrtciat &cal the day and year in this certilloate above written. .•`a � MCN% ` t• • N T Y BL n and for the Sta W of n . tea+ t,t 'din� at Redmond 6,1 }res ,�: .• vol. 2524PAGE285C) °;�..2—.-•02U124Q 06.1 X :Te i ecop i er 7017; 1-27-92 ; ' 36 ; EXHIBIT A r, SCHEDULZ C 2062592819-+ 1 206 828 6899;# 3 POLICY H0. 36006 PARCEL A THE LAND REFBMD TO HEREI14 IS Oy SH AND xBZTUhTED TE of DEgCRIIIL"D A6FOTiltLLOWg NASHZNGTON, COUNTY OF BNOH enoinG at the Southwest corner of Section 29, Township 37 Comms Mast W.H.1 North, Rayne � the wast line o! e�,id 9activti Thence 14*rth 1'11�1Oa Wsat along azCin a! the 132.09 29, a distance of 25331 .6 the Southwest feet tooqu lino f 1 e 'Southwest haat at the Vogt quarter of th®i Southwest quarter of said Section 291 e Vast, bgit+g 30-01 feat to Thence South 89'34104" East along said South lith• TRUZ VOjNT of the Easterly margin of 76th Avenu a3GYNNxNQ of t land herein deearibadl the Tract amargin, 3.32.15 Woet along said $astnxlymazgin with the Thence North 1.1"2" fact to the intareeotion• of $kid_ $eatarly 700.Og Easterly margin. of U.S. Highway 991 max in, The North 2't'16'-57" East along 4trt9•wyt q feet to the Southerly margin vt y Thence South 89.31'39" East along acid g , Bl= Itnargin 327.63 foot to the Northwesterly Corner ° toZjOpl � thereof recoxdad in VALLEY "DITION • NO• on p°ege dig zcaorda at enohastirh County. volume 15 of Plate, of esid Washinytonl the Wasta>'ly boundary Thence South 0955130" East along extension BERG'S SUN VALLEY ADDITION Nv. 8 and til• •aouthsrly Block 3, thereof 790.36 footto the eplat thereof r oozdad east oorner ofr int Volum* 14 of OLIVER PARR, ncacsrd g Washington 1 South lins of said Lot 5, _Plate on peQe 75, records of 6nvhomieri County, the Thenoe north 89's6137" bleat al*nenjohnthe ther6cf, 333.Zg feet to Block 2 and the waet•rly *Xt Blook 3 of said pj AT Off' OU Southwesterly corner of Lot 5, PARKI the west line of' said Lot 5 Thence .Horth 1.03'16" went• along IIloak l� art•r of the a distance o! 23a1f ofeat! the said Southwest quo the North 133_.00 feat of the west heouthwea>: gasrter of said section 291 Southwest Quarter of the• avid South Thence Horth 89134104~ wast along lines 93'•31 Eesti Thence North 1'1110x•" Wast, 60.00 feet1 15v.00 Thenoe Borth 89'3404" west: Parallel td said south Lina. feet; 02 Enst 60.00 f8et to the najd , 60.00inel feet to Thence South 1' 11' 0 " 4' `4sst along said South line. Thence North 09 34 04 the TRUE POINT OF BFGINNYNGI ton. Situate in the County of Snohomish, Stet9 of Washing �. 1 � ` ! � �� 061 � � $ND OF SCHLDOLE G `' t) �e ry 2V 1. page 8 Of 6 VOL. 2" 524PAGE28tr! r a• . .tis: •,-• r J X -Te Ieco pier 7017; -.27-92 �37 20625928,19-+ 1 206 828 68994 4 F/W 0014V ' t0. RF.CU:'., ' *92. A24 P10:17 SEAN v w11 LIAM;-...�,; MHOMISH COUN; JEPUtr ..- ORDER NO- 360SS ?ARCEL 11 ' 'BINDER IN.HE I AND REED COUNTY I QFI SN 1 OMIStl,N AND n2�4D LSCR�Z SD SAO TE )g WAS11INC . . Omows rhnt portion of the Southwest quarter of the oSouthwewnhipst arter of Section 29,quarter of the Southwest- dascrib d a8 follows! T yorth, Range 4 East, W.M., Covannoing at the Southwest corner ofthe Vest Section of said Thence North 01 li OZ West along Section, 533.66 leaf to the South kine of the North 132 tact of the west half Southwestfthe quarter: Southwest quarter of the Southeast quarter of the "Thence South 89'34'04" East 90.01 feet to the TRUE POINT OF 8EGINNZNGt Thence continuing South 36a0fe East 150 feetf ThenCa North 01'1110211We9t 9'74'p4" west 150 feet: the TRUE Po1NT OF Thence North 8 Thence 5ovth. 01'11'02" East 60 feet to x BEGINNING. • Situate in the County of Snohomish, State of Washington- , c r VOL, 2524PAGE28r8 9201240061 t1z 1-4 v" 1 From NUJ Comm, Real Estate Serv. Inc. .. • After Recording Return To: 'dark C. Wolf 15015 Main Strcct, Suite 203 .Bellevue, Washincjton 98007 PHONE No. : 206 746 6595 Jan.27 1992 10:35AN P02 • 191 DECLABATION OF EASEMENT9#0520 RECD F 12.00 THIS DECLARATION is entered into as of this_ day of August, 1991 by FRANK=N-MbXo2408--L.P., a California Ii ited partnership ("Franklin"). A. Franklin is the owner of Parcels A and B, as more particularly described on Exhibit A attached hereto (collectively "Proparty"). B. Franklin wichos to establish ocrtain easements over portions of Parcel A for the benefit of Parcel B. NOW, THEREFORE, Franklin does hereby declare and establish the easements hereinafter set forth subject to which the Property shall be held, transferred, and conveyed by Franklin, its successors and assigns. 1. Definitions. For the purpose of this Declaration, the term "Parking Area" shall be defined as all paved parking areas and p ingress and egress ways now or hereinafter existing or established LO from time to time on Parcel A. The Parking.Area shall be subject to easements -'for the .construction., installation, maintenance, removal, use and replacement of utilities, either now existing or O7 hereafter granted by the owner of Parcel A; provided, however, that the location of any utility easement shall not interfere with easements granted herein. 2. Easements. Franklin hereby establishes in favor of and grants and conveys to the owner of Parcel B, and the lessees, sublessees, licensees and other occupants of Parcel B, and their customers, contractors, 'employees and invitees, anon -exclusive easement for ingress, egress and passage of pedestrians into, out of, on, -over and across the Parking Area on Parcel A; an exclusive easement for the parking Of twenty five (25) vehicles in that Portion of the Parking Area on Parcel A at the approximate location depicted by crosshatching on Exhibit B; and an exclusive easement ,for the construction of up to two (2) trash enclosures on Parcel A adjacent to the building to be constructed on Parcel B, but not in excess of three hundred sixty (360) square feet in, area, in the aggregate, together with - a non-exclusive. easement for access thereto and egress therefrom. 3. Maintenance. The owner of Parcel. A shall maintain and keep lighted during the hours required under leases of Parcel A the Parking Area located on Parcel A. which maintenance shall include cleaning, including. snow removal, sweeping, spraying and litter 2049/001:08/12/91:MSC546 DECLEASE EXCISE TAX NOT REQUIRED King C0-9000* Djvision From ,4w Comm Real Estate Serv. PHONE No. 206 746 6595 Jan.27 1992 10:36AM PO4 pickup; repairs and maintenance of the surface areas, including repainting parking stripes and directional .graphics, and resurfacing and repairs to abutments; and repairs and maintenance of signs,, directional devices and .lighting standards, including cleaning, painting and replacement. The owner of Parcel B shall reimburse the ownor of' Parcel A for the formel's share of such maintenance and lighting coats on a monthly batsia within ten (lo) days of the receipt of an invoioa therefor. The Parcel B share of such coato shall be in the ratio that the area of the building on Parcel B bears to the area of building on both Parcels A and B. q. Taxes. The owner of Parcel A agrees to pay or cause to be paid prior to delinquency, directly to the appropriate taxing authorities all real property taxes and assessments which are l"V ied against the Parcel A Parking Area. S. Indemnity. Each owner of each Parcel shall indemnify, defend and hold the owners of the other Parcel harmless from any liability, damages, expenses, causes of action, suit, claim or judgment arising from injury to persons or property occurring on the first owner's Parcel, except to the extent caused by the act or neglect of' another Parcel owner or its tenants, employees, contractors, guests or invitees. 6. Liens. The owner of Parcel B shall not take any action which will result in the filing of a mechanic's or materialmen's lien against Parcel A. co 7. i .2KVgment - (Na) Enforcement of the provisions of the Declaration shall be an appropriate proceeding at law or in equity against any person, corporation or other entity violating or attempting to violate said provisions, either to restrain such violation, to enforce liability, or to recover damages, or by any appropriate proceeding at law or in equity against the land to enforce any lien or charge arising by virtue hereof, as provided for more fully in paragraph 7(b) hereof. Franklin shall not be liable for enforcement of or for failure to enforce said provisions and failure of -Franklin or of any owner or occupant to enforce any of the provisions of the Declaration shall in no event be deemed a waiver of the right to do so thereafter. (b) If an owner or occupant fails to comply with the provisions of the Declaration, Franklin may notify said owner or occupant of such conditions, in writing, and if it does.so, shall detail, in writing, any and all work which must be performed by said owner or occupant to bring said Parcel into compliance with the provisions of the Declaration, and Franklin shall allow thirty (30) days, then in that event Franklin shall,'in addition to.all 2049/001:08/12/91:MSC546 - 2 OECtEASE .rom NLJ'Comm Heal Estate Serv. Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:36AM P03 other remedies it may have at law or in equity, have the right- to perform such obligation on behalf of the de:faulti.ng owner or occupant -and be reimbursed by such defaulting owner for the Cost thereof with interest thereon at the rate of eighteen percent (18%) per annum, but not in excooz of the maximum rate then permitted by law_ Any such claim for reimbursement, together with interest, shall be a secured right and a lien shall attach and take effect upon recordation of a claim with the Snohomish County Department of Records and Elections. The lien shall attach from the date of recordation in the, amount claimed thereby, plus costs of enforcement including attorneys' fees, and it may be enforced in any manner allowed by law for the foreclosure of lien. Notwithstanding the foregoing, such lien ,shall be subordinate to any mortgage or deed of trust given in good faith and for value now or hereafter encumbering the Parcel and any purchaser at any foreclosure or trustee's sale (as well, as grantee by. deed in foreclosure or trustee's sale) under any first mortgage or deed of trust shall take the Parcel, free and clear from any such then existing lien, but otherwise subject to the provisions of the declaration. The failure of Franklin to insist upon the strict performance of any of the promises, covenants, conditions, restrictions of agreements herein, shall not be construed as a j waiver or relinquishment for the future breach of the provisions 'hereof. a g. Ri ts and obligations of Lenders. The charges and burdens of the Declaration are and shall at all times be prior and therefore superior to the lien or charge of any mortgage or deed of ri trust hereafter placed thereon. However, a breach of any of the easements, covenants, restrictions or conditions thereof shall not defeat or render invalid the lien or charge of any mortgage or deed .of trust. The superiority of,the Declaration -shall be LIMITED to the extent that title to any property acquired through sale under foreclosure of any subsequent mortgage or deed of trust effected by powers of sale, judicial proceedings, or otherwise, shall be subject to all the charges,and*burdens affecting the property by virtue of the Declaration; but not any lien filed under terms of paragraph 7 hereof subsequent to the date of the mortgage or deed of trust. 9_ Duration Modification and Termination. The easements hereby granted, the restrictions hereby imposed and the agreements set forth in the Declaration shall run with and bind the land within the Property and shall be and remain in effect, and shall inure to the benefit of, and be enforceable by Franklin or the owner of any Parcel, their heirs, personal representatives, successors and assigns and persons claiming -through or under this for a term of fifty (50) years from the date the Declaration was recorded_ The Declaration may be amended by Franklin, acting alone prior to the transfer of title to either Parcel A or Parcel B by an -3- 2049/001:08/12/91:MSC546 DECLEASE r J From : NO Comm -Real Estate Serv. c. PHONE No. : 206 746 6595 Jan.27 1992 10:37AM P05 instrh.lmRnt in writing, properly executed, acknowledged and filed with the Snohomish County Department of Records and Elections, but such- amendment shall not deprive any then _existing owner or occupant's rights' to use its Parcel for purposes consistent with the Declaration. 10. severability. Invalidation of any one or more of the provisions of the Declaration by judgment or court order shall in no way affect any of the other provisions hereof which shall remain in full force and affBct. 1].. Disclaimar_ Franklin will not be liable to any owner, occupant or to any other party for datmages, losses, liabilities or expenses suffered by reason of a mistake in judgment, negligence, or nonfeasance arising in connection with any approval, disapproval or nonfeasance arising in connection with any approval, disapproval or any other action in connection with the Declaration or nonenforcement of any, of the provisions of the Declaration. 12. Release from Liability. Franklin and owner or occupant U shall be bound by the Declaration only during the period such person is. an owner or occupant, except as to' obligations, 9 liabilities or responsibilities that accrue during said period. 2 Although persons may be released under this paragraph, the )p covenants, conditions and restrictions in the Declaration shall .=� continue'to be benefits and servitudes upon the Property running With the land. 13.. Reservation. Franklin reserves for himself and the successor owner of Parcel A and their personal representatives, heirs, assigns, lessees, sublessees, licensees and other occupants of Parcel. A,'and their respective customers, contractors, employees and invitees the right at all times and for any purpose to cross and recross at any place of the Parking Area and to use the Parking Area in any manner that will not materially interfere with the rights granted to the owner of Parcel 8 hereunder. 14. Not a Public Dedication. Nott the Declaration shall be deemed to be a portion of the Property to the public for any public puT ses whatsoever.DATED thisday of August, 9,Aj n ontained herein or in if or dedication of any fo the general public or L r Wolf, Pfanaging/G,eneral Partner /Z -4- 2049/001:08/12/91:HSCS46 DECLEASE STATE OF WASHINGTON ) • ) ss. COUNTY OF- _ -16A'< ) On this k day o>` August,.iggi, before me, a Notary Public in and -for the State of Washington, duly commissioned and sworn, personally appeared Mark C. Wolf, known to me to be the individual named in and who executed the foregoing document, and acknowledged to me that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. ti 0 OECLEAHE -5- 2049/001:08/12/91:MSC546 . I certify that I know or have satisfactory evidence that the person appearing before me andlmaking this acknowledgment is the person whose true signature appears on this document. WITNESS my hand and official seal hereto affixed the day and year in this certificate abo writte J. �k - NOT X PUBLIC in and for t State -~ �`�,OCKyq�9+++, pox a ,� l 1 Washington, residing at' H c �y � V'= �* s xf,,��;�., +i� My commission expires - N (� i 4A� Q^t A R %u 1Cl � �+• �`� LD4 rH� co r' 'W AUG- _ �� ~ ti 0 OECLEAHE -5- 2049/001:08/12/91:MSC546 N O co IN EXHIBIT A SCHEDULE C POLICY HO --36006 PARCEL A HE STATE THE LAN D REFERRED TO._ HEREIN N SI TUATED IN' T OF DESCRIBED-ASFOLLOWS'- WASHINGTON COUNTY OF SNOHOMISH AND X a t the Southwest cornar of Saction 29, Township 27 commencing North, Range 4 Last► W.M.1 Thence North 1'11'02" West along the West line of said Sect on 29 , a distance of 533.66 feet to the South quarter of f the rSouthwest feet of the West hal f °f tarterhe uOf said Section 29; fee -t to quarter of the Sout es East along sAid South line, 30 TRUE1PoYNT OF Thence South 89-3410411 being the Easterly margin of 76th Avenue West, BEGiNNxNG of the Tract f l ndalherein id sEaeter�Y or margin, 132.15 Thence .North 1'11'02" mar i.n with the feet to the intersection-- of said Easterly g Easterly margin of U.s. Highway 99; Thence North 25'18157" East along saidreet is W y; margin,.700.08 feet to the southerly margin of 224th 9 • , „ said southerly margin 327.63 Thence South 89 31. 29 East along Block 1, BNRG'9 SUN feet to the Northwestezly corner of Lot 1, in VALLEY ADDITION NO. 5, according to plat thereof itsh c ed g of Plats, on page 55, records of 5nohomiah county, Volume. 1 of said Washington; the Westarly boundary Thence South 00,5603011 East along , and the Black 2, BERG'S SUN VALLEY . -ADDITION NO • fast canner of tLat l 5 , Block 2 , thereof 790.x6 feet to the South in OLIVER PARK, acaordinq to plat thereof raaorde Washington;. 1.4 0 plate, on page 75, records of SnohO%ish County►said Of North 69'36'37" West along the South line 8 feet tot the Thence OF . OI.IVER Block 2 and the Westerly extension thereof, Southweatarly corner of Lot 5, Block 1 of said PLAT Lot 51 PARKI 6 West along the What line of eaithe North Thance North 1'03'1 " SQuth Block 1, a distanbe of halfa.35 o f the as deet to e uhwe tnquarter of the 132.00 feet of tho West hall a sY °£ said Section 29 Southwest quarter of tha Southwest qu 93,31 Eesti Thence -North 89.34'04" wast along said Routh line, Thence North 1'11'02" West, 60.00 fast:ine, 150.00 '1'h©nce. North 89 `34' oa" West pazaildl to said South 1 feet; et to the said South line; 'Ihenco iouth - 1' 11' p7" E W st a. 0 ng Enid South 11.rie, 60-00 feet to Thence NPxth 89 34 04" the TRUE polti-r al.,BEGINNTIM; County of Snohomish.. State nf. 14ashington. situate in the END OF SCHEDULE C Page 6 of 6 ORDER NO.: 36058 PARCEL B IN THE THE LAND REFERRED TO �N OFS BINDER ISN HOMISHN AND AVSD D SCRIHED AAS OF WASHINGTON, COUNTY FOLLOWS: ortion of the Southwest quarter of the Southwest quarter of the Southwest That P quarter of Section 29, Township described as follows: North, Range 4 East, W.M-, Commencing at the Southwest corner of said Section 29; Thence North 01,11102" Weout West Sl nealong thof Wthe North 13 feet Section, 533.66 feet to the of the West half of the Southwest quarter of the Southwest quarter of thct Southwest quarter; Thence South 89'34'04" East 90.01 feet to the TRUE. OF BEGINNING; in+j South $9'3410411gal.;t 15U feet; Thence continu Thence North 01.11.'02" «est 60 (Asti Thence NorUi 89*34,04" West 150 fAet; Thence South 01'11'02" East 60 twet to the TRUE POINT OF BEGINNING. Situate in the county of Snohomish, State of Washington. qpw WHZ7-:0I Z66T LZ'uef SGS9 917E 9OZ '°N 3NOHd 'Ouj allels3 IL-% 1w00 MN wo id k�-IBIT B 224TH 5TREET S.W. -14 hy 1 ` 1 fi Tm W \\\ , �x 1 • W, x- r. is a na.o W All, COUR113SY ROCCORDINO ONLY.. - NO LIABIIXff FOR-VALMOY AND / OR ACCURACY ASSUMRD BY FIRST AMMCAN iTnB IMURANCaD ME W Y _ 41 OF E U't,r RECEIVED JUL 2 9 2008 ENGINEERING DlViSioi� 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 -FAX: (425) 771-0221 STKHT FILE *PERMIT MUST BE POSTED ON JOBSITEX STATUS: ISSUED ENG20070632 401199107= 1 Permit Number: ENG20070632 Expiration Date: 4/9/2009 Job Address: 9803 EDMONDS WAY, EDMONDS Location: APPLICAW CONTRACTOR PCC NATURAL MARKETS WOODMAN CONSTRUCTION, INC. 7 BLUEFISH PLACE SUITE 500 3 CAKE BELLEVUE DR. #201 BOSTON, MA 02114 BELLEVUE, WA 98005 (425)454-3621 LICENSE #: WOODMC116706 EXP: 1/5/2009 1:2115�.1411MOINC11► FRONTA(E IMPROVEMENTS AND TRAFFIC CONTROL ON 100TH PER APPROVED PLANS-BLD200781181 DISRUPTION 1' I ASSESSED VALUE: $0.00 PROPERTY AREA: 0 SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 ) PARKING: ( 0X0 ) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0.00 ALLEY: ( 0X0 ) DURATION IN MONTHS: 0 FEE: $0.00 INDEAINITY- The Applicant has signed an application irhich states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. TIIECONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA'IFRIALS FOR A PERIOD OFONE YEAR FOLLOWINGnIEFINAL INSPECTION AND ACCEPT\NCEOFTIiEWORK. • Traffic Control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possesion. • Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday- NO EXCEPTIONS. • Three sets ofconstruction drawings of proposed work are required with the permit application. CALL DIAL-A-DiG (1-800424-5555) BEFOREANV EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 110 UR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS THIS APPLICATION IS NOTA PERNIITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PRONMED. Printed: Monday..luly 28.2008 REL SED BY DATE FILECOPY 0INSPECTORCOPY APPLICANTCOPY STATUS: ISSUED ENG20070632 • Restore ROW to City standards • Restore Landscape to like or better conditions. • Conform to approved working drawings and Traffic Control plan. • Maintain erosion & sedimentation control. Keep street clean. • Construction hours are Monday -Friday 7am-6pm and Saturdays 10arrr6pm No work on Sundays or Federal Holidays. • Call for required inspections as noted. • E -Traffic Control • E-Garb/Gutter Form • E -Sidewalk Form • E -Engineering Final PARTIAL INSPECTION PARTIAL INSPECTION FINAL INSPECTION APPROVED INSPECTIONS DATE: INITIAL: NOTES: DATE: INITIAL: NOTES: DATE: ZO 10T INITIAL: E. S AREA OF WORK (THIS PERMIT APPLICATION) LANE TO BE OPEN FROM 5PM-5AM ORANGE CONES AS — CHANNELIZING DEVICE TAPER LENGTH --150'-0• RST CONE TO START ORTH OF CROSSWALK 227th PL SW I T I SI —LK CLOSED II END ROAD WORK I o PEDESTRIAN BARRICADE PCC MARKET PERMIT# ENG20070632 PROJECT ADDRESS: 9803 EDMONDS WAY EDMONDS, WA 98020 APPROVED Ag NQ'f EQ gY IFNGJ� ERINQ Date:/ -> p VE, SDEW,W(CLOSED InC `nIV i V U CROSS MERE ' d PEDESTRIAN BARRICADE AD g WORK CL AHEAD 2 n O B 1007 � L ON NB 100TH AVE W °_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ e_ _ _ _ _ _ _ _ --------- RECEIVED ________ RECEIVED PCC MARKET DRIVEWAY MOD. -TRAFFIC CONTROL PLAN IJtJI 28, 2008 WOODMAN CONST., INC C,11 ��D?�lo O g D 8 Al j PLANNING DATA -- Signs --pyVPO � S SxIZ -ryu ►dl s f Pei are 11 STREET FILE & o'P V Name: PGG Natuyal Maywet s Date: Site Address: q S O 3 Edvv% DVnd 5 W0,y Plan Check #: BLD -200%- 0+2.0 Project Description: ba nneirg + 3 wr-a+0erv4v1 eS Reduced Site Plan Provided: (YES / NO) Zoning: l3 N Comprehensive Plan Designation: GO VIAMkA� -N (,p M VV-,-e� a l Map Page: Corner Lot: (19NO) Flag Lot: (YES / 19 ADB File # (or date waived): A91).1/V O $ • ($ -j yet. M tq , y\1JJn ufts TOTAL Areaer T e- of Type of ' Allowed in Matrix conditions. Allowed area per, "Unit TOTAL sign area Proposed Sign. ';zone? met? unit allowed for sign area this sign 4 Example Wall w/interna/ Yes, with conditions yes > sq. RAA/nea/ ft. attached 41 it. attached wall at a 41 square feet 20 square feet feet illumination wall Sign #1 Wall W' N 15 X I Z ( Ivl+c vvtal y c y �es Q�'' (1-31 1p Walt MUM--) g�,InOWIN prvjecfin 9 Sign #2 lV%+tA1VAA 3(p 5 DkA-M Illuwl yec� i e 5 u � (I�.•q monuw+ex► actu a l Sign #3 Irl1CYYlp 3f!D wcy+ illuvh yey Yc5 * �I�•q rnor►urnenl' a ctu a I TOTAL Sign Area for Tenant/Site Max Permitted: 3 P��revious Total:Proposed Total: Si n Height Sign Type: VVa II Max Permitted: 61zkI Actual Height: b1613 Pey A0 Sign Type: M Mt&yln*,+ ( 5) Max Permitted: (p Actual Height: (D 1 Sign Type: m O Yl UI n*q W) Max Permitted: (p I Actual Height: (0 1 Sign Lighting Sign Type: All -- Proposed: V%+T ,W41 Allowed in Zone: Yt 5 Sign Type: Proposed: Allowed in Zone: Sign Type: Proposed: Allowed in Zone: PLANNING DATA -- Signs 0 K=FLE Si n Colors Proposed: 1 Acceptable? Requires ADB Approval? Si n. Location If freestanding and 34eet or over (unless,a fence)•meets setbacks?+ AT 8 Required Setbacks Street: Side: Side: Rear: Actual Setbacks Street: Side: Side: Rear: • Landscaping for .;Freestaridiin Si ns .;... Size: �' • 3% C) ea C, (/1 Location: Critical Areas Determination M q 2. 0 12 2Waiver f-SY eaten yyt4" Au ❑ Study Required t'✓1/"Gl • -- Waiver Other :1yyr,nc.l lnlr.u:ud lu IIIc u,nJitiwls ul nDlt-`u�1\.I S: I � ' `t I) 175 x111a1P Ilhil IIe1S Slpl aCCM ,„I Cil C. ?I Mae 7 1}ce4:nuline .i�l<nn site at Iht I'nllowin, Irv:alions:: oulh ally-, SN',,,m�l. and west entry. I AI:1\IlelC'Ia nl'wP�I AIIII 111'cl � �' �' i Vll l�!', h;;l\IICI�11 l+1'C:Lc1 ::ILI1��1'Y". 111 lllic nlgtlicalloll. IIIC aPllllC'alll IY.1.' h1'.Cn 1„ I Y t' al qd)' l", :1 ♦.�11iC1 ^I ll, .Ill,l 111 d,nn� ".' �wlldl 1110 C!atn•1' �I>�1 � +� a t e % 1I �', wllh the .1.111111 CIIt"'gp'. It in lk 11M.” A :'iw i1-111C.'1ed. IIIC Ills\ hClt)a 1! I'y 3) TIIt n1Ulwnmo 1nj1 c11:111 [Mve a 11"kajMd aru-Iw1,,.- the'i'C ofih'. 11 1 at'Ca al IIIC bast a f� 4the sial, mal lht laln1-111, ;:uld'ip, lase'hall be pn+lt.led tium vehicles by.ubslanlial aldrilu;. 4) Call 1 n a Pl:u mg wn porion Id?5.771.b?'_U) 11 nlsnrt couplim— with the al uv, uuuliliom. L' c 3 Cq w •'t 3. J v 'tet, Plan Review By: C"";' d 41 —15NWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. SIGNTECH PCC EDMONDS, WASHINGTON STRUCTURAL CALCULATIONS FOR WEATHERVANE ART May 14, 2008 ENW Project No. 08-012000-01 Code: IBC 2003 RECEIVED MAY 2 3 %$j. BUILDING DEPT. . • . . . . . . . . . . . . . . • 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com ENGINEERS -NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.-SU I TE205 -SEATTLE, WA 98115 -(206)525-7560 - FAX # (206) 522-6698 J DOp - D 1 09) 0$ JOB No. 08 o L JOB NAME ��CitiT+'L1, DATE OS SUBJECT SHEET o_OF • BY 1-l.n OEscr�PnO'.j B'0" W I "Q0 L 0 A 0 o.850 -L1 g } �� L 185 Al 154, ► o, oots6 eli Yet V -d V I 0,94 4,BS Eup c LS'hT 15 4r A ALUMINUM DOUBLE SIDED 1/B- THICK P - S . 0 -14- ICONS 4 -ICONS WITH INTERNAL FRAME STRUCTURE. US ' / ps l 4930 b T C FABRICATED ALUMINUM SPINDLE ® je IS rr s cr e CL 44J b 5" SCH AO STEEL PIPE 5.563- OD. 3/8" THICK WALL � rns _ F q 4t8 N o. 8 3 9 3 a o � Sm, e _ so -5 _ 0, L4 Sol EXISTING CURB AND PLANTER BED tq Z , FRONT ELEVATION SCALE:' -W= Fir � M,N S u � Ta C h is _ 0,417 ser- 0. o L (7-4) - , cow p0o�i -F S Z. oi PO�4 +mLsc lU r = 3010 + 400 + 30 +- ► 000 10 7- ZOL'° 'b V 'S w�Mo tlw��, 4 = 1L + 15 ��S l6 ps4 7 61 L'�CONTnoL-S r. SrgJL4 rcc.h (ED, • PCc 0- 6 $ It¢l�j m • 88tTA- W_N-8$th Ave W I..i ----- _ A { N v� 90th ve-W ! !I ��5 92nd' Ave r _. ' _ ...'... t.._. 92nd -Ave AAV _ 9,J- PI W'O i - -- 1 95th -PI W 33C5 96th' Ave -W I i i wg0 N a a M Id 4146 M_ 2 N O N co .J t i _.« ._... i 4 N O N _ N... _; _..' ,_..._I - --c"'v Firdale Iocth. Ave W - 7 ' 8th -'Ave, S. �, ... E r� �0zrid P� W -- - M aAy y110 t _ t.. '., 7th -Ave... i I ,�S' ..._E Dr / -- - I ,1 _ S.Id I I d 9AV-41, ' N M ld _.UlLot �. v 0 N O E W Q c N yam N Q C � T �0c 1p U O N � � U � O L E o_.O U 60 20 O(D� C N.0 N OD IN N c m 0EU t 'rn u caw o�f0 UOQ' r 110th PI W E o'LI 4 i E 114th PI -W I I --, v 0 N O E W Q c N yam N Q C � T �0c 1p U O N � � U � O L E o_.O U 60 20 O(D� C N.0 N OD IN N c m 0EU t 'rn u caw o�f0 UOQ' • 0.- PCC Edmonds S1 Gi?wrh U Date and Time: 5/9/2008 10:40:31 AM OCc dam^ MCE Ground Motion - Conterminous 48 States �S1114 lit Latitude =47.79078, Longitude =-122.36446 Period MCE Sa (sec) (%g) 0.2 125.9 MCE Value of Ss, Site Class B 1.0 042.8 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 125.9 Sa = FaSs, Fa = 1.00 1.0 067.1 Sa = FvS 1, Fv = 1.57 ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205'- SEATTLE, WA 98115 -(206)525-7560 - FAX # (206) 522-6698 ►r_,u recti JOB No. Joe NAME � `� DATE d �lL SUBJECT SHEET Q OF By 7-L- 0- HIL -L' CHI- w,...A0 0 s 'sPC) 0A -A �n Oes1(%, o� BoT /00,5T e, of.J N 70 F 7 -Cl r= 5.5b "k We L -o S Z- ir(5,56/Z`ILL r S = z4 • Z 6 '`` /114 116 icsf ) O.L4►c. �b = 85JL4,L,- - J's°3 K," o. L4/ _ o, oi4 i,, o ;v = 5•56«O o (3,So3Ltt °.014z )L . 3.S1 r1 weL 0 K_ aAjE_ Com 1,5" 6.%j 11 1 0 b F�THictNess m- ZI.QS�-" �s.s6+5.os,� (Z) 10.L8 5 "(t Sj-(ed 40 P,Pe r m7,03(1zlocwl 15 7-45 7b � 14, opo t ►. 33 ) S_-5 45 r = 1.88 '00s(La) + o , t4 _I_I 0.404 L L , 6L 5 (, L4 ) + Lo 2- m = x,03 IL-1 = BS It 7- = C _ 34 e-tjs4 Ti eOL?-S � NO SOcgr. e�INSPeG J of ,0/3 = 'L" �lgo�,— (Z. 1, + 010 5-5 _ 35 +- 0003 = 0-3 1 j' 9 C6.411 V - o.90/g = 0,05 I ,o 01L -C_ - �1_.Ati = ° ,66 � 6 .5033 .r ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 C, ,� 1 JOB No. Joe NAME �/ U re c H DATE 5 `� Ip o SUBJECT SHEET.00 OF BY TW �voTltiLj X02 Pie d► -,e.- V4co -i SIGNS s WEATHER VANE SIGN PROPOSED PLACEMENT MALE 16 r-rra wr /tiT = /0' x 13 1A 1,5,(. 15 0) CUT = L9,LSI4- 0Tm = J 0.031 L I, Io /Z ^'1 = S ' (1,9,0) = 14vk 0 IL FTG 29•tT � 10101 l �U = 2-9.LS4 = 0'W -A �o(i31 71.10 .094 b = IoLC'131I6 �cS� -FTLT =D, 33 rsf o Vc Ead�� 3 $q $°9a Ul K a -Big ,ge P;3'^ sa snpul V ac a:' a;MS W®.J lraUad j8ar.a1aaia ulgg0 City of Edmonds Building Department Q ,. ■ A � W vi - p °n c Ui i f1 - �g s■ Dm o v m m �n d � S Sw7,-no ZO �-I:D12 21 S T fD x � fD ro ° 7 c 0 c n c n D ' fDan'. T 1 � V N .. Q O M 3n; �rM O N rM 1 T D Lt M v (Ta w a D mm _ M io r3 5 rn x3"; fD 7 fD C7 W 7• a W 00 `G 7 a� �± ID n a0 FD N c o a T 0 C 7 � w I o0 F n_ City of Edmonds Building Department Q ,. |- k® ms{ »»@ !)\)o . |(§! «¥ .00 @7 »@_0- 44§r -0 (D \§3° �\ / \\ \ % e \w (D. q�§x= $ (ƒq»» as\.i/ »oe ƒ� E E§ Q G n0 {� 00 � � ƒ � ! } 7 7z ) � CL ®C2 ( $3° \/ g (7 i/Q § 2 k ƒ § 2 � }�E , ,£7 Al � m ! 0 !,|} � � _ !4!| !$,� $ C ®/{ a / � k A ~ 0 am S m O I d G 3, t m m n m qv 7 C d n C N d n d 3 z d CD CL DATE: August 28, 2008 TO: BLD -2008-0509 Building Permit File STREET FILE FROM: Kathleen Taylor, Associate Planner flims RE: PCC RAINWATER TOWER HEIGHT CALCULATIONS 9803 EDMONDS WAY On behalf of the Planning Division, I have reviewed the height calculations submitted by the PCC for the rainwater tower, located within the northeast corner of the site. There has been verbal speculation from citizens that the height calculations provided by the applicant are inaccurate, and ultimately allow for the rainwater tower to be higher than would be allowed by the Edmonds Community Development Code (ECDC). The definition of height is contained within ECDC 21.40.030A, which states, `Height means the average level of the undisturbed soil of the site covered by a structure, to the highest point of the structure.' The level of undisturbed soil, often referred to as the original grade is shown on the approved site plan submitted by Albertson's in 1980. A portion of the approved site plan is attached, which shows the northeast corner of the site. The topography lines shown as dashed lines indicate the original grades prior to site development. I have super -imposed the location of the rainwater tower onto the 1980 site plan, and identified the four corners of the height rectangle. The height calculations, conservatively estimated, are as follows 318' + 318' + 320' + 320' = 1,276'/4, resulting in an average glade of 319'. The maximum elevation would be 319' + 15' = 334'. The calculations submitted by the applicant show the average grade as 318.79', which translates into a maximum elevation of 333.79. The actual elevation of the rainwater tower is 332.8', which is approximately I' under the maximum submitted by PCC, and a conservative 1.2' under the maximum when compare to the original grades. Therefore, the height calculations submitted by PCC appear accurate, if not an underestimate of the original grade. CITY OF EDMONDS MEMORANDUM PLANNING DIVISION 425.771.0220 DATE: August 28, 2008 TO: BLD -2008-0509 Building Permit File STREET FILE FROM: Kathleen Taylor, Associate Planner flims RE: PCC RAINWATER TOWER HEIGHT CALCULATIONS 9803 EDMONDS WAY On behalf of the Planning Division, I have reviewed the height calculations submitted by the PCC for the rainwater tower, located within the northeast corner of the site. There has been verbal speculation from citizens that the height calculations provided by the applicant are inaccurate, and ultimately allow for the rainwater tower to be higher than would be allowed by the Edmonds Community Development Code (ECDC). The definition of height is contained within ECDC 21.40.030A, which states, `Height means the average level of the undisturbed soil of the site covered by a structure, to the highest point of the structure.' The level of undisturbed soil, often referred to as the original grade is shown on the approved site plan submitted by Albertson's in 1980. A portion of the approved site plan is attached, which shows the northeast corner of the site. The topography lines shown as dashed lines indicate the original grades prior to site development. I have super -imposed the location of the rainwater tower onto the 1980 site plan, and identified the four corners of the height rectangle. The height calculations, conservatively estimated, are as follows 318' + 318' + 320' + 320' = 1,276'/4, resulting in an average glade of 319'. The maximum elevation would be 319' + 15' = 334'. The calculations submitted by the applicant show the average grade as 318.79', which translates into a maximum elevation of 333.79. The actual elevation of the rainwater tower is 332.8', which is approximately I' under the maximum submitted by PCC, and a conservative 1.2' under the maximum when compare to the original grades. Therefore, the height calculations submitted by PCC appear accurate, if not an underestimate of the original grade. Qb- Poll v O 323- 011 33,2 i. xn S:N %vi Sl ............. Qb- Poll v O 323- 011 33,2 i. xn Inc. 1890 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • 425-771-0220 • FAX 425-771-0221 Website: www.d.edmonds.wa.us PUBLIC WORKS DEPARTMENT Engineering Division September 23, 2009 PCC Natural Markets 4201 Roosevelt Way NE Seattle, WA 98105 RE: Sign Obstruction along Edmonds Way J To whom it may concern: GARY HAAKENSON MAYOR Our records indicate that you are the owner of the property af, 801Edmonds Way: We have noticed that the vegetation on the property is obstructing the "Truck Route" sign on Edmonds Way. This is in violation of City code, from which the following is excerpted: 9.25.010 Violations. A. It is unlawful for any person who either owns or has the right to possession, or both, of abutting real property to permit the erection or maintenance of any sign, device, structure or vegetation in the following circumstances herein set forth, and in the event of circumstances presently existing which by reason of this section are now in violation of the Edmonds City Code, said person shall immediately remove the same: 1. In such manner that it obscures or conceals any traffic control sign, signals or other device as to interfere with the full and effective use and visibility of the same to the motoring or pedestrian public; The City of Edmonds directs you to cut back your trees to allow full visibility of the signs. Please complete the modification and trimming by October 8, 2009. Your cooperation in bringing your vegetation into compliance is appreciated. Please feel free to call me with any questions at 425-771-0220. Sincerely, y BERTRAND HAUSS, PE Transportation Engineer • Incorporated August 11, 1890 • Sister City - Hekinan, Japan STATUS: ISSUED CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* Permit Number: ENG20080119 Job Address: 9803 EDMONDS WAY, EDMONDS 'APPLICANT BUSINESS PCC NATURAL MARKET - ALBERTSONS INC WOODMAN CONSTRUCTION 9803 EDMONDS WAY 3 LAKE B ELLEVUE DRIVE SUITE 200 EDMONDS, WA 98020 GREASEINTERCEPTOR ENG20080119 Expiration Date: 4/9/2009 BELLEVUE, WA 98005 425-454-3621 LICENSE 4: woodmci16706 EXP: 1/5/2009 INFORMATIONBUSINESS BUILDING OCCUPANCY PERMIT CAPACITY: 0 HEALTH DEPT. PERMIT CAPACITY: 0 DAYS/HOURS OF OPERATION: NUMBER OF MEALS SERVED AT PEAK HOUR 0 WASTE FLOW RATE: STORAGE FACTORS: RETENTION TIMES: MINIMUM INTERCEPTOR SIZE (LIQUID CAPACITY): 0 APPROVED INTERCEPTOR SIZE: 0 GAL. INDEMNITY The Applicant has signed an application acceptance form which states he/she holds the City of Edmonds harmless from injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorney fees by reason ofgranting this permit. CALL FOR REQUIRED INSPECTIONS ENGINEERING (425) 771-0220 EXT. 1326 24 11RS NOTICE REQ'D PR&TREATMENT TECHNICIAN- 425-672-5755 48 HRS NO TIC E REQ'D APPLICATION APPROVAL THIS APPLICATION IS NOTA PERMrrUNIIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Wednesday, April 09, 2008 RELEASED BY DATE ` FILE COPY ❑ INSPECTOR COPY APPLICANT COPY STATUS: ISSUED ENG20080119 • Floor drains are required to be connected to the GGI (outside grease interceptor) for the meat prep, Deli, and bakery kitchen areas. • Maintain 10' separation between the sanitary side sewer and the water service line. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the pemtitted project. • IsGrease Intercep. Pipe/Test (Fngr) • E -Grease Interceptor Vault, (W WTP) • E•Wastewater Treatment Plant Final • E•Fngineering Final • E•Grease Interceptor- Pretreatment 0 L71 Rol I J f l 0 74 ;::.:n.i,'��.'^_ .�•.i•' Vit.• � ''xi;. i! !.r:, ..t,'. •:,ii: ,,:+,..�r�ti:FX'.9yf�; o ' rn • 0 L71 Rol I J f l 0 74 ;::.:n.i,'��.'^_ .�•.i•' Vit.• � ''xi;. i! !.r:, ..t,'. •:,ii: ,,:+,..�r�ti:FX'.9yf�; EXHIBIT B 1 W 00 �M 0 V N ' , OLYMPIC VIEW WATER DISTRICT o ESMT. AS PER A,F.N.1982559. fD ITEM 5 OF TITLE REPORT. 37.50' 131,73' 53.7' 23.7"-6 z o y y 3; O v �+ 4.0' PARCEL 29212' PARCEL 11211 43.4' 62.0' 32.2' rn 128.7' m V LIN 129.78' P P b. w bo CD a O ASPHALT PARKING LOT, TYP, 37.50' zVZZZZZZ/ N 2,50' VZ///////, a RL r O� 37.13' 109.18' ENTRARCE CURVE L=39.79', R=560.00' $ EDMONDS WAY N 425.71' S EXHIBIT B w Q 00 N 160.01' b OLYMPIC VIEW WATER DISTRICT ESMT. AS PER A.F.N. 1982559. ITEM 5 OF TITLE REPORT. 37,50' 13173' 53.7' �' 4 M 4.0' LU rn .23.7'--' w z !jo n f- � m o w, w 0. PARCEL "1" 292.12' PARCEL 112" , 43.4' 62,0' :32.2'1!7 128.7' a .wV LIN z— z 129.78' 0i p P b iy 0 ti a . ' o � ASPHALT PARKING LOT, TYP. (a 37.50' 4 2,50' N N a O � -1 RZ 37.13' 109.18'ENTRM ICE CURVE L=39.79', R=560,00' E D M O N D S WAY g N 425,71' S _' i ' � • ��,,}r}�j1L�1 � � ;:� . r,� '� / •Vf �� - " },l• ; 11�+ ;�=3�,.c- r-�4. tT r ►-� � 17G:.,a . r�.�.I )i_ 1 LIZ i L' xa � Y.: 1 s". r - :'i^7 :Zk7mR f +r `•C .S • ig .n 1 _ 1 -s- , f / t� ` t I� st , '; .? L c _ _�; -• � �' ... _ �_ �. � ,• � APPROVED BY PLANNING � K1Nb QST ct<s AIX IWO � ,, SFT1Yl,Ol�/�GG�S�A'j9CL�sS, ii- �/ 2J c� O/1/E Y�9r✓ AGE SCT i�7-19-6re ) �� j�p 7DIi�►Lllo�j'" RECEIVED J U L 2 4 1992 PERMIT COUNTER -11 - o OR GENERATOR ON CONCRETE PAD � - NEW NCRETEITPATH `(/ ? F M NEW EXIT TO EXIST. PATH "JI 0e— MOST. WATER METER EXIST. IRE SPRINKLER ■ (� BCKFLOW VALVE IN VAULT 320, &$ T. EXIT RAMP uj J � CESSEDINTO320. %_ O BUILDING F �(/ (� (�/,. EXIISQT.STREETUGHT E -3 �� • � v SCHEDULED EXLIGHT (CONCRETE NEW PATH TO SIDEWALK % 4Ve/NEWTRASH V = �'Q. 1.4 NCLOSURE ` x �J E29 .13 ' 33 NEW LIGHT FIXTURE. SCHEDULED EX8 ✓` EXIST. tMOLISH DRIVEWAY, � S/ �J REPLACE STREET kv • CURB AND SIDEWALK � p"t/V t / /_/.ob.4 \ HEIGHT CALCULATION SMALLEST RECTANGLE TO ENOLOSE BUILDING <a • o —131 7T N88°4518 PROPERTY LWT CONTINUES 60 00 FEET TO THE NORTH EL. 348.0 -97)9') SIGN ACCESSIBLE STALL 8p \ ,,/.�j/'j f EIs327 ' j 'j . /. / i / .• / 8 „\�''•' ITHACCESSIBLESYMBOL.EXIST.EXITt �'!' / .' / ^ FL, lF / // % Ii�i SIGN VAN SSIBLE STALL _+60' TO BOTTOM OF SIGN�V i / / / / - �' /� / �u WITH SBIBLE SYMBOL ` .�>�%i --- - ` - O I / ' / / f! �i / / /, / Ir+i +60 O BOTTOM OF SIGN ; ��/�y ' / /'�A j/��I�''�[ i///'''��11 ' / // / / / / / i "�/ i ACCESSIBLE STALLS Z EXIST DOCK I , ' E%19 4489NT/', " 3T.4 V V ., V r ' / /; /: / - / ' / /'''. I0 ` = �3 , _,•-0. 8 tic /. ; ' '/ / / ' PROPOS•4��3 SING'" ✓ �1 I EXIST i�'•'/"/' ''"i/� /''/' ACCESSIBLEV TALL CONIC PAVING % 'NEW BURIED. ' GREASE j- 1NTER(:EPTOR . rza, NEW OTjEO� T SIGN ACCESSIBLE STALL 6T SOUFH'BAY TX4L�� ,/� / ; SIiBTRACT 118 WITH ACCESSIBLE SYMBOL GROSSSO FT Ei4T)R€SbUTI+t / ; ' , +60' TO BOTTOM OF SIGN ' c 111 / A00486, :ojcnLsr+.MAsoaka /i /�%''.' ACCESSIBLE STALL ~� 43' 13/16 - - ,$ / a NMT • '/ /./ / EXIST. PLANTER NEW LIGHT POLE. SINGLE HEAD, NEWCONC A CESS( L 317.5' - _ _ _ - - _ - -� - - - _ _ - - - y- § 6 EL 326.0 CURB RAMP AND CURB PROVIDE POWER. SCHEDULED EX-3A NEW BICYCLE RACK. 17-0' NEW CONCRETE CURB I 17-0 NEW CONCRETE 4 SEE FLOOR PLAN AND SIDEWALK ALONG ACCESSIBLE 1 NE W CONCRETE m LINE OF EXISTING } CURB RAMP. 001 /L e I 7,} �) / , ACCESSIBLE - - NO PARKING' STRIPING c CENTER BETWEEN - .. _ CURB RAMP I N - T MASONRY COLS. TYP % I le. L I AD.1AD f SHADED AREA DENOTES PROPOSED YARD NEW ILLUMINA I �'� I p' 1 \6� NEW 20' TALL MASOrRY PER "AGREEMENT CREATING YARD FOR FIRE EXPOSURE' MONUMENT SIG . ` b I1 1 I I �' - - /_ Afl t PLANTER BOX SEE I 100 PLAN DATED APRIL 27, 2007, BETWEEN PUGET CONSUMERS' CO-OP - -PROVIDE PO ✓ THREE NEW PO4ES. ' . I 4` \ \ •✓ AND THE CITY OF, EDMONDS RELOCATE EXIST. CURB - I` pPpE�D WITH AT DgIVEWAY 9 FEET — EXIST -LIGHT POLE. , pECORATNE y\ • • /` \ \ �� \ v� 20-0' TO LITH (DELETE SINGLE HEAD. 1 -'- METAL PANELS ONE ARKING STALL) I _ REPLACE LAMP. • SCHEDULED EX -3 " - EXIST. LIGHT POLE, QUAD HEAD. l I\ �\ -I SCHEDULEDEX< I I I 9 \ NEW PLANTED ISLAND WITH i NEW LIGHT POLE, 11 SINGLE HEAD, ABS PROVIDE POWER SCHEDULED EX -0A EKIST. ILLUMINATED POLE SIGN, NEW GROCERY TENANT SIGN FACE - 1 NEW 441WIDE PAINTED \ INTERRUPTED CyRB SURROUND. I I STRIPING AT NEW EXIST. SETBACK UNE (DELETE EIGHT PARKING STALLS). - \ I CCESSIBS �-- QUAD LIGHT POLE, EXIST. LIGHT POLE, HEAD. `7 QUAD HEAD. LPED SEE RAIN GARDEN DETAIL \ ` \ �'L \ \ \ 11 I � � SCULED EX -4 SCHEDULED EX -4 I TYP Al PROPERTY LINE 12 l� .\ I IP I $s 0 3m -0 . 1 EXIST. STREET LIGHT NEW CART RE TURNS, VOWNER \ I + ' [B�,^�� ' 2(Y-0 - Z -- (DEL TE TWO PARIINSTALL9j� EXIST LIGHT POLE. I 4a 1 I NEW CART RETURNS, ev OWNER EXIST LIGHT POLE. § EXIST. LIGHT POLE. a. ti. I .fid. �(OELETg TWO PARKING STALLS) QUAD HEAD. QUAD HEAD, .'tH1A0 HEAD. $� I I \ta . �. SCHEDULED EXd SCHEDULED E%< - SCHEDULED EX< '� $ 24-0' W 2S-0' 1 26-0' \ \T 20-0' NIL I 1 I L La a, 2D'-0' i I p-1�-�-•• -4 37-0' NEW PLANTED ISLAND WITH L - - - - �° I r REVERSE ORIENTATION \ \ INTERRUPTED CURB SURROUND. _ NEW CART RETURN, BY OWNER 1 .1 OF CURB ISLANDS AND \ \ \ \\ (DELETE ONE PARKING STALL). (DELETE ONE PARKING STALL) N !I STALL STRIPING EXIST PARKING STALL STRIPING. EXIST. PLANTED ISLANDS SEE RAIN GARDEN DETAIL 9 � I I L AT THIS ROW ONLY REPAINT IN PLACE. TYPICAL AND CURBS TO REMAIN. TYPICAL EXIST. STREET LIGHT I ' 20' SETBACK CINE ( -� i e 10919 N88'44'09'W \/ EXIST STREET LIGHT EXIST. EXIST . DRIVEWAY NEW ILLUMINATED MONUMENT SIGN. 4- YELLOW STRIPE ON PAVEMENT. BOTH SIDES EDMONDS WAY PROVIDE POWER 17 WHITE LETTERS. t' STROKE.ON PAVEMENT, 'FIRE LANE - NO PARKING.' 50' SPACING. ALTERNATING SIDES ' SIGN.ACCESSIBLESTALL WITH ACCESSIBLE SYMBOL, •60' TO BOTTOM OF SO ACCESSIBLE STALL / j'/ • i EXS;TIN-;' BOWLIL/'LEY 24;LANES rte;. BLI +I 7711-7 7 SITE PLAN NOTES 1 PROPERTY LINES FROM ALT A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 090 2. LOCATION OF EXISTING BUILDINGS IS APPROXIMATE RELATIVE TO PROPERTY ONES 3. EXISTING PARKING LAYOUT FROM SITE PLAN BY JOHN T. DALY, ARCHITECT DATED 200 4. ALL ITEMS SHOWN ARE EXISTING TO REMAIN, UNLESS NOTED AS'DEMO' OR'NEW S 7u� BE6IfIE8iO MIdIRECT m� 0 iY�KDI6TOB � - ~ J 0e— Z Q LU w ■ U ZLLI uj J � Y U - o LU oW � zILL O N O 00 GO A3 00 A cn A� w3 U O u 1� A 00 \� O =s\crN _ 29 2008 Q DEPARTMENT \ OF EDMONDS © 28 MAR 2008 0 29 JAN 2008 © 16 JAN 2008 Q 28 DEC 2007 0 06 DEC 2007 DATE I7AUCIM PHASE SHELL PERMH' PROJECT. 0738 DRAWN MPT, GHO scA1E I', = 20dP SITE PLAN MAT n THIS SYSTEM SAVES ABOUT 160,000 GALLONS PER YEAR, ENOUGH FOR 4 HOMES THE RAIN WATER IS STORED IN THIS 4500 GALLON TANK 11 ANY EXTRA WATER 1S -- - — RETURNED TO THE STORM SEWER SYSTEM IF THE TANK IS EMPTY MUNICIPAL WATER CAN PROVIDE BACKUP WATER Rom Roor RAIURAE MARKETS STREET FILE 5 TOILETS AND 2 URINALS INSIDE THE BUILDING USE RAINWATER FOR FLUSHING (135,000 GALLONS PER YEAR) RAIN WATER IS FILTERED TO 1 MICRON BEFORE IT IS USED FOR IRRIGATION OR TOILETS THE NATIVE PLANT LANDSCAPING IS IRRIGATED IN SUMMER WITH RAIN WATER STORED IN THIS TANK (25,000 GALLONS PER YEAR) RESUB JUL 2 ' 2008 BUILDING DEPARTMENT CITY OF EDMONDS LOCATION ELEVATION EEL PLATE 5.563 O.D.) BEDED 12" F ON EACH ,, BASEPLATE DETAIL L SCALE: 1/8" = V. BUILDING DEPT. T E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date Drawn: 05-21-08 Drawn By: MC Checked By: RJ Approved: PM: JW Rev. Rev.® Rev.& Rev.& ELEVATIONS / DETAILS Project PCC - REDMOND Job # 0150800 Location. EDMONDS, WA scale: AS NOTED Sign Type: 5 WEATHERVANE ICONS Qty. (1) EACH 05 of 05 cn m 0 ra rn 0 74 C20 u I (I. a EDMGRDS�, WASHINGTON FARB.[ I O N INTENT .f 4 Off'Edmonds Building 43rtment C32006 Vmion 1RC wf AC Aman&w is 502006 F46op IBC wtWAC Ameadownts and Appendices A, B, Q 1 2006 S tticn IMC w/ AC Aynend nu Z, j62.006 Editior LFGC 41v/WAC Autondrunu VA2006 Edition 1FC w;WAC Arrendments X2006 Edit on V1AQ WAC $1-13 ` X2006 Edition WSEC WAC 5 1 -11 CITY OF EDMONDS BUILDING DEPARTMENT ADDRESS APP ,BLDG. OFFICIAL: — [PERM47 M'UNIC�i ! t :.1 �^ T ®btairi Eleetrlcai Permit *0M - Smote Lab®r & Industries - f f ALL NEW, EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY AND/OR r ` SERVICE SHALL .BE: PLACED UNDERGROUND 1pprra-r.l Imnmm� I,• Iho . �nJln,• • „f V rl< ` r:.lg / �� ; r -r I• \`/ I' -'y J L- :L L._—r ,,,1 rrrr APPROVED f .? 1al Ihr hdhml e I I - IL c 0 W .,n,µ1. ul„I Mc.l emry_ � BY --PLANNING 6”, '�'� hI.I. I C j l I C I ' 1111 J • r, AI.I. Ice1yy 1 I c,.1 (� I'♦ p llu Fi, C� .ggdl. n I •fl l N 1' I i) hrc a.omer yq,h.ahon. the m Y N 6 � �� , _ .I nh nc. Nh rutrr -II J�wJunh�1 xMhlhr „mler vg, �j`� • �� ''r !, �( 6. u II ul luhne a. �n,cr I I I nlol the uel.h rC)I 1 e '`/'^ I1 Tlµ a„nnm1e10 .1q I I I . e n Ia,nL.aprd r e 1 Ice n e •1: c ..I U,c ., a u Ih t !�• �6� "0 (/.O ,Ilhe v9L :m llhc l- I -I K' 1J .1�1 hear 11 Iv 11 Ihlul hnnl vehnle t),I h -'I Ibdlr.ud ,ne t / BUILDING- DEPT. I,,:IIl lur., Pl.numq ¢yc.o,IIIL'•1'I O'__'U71 el.ure ..unydlmµe wnh he abu c, undilm”, 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425 - 775-7444 (F) 425 - 775-2505 W f�6 ,, UA -f 1 bY15 j/ 1 4' r 111i STREET FILE' 05/14/08 t� � �I v5 N ;! '/ ; }%,' ! ; }� j ;'� �; • ST 1: BUILDING MOUNTED SIG L SYMBOL KEY I : % /%' ,: �/ / :/, ''• %; / % , I SINGLE SIDED SIGN TYPE—� ► ',/ j �;'� . .; i /// /i/�/j�/ _ QTY (1) LOCATION NUMBER —� I /, /; /, /. , ;'"+'i ' 1]y d d�M& Builth �� ST 3A: MONUMENT SIGN ®� aen O DOUBLE SIDED PCC EDMONDS j / '/, % ' ' -� /� QTY 1 9803 EDMONDS WAY EDMONDS WA 98020 A 170 ST 3B: MONUMENT SIGN _ DOUBLE SIDED QTY (1) ST 4: BANNERS / / ,/ / ; ; �/ "/. I DOUBLE SIDED / ' ;�/ / / / .• , .. /, �;' /. , / QTY (8). " ST 5A: WEATHER VANE ICON DOUBLE SIDED COW QTY (1) ------------- - --- } ST 56: WEATHERVANE ICON DOUBLE SIDED SPOON QTY (1) ST 5C: WEATHER VANE ICON I If!I / DOUBLE SIDED FISH ° J �e�6" '/ QTY (1) • ' C3 :BIALU Q �T C=) CD APP Y pip NOTED r, E IN RING �--_ . — . — . .. 'E��.%,_ � � -e-e . HAY Z Date: Lo -:1 EDMONDS WAY BUILDING DEPT. 7 NATURA-L RARRETS FABRICATOR: T I C H 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T) 425.775.7444 (F) 425.775.2505 Designer Approval: By: Date:—/—/ Client Approval: By: Date:—/—/ ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing Date: 05114108 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. tQ Rev. Rev. Rev. ZL LOCATION OVERVIEW Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: AS NOTED Qty. AS NOTED 01 of. 01 ALL VISIBLE PAINTED SURFACES TO BE PRIMED AND PAINTED WITH MATHEWS ACRYLIC POLYURETHANE (SATIN), UNLESS OTHERWISE NOTED FINAL LAYOUTS AND FINISHES TO BE APPROVED BY CLIENT v7CE9VE@ WILDING DEPT. Q N53 NATURAL MARKETS FABRICATOR: T E C H 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T)425 .775 .7444 (F) 425.775.2505 Designer Approval: By: Date:— Client ate: Client Approval: By: Date:— * ate: ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing Date: 05/14/08 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. Q . Rev. Rev. Rev. COLOR SCHEDULE Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: Qty. 01 of 01 _ GENERAL DESCRIPTION: SINGLE- SIDED, WALL MOUNTED, FABRICATED ALUMINUM CABINET WITH 1" (PCC), AND 3/4" (NATURAL MARKETS), ACRYLIC PUSH-THRU LETTERS INTERNALLY ILLUMINATED WITH FLUORESCENT BULBS. LEAF DESIGN IS FABRICATED ALUMINUM WITH ILLUMINATED NEON HALO. POWER REQUIREMENT: 120VOLT/20AMP SIGN CIRCUIT, SIGN WILL HAVE 16 AMP @ 120V TOTAL LOAD SIGN AREA: _ •. 130.9 SO. FT. ACTUAL SIGN AREA`• •;'`:, ;} .......................: EST. WEIGHT: 1,500 LBS. 12'-0" 18'-0" POWER IS LOCATED FRONT ELEVATION MIDDLE/FOP OF CABINET BLOCKING PROVIDED BY G.C. ®f Edmonds Building Department PtPt.R 0VI�,11) L A� I 1 " THICK ACRYLIC PUSH THROUGH FACE HALO EDGE LIT WITH 1/16" THICK METAL OVERLAY 3/4" THICK ACRYLIC PUSH THROUGH LETTERS ALUMINUM INTERNALLY ILLUMINATED CABINET 1" THICK APPLIED ACRYLIC SHAPE FABRICATED ALUMINUM LEAF FORM 0 SUPPORT BEAMS ATTACHING SIGN BACK TO WALL FABRICATED ALUMINUM LEAF FORM CENTER IS HALO ILLUMINATED WITH VOLTARC GREEN NEON 5" SCH 40 (6061-T6) ALUM PIPE 5.563" OD 4111113110 ALUMINUM CABINET WITH 3/4" THICK ACRYLIC PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED 3/4" THICK ACRYLIC PUSH THROUGH LETTERS 11111111100 DECORATIVE FASCIA STEEL CHANNEL RIBBON BY OTHER (STOPS AT EITHER END OF THE SIGN FACE; DOES NOT RUN THROUGH THE SIGN) BUILDING 1'- 3" 1 1' - 0" ,� 3' - 0" APPROVED BY PLANNING - 'AS1 iTiVln- 00-07-W W1 CAY�l d•1'tt trn 5 2 SIDE ELBEVATIION LI-E-c—ETI, DD 2 . v 3 Luh BUILDING DEPT. ros3 NATURAL MARKETS FABRICATOR: I E C H 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T) 425.775.7444 (F) 425.775.2505 . Designer Approval: By: Date:— Client ate: Client Approval: By: Date:— * ate: ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing ■ Engineered Date: 05/14/08 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. Rev. 0 Rev. 0 Rev. DIMENSIONAL OVERVIEW Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: I BUILDING MOUNTED SIGNAGE oty. (1) 01 of 08 57' - 6" BLOCKING PROVIDED BY G.C. LENGTH OF SOUTH ELEVATION 248' - 0 " HEIGHT OF SOUTH ELEVATION 24'- 0 " SOUTH ELEVATION 5,952 SO FT pity of o �,� gni;" -n� apaPnt 77' -1" TO CENTER OF POWER LOCATION SOUTH ELEVATION SCALE: 1/16" = 1'-0" APPROVED BY PLANNING 1-01 /.1Si�t c„r Q&- 02- Do MAY 2 3 2C20 U/' &4M AA'-fV 6Y1 -j BUILDING DEPT. NATURAL MA`RNETS FABRICATOR: T E C H 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T) 425.775.7444 (F) 425.77505 Designer Approval: By: Date:— Client ate: Client Approval: By: Date:— * ate: ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing ■ Engineered Date: 05/14/08 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. Rev. Rev. 0 Rev. PROPOSED LOCATION ELEVATION Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: I BUILDING. MOUNTED SIGNAGE Qty. 0 ) 02 of 08 12' LAivlr6, NUI Jtluvvi : (4) F96712 CWHO (2 BANKS OF 2) BALLAST: EESB-832-16L ESTIMATED WEIGHT: 1600 # 1 NLLLVM11U1M SCALE: 1/2" = F- 0" MATERIAL: -g'" ALUMIN FM, a FACES 8 RETURNS, TYP. City of Edmonds Buildling department 1 1 E C H �7q ID IMOUNTING TUBES 8 ANGLES:. 6300 Merrill Creek Parkway Suite A400 VERIFY LOCATION OF BLCIICKIIk 0 I AB.. t Everett, Washington 98203 hl 425.775.7444 (F) 425.775.2505 TRANSLUCENT ACRYLIC OPUS -H= THRU=PAC-E m..=.. THICKNESS TBD (SHOWN AS 1"ACRYLIC)1'-3" V 1'-0" Date: 5.15.08 9.. Drawn By: RC ACCESS PANELS AS REO'D (NOT SHOWN) Checked By: RJ 4" THICK ACRYLIC LETTERS Approved: PM: JW "PCC" CABINET: i i I Rev.O V-3" DEEP FABRICATED ALUMINUM CABINET 1"THICK APPLIED ACRYLIC SHAPE LEAF CABINET: SEE SECTION ON SHEET 06. 3" THICK STEM FABRICATED FROM ALUMINUM - 5" SCH 40 6061-T6 PIPE (5.563 OD) FUVUEH I5 LUUA I EU (u) HUHILUN I AL UIN I EH UI- L;ANNE I "L' -U UP FROM BOTTOM OF CABINET "NATURAL MARKETS" CABINET: 74" DEEP FABRICATED ALUMINUM CABINET. — 3.. Y 4 THICK ACRYLIC PUSH -1 HRU LETTERS (8" EXPOSED) DECORATIVE BEAM NOT SHOWN FAC POWER IS LOCATED @ HORIZONT HP Rev© Rev.O RevA DIMENSIONAL AND STRUCTURAL OVERVIEW 7 3 2nan , /► n � 1'�T OUILLJIIVI,I UL -1 1. Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA scale: AS NOTED Sign Type: 1 BUILDING MTD SIGNAGE Qty. (1 03 of 08 U3 W J W City of Ed uond ilding Department CD CD Cl - CD V N CD A o-J oh 0�[,ID PLA �o o U_ N � i__, W z m W V) O O C� U U co W - w W o C W W z W ~ D o o Q v) O w 0 2 U m LU W z W U z u 0 F— U W L, N 8 . . .... .... CD o tvo z z. mmLU mm� U U=CIO =Cl) U U vo= RE-C� VED �z �o o L]=o _ .moo o �zz ZD [-i AV 2 3 nm QLU L J Q W LU W w Q C/) moBUILDING DEPT. aUJ =w QCn U m z m = Q z CO m W U W W LL W O p C? J � CV I E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By RC Checked By RJ Approved: PM-, JW Rev. Qi Rev.® Rev.O Rev.® SECTION Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 1 BUILDING MTD SIGNAGE Qty. (1) LO az C/)i O LU = z v, �C) �z C— w UM Q mCFD C� 1 M co — — - C_ Cm LU cn M w LU Q U M CIO Q � O �� fl- =�Lh V) LU m m Loo N z � L=L M tL O� m -I- U M ZD LU z U Z .2 m Q U QQ JD z -gym C Li - X - iNLU m o- J LU czc - C xCD IN Z U - U J % Q a Q o co — — - C_ Cm LU cn M w LU Q U M CIO Q � O �� fl- =�Lh V) LU m m Loo N z � L=L M tL O� m -I- U M i E C H ----- —------------------------ 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 -------------- —------------------------ Drawn By RC Checked By RJ . Approved: ZD z PM: JW Q- Rev.Ai I I x C.0 Rev.® I ( ~N W x CD Rev. I �'} a� G+ � .'�ii� � ��'�, a9tneft Rev.,& I I I FP' ENLARGED SECTION @ wPCC CABINET/ I I z ATTACHMENT I I DETAIL I I I I z ii o� — — ; — — — — — — — — �Q LU C/3 v -i LU LU LU 2 a Project co PCC EDMONDS Cl -EE d w Job # 0150800 W LU � w U Location: EDMONDS, WA Scaie: AS NOTED '- Sign Type: 1 BUILDING MTD L��i� co SIGNAGE co Z U O C-, =w M J J F- c/) Q = Q U QQ JD w J Cr3 C, LL- = UQ o > i E C H ----- —------------------------ 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 -------------- —------------------------ Drawn By RC Checked By RJ . Approved: ZD z PM: JW Q- Rev.Ai I I x C.0 Rev.® I ( ~N W x CD Rev. I �'} a� G+ � .'�ii� � ��'�, a9tneft Rev.,& I I I FP' ENLARGED SECTION @ wPCC CABINET/ I I z ATTACHMENT I I DETAIL I I I I z ii o� — — ; — — — — — — — — �Q LU C/3 v -i LU LU LU 2 a Project co PCC EDMONDS Cl -EE d w Job # 0150800 W LU � w U Location: EDMONDS, WA Scaie: AS NOTED '- Sign Type: 1 BUILDING MTD L��i� cn co :�iM U (j Q M c j Cl - U F E w c=ily 05 of 08 SIGNAGE .J U Z %- O W = 1 UAV 2� LU Q W Z N c) w Q ty. (1' - Q = PUILaifi� DEPT cn co :�iM U (j Q M c j Cl - U F E w c=ily 05 of 08 zo =1w Lu Cl- o � w hli �✓ L ,�1 V`_' AV 2 L, JM1e z N a Q a Q o ¢ BUILDING DEPT. o } z J UCD C CL- 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203. (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By RC Checked By: RJ Approved: PM: • JW Rev.,& Rev.® Rev.,& Rev.,& ENLARGED SECTION @ LEAF CABINET/ ATTACHMENT DETAIL Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 1 BUILDING MTD SIGNAGE Qty. (1 06 of 08 3" STEM, WHERE OCCURS: FABRICATED FROM ALUMINUM ' I 1"X 1"X 6" ALUMINUM ANGLE RETAINER 7 1"X 2" X -'g" ALUMINUM FRAME (6061) Y8„ REMOVABLE FACE J 2'-4" I T ---- I I I I I I "NATURAL MARKETS" CABINET: -� TSECTION NATURAL MARKETS CABINET 2'-4" DEEP FABRICATED ALUMINUM CABINET. SCALE: 3"=1'-o 8" e" ALUMINUM FACES & RETURNS ATTACHED TO FRAME W/ VHB TAPE 8 WELD AS REQ'D. 4" ALUMINUM PLATE 2'-0" 2'-4" LL - 14" ALUMINUM PLATE T E C H 6300 Merrill Creek Parkway 1 Suite A400 Everett, Washington 98203 (f) 425.775.7444 i (F) 425.775.2505 C�ItE� ' ruJ�2s Date: 5.15.08 I Drawn By RC ` r 4 Z R�� Checked By. RJ �. Approved: PP JW Rev.A Rev.A Rev.A Rev.A SECTION @ "NATURAL MARKETS" POWER IS LOCATED @ HORIZONTAL CENTER OF CABINET 2-0 UP FROM BOTTOM OF CABINET CABINET/ ATTACHMENT DETAIL ATTACHMENT TO SUPPLIED BLOCKING BY SIGNTECH, ENGINEERED BY SIGNTECH Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA scale: AS NOTED Sign Type: BLOCKING FABRICATION 1 & INSTALLATION BY GC. ENGINEERED BY OWNERS GC,;��vigCfCI� BUILDING MTD NdSIGNAGE OU(LDii4, G DEPT. Qty' ( I 07 of 08 ITM E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By: RC Checked By.- Rd Approved: _OCKING BY PM: JW SNTECH. Rev.A Rev.® FUBE BY GC Rev.& Rev.® ATTACHMENT D ETAI L/ ENGINEER DETAIL - il L = via li W tea 1�l/ B n ntwir ncor. Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA scale: AS NOTED Sign Type: 1 BUILDING MTD SIGNAGE Qty. (1 08 of 08 GENERAL DESCRIPTION: DOUBLE - SIDED, MONUMENT MOUNTED, FABRICATED ALUMINUM CABINET WITH 1" (PCC), AND 3/4" (NATURAL MARKETS), ACRYLIC PUSH-THRU LETTERS INTERNALLY ILLUMINATED WITH FLUORESCENT BULBS. LEAF DESIGN IS FABRICATED ALUMINUM WITH ILLUMINATED NEON HALO. POWER REQUIREMENT: 120VOLT/20AMP SIGN CIRCUIT, SIGN WILL HAVE 8 AMP @ 120V TOTAL LOAD SIGN AREA: 17.9 S0. FT. ACTUAL SIGN AREA EXLUDING BASE 6'-0" I � 4 3/4" 10 FRONT ELEVATION SCALE: 1" = V-0" OF FOOTING UNDERGROUND WIRING NECESSARY TO CENTER OF SIGN ' J `L 1" THICK ACRYLIC PUSH THROUGH FACE HALO EDGE LIT WITH 1/16" THICK METAL OVERLAY 41100 3/4" THICK ACRYLIC PUSH THROUGH LETTERS 4m ALUMINUM INTERNALLY ILLUMINATED CABINET 1" THICK APPLIED ACRYLIC SHAPE 400 FABRICATED ALUMINUM LEAF FORM FABRICATED ALUMINUM LEAF FORM CENTER IS HALO ILLUMINATED WITH VOLTARC GREEN NEON - 2 1/2" SCH 40 (606146) ALUM PIPE 2.875" OD 4 ALUMINUM CABINET WITH 3/4" THICK ACRYLIC PUSH THROUGH LETTERS, INTERNALLY ILLUMINATED 3/4" THICK ACRYLIC PUSH THROUGH LETTERS ALUMINUM CABINET n Eco v�Do mAV 2 3 APPROVED By PLANNING BUILDING DEPT. W l Ort A&t vvw,.s. FABRICATOR: T E C N 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T) 425.775.7444 (F) 425.775.2505 Designer Approval: By: Date:— Client ate: Client Approval: By: Date:— * ate: ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing ■ Engineered Date: 05118108 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. Q Rev. Rev. Rev. DIMENSIONAL OVERVIEW Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: X 313 MONUMENT SIGN oty. (1) OF EACH 01 of 07 SWITCH 5 UL LABEL LOCATION: STANDARD SWITCH W/ WATER TIGHT SWITCH COVER •d. I° d ° ° 4 I ELEVATION SCALE: 1" = 1'- 0" d MATERIAL: '-a" ALUMINUM i of Ei 1 mn FACES 5 RETURNS, TYP. TV PCC" CABINET: 1'-0 DEEP FABRICATED ALUMINUMV ZRP t LAN i CABINET. INTERNAL ILLUMINATION: T12 HO FLUORESCENT. U6-24 CW HO LAMPS (BOTH SIDES OF POLE). PUSH-THRU 5 "PCC" LETTERS: SEE SECTION ON SHEET 07. 1"THICK APPLIED ACRYLIC SHAPE 2" THICK FABRICATED ALUMINUM STEM. 'NATURAL MARKETS" CABINET; 1-0 DEEP FABRICATED ALUMINUM CABINET. 'NATURAL MARKETS" LETTERS: 4" ACRYLIC LETTERS PUSH THRU a" SIDE V-0 DEEP ALUMINUM CABINET REMOVABLE ENDS ON CABINET FOR INSTALL - 2 2" SCH 40 (6061- T6) PIPE 2.875" OD Z" THICK X 6" LONG X 8" WIDE 6061 ALUMINUM BASE PLATE W/1" X 12" DOUBLE NUTTED SS ALLTHREAD QTY (4)- 2 PER PLATE °4 'd 12'-011 4 4 e' c \6'-4" d CONCRETE FOOTING: BY SIGNTECH 2'-0 DEEP X 6'-4" LONG X V-6" WIDE. SEE SHEET 04 FOR REBAR CALLOUTS. UNDERGROUND POWER BY OTHER @ MIDDLE/ CENTER OF FOOOTING CENTERLINE OF P11 i yl. l II I II Ild.. 1 I ° • •Ii • �II• ° � 4'0 d 170" I � I I d d d I 'd °__� V-6 tl 2 END VIEW SCALE: 1" = V- 0" ° d 3 SECTION SCALE: 11"= V- 0" 1 E C E 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By: RC Checked By RJ Approved: PM: JW Revl Rev.A2 Rev.O Rev.O DIMENSIONAL AND STRUCTURAL OVERVIEW 1ILDING DEPT. Project . PCC EDMONDS Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 3A,N MONUMENT SIGI Qty. (1) EACH 02 of 07 2" THICK X 6" LONG X 8" WIDE 6061 ALUMINUM BASE PLATE W/ HOLES FOR 2"0 ALLTHREAD & 2.875" OD PIPE — 6111 T 3" 1'-6" 1'-0" O 8" 311 1.. ±2'-11y6" 6'-411 FOOTPRINT @ BASE SCALE: 1 1/2° = 1'-0° POWER BY OTHER @ MIDDLE/ CENTER OF FOOOTING 2 2" SCH 40 (6061 T6) PIPE 2.875" OD LINE OF CONCRETE FOOTING LINE OF BASE CABINET lT!!E C 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (n 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By RC Checked By: RJ Approved. - PM: JW Rev. Rev.© Rev. Rev.® FOOTPRINT @ BASE i 2 3 Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA' Scale: AS NOTED Sign Type 3A,3B MONUMENT SIGf Qty. (1) EACH 03 of 07 I I I(f I u u \� I 'I \— --- —/ \�---------�/ � co O � O x K O 0 0 .0 01 0 0 — — Q m CD O LU DC -11 0 C:) wLU c,) co Cr 00 J 0 U LU a N (vim, ��.+.I:lb �JLI JJi:.'..,.:.cJ.r::.,w.i� a.�ik,��a:,c��•�� Cy��C;l`�Cbi�ly�vL'� �V-Ej��,��'�11 C? N — — — —• — — — ; Q — — — — — — ° CD a C� ------U3 o a > I w� m:c��I D r AV 2 3 20uo BUILDING DEPT. I E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By RC Checked By RJ Approved: PM: JW Rev.O Rev.© Rev.O Rev. ENLARGED END VIEW AND SECTION/ ENGINEER DETAIL Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA scale: AS NOTED Sign Type: 3A,3B MONUMENT SIGNS Qty. (1) EACH 04 of 07 z LU � U J LU < Q G W tim < J x ,1 Q xCLU J7O z w Q m z CD � N=� N W z ¢ J cC/) JJ CE G W m F - Z U l = E5 i!tE5 w / z Q Q U- - CD CQ G U G LCL w J m z X O U C7 N a ED LU o Q CJJ LL QED \ LU LU = �X CD x X Q co LU ^Iv Q z oLU _ W =1m 0 C� W Q cc� x G W LQL x = ca �m O 3:N Q� Q x W CD Q . ala U Cl - �M C)w ::DM 1000, / 0 0 Z = W C-3 W O W N W W J m 0 W � N N J J Q J W a Cm ti 1 M o co X W �¢ xz� N 5;W J xZDCD z N Q Q LU J W C7 < z QCD m =D z LU c W G = W < �z m tim Q W J Q W LU W � N N J J LL W U o _ ,"4 w,;;..J�j,v...,w,y�j .:r;be5i�»yuuC�1� j;••- �� W .CD L 'Ile O o II J � - CD L Q L4= — 0 C=)o W • II f. _ w (15 L:Uj C c �2� Q W x Q Q U'W W � � � V- OW U m J m . =Qzo ¢zQo �M C)w ::DM Q' U mQ U z m w J m cc c W d W z Qzj L.L _ Q � O � a 0 Z = W C-3 W O W N W W J m 0 W � N N J J Q J W a Cm ti 1 M o co X W �¢ xz� N 5;W J xZDCD z N Q Q LU J W C7 < z QCD m =D z LU c W G = W < �z m tim Q W J Q W LU W � N N J J LL W U o _ ,"4 w,;;..J�j,v...,w,y�j .:r;be5i�»yuuC�1� j;••- �� W .CD L 'Ile I I 1%I CD L4= — 0 C=)o • II J� � w_ W Q M N Q' w J m cc c W d W 1J��- Qzj L.L _ Q � O � W LU J J Lu ¢ C.�� Q rI�,� ry/�q�/q 1 GfN 11 �S lii� '�i L� z o : W Q C: � Hmzom Q uUO BUILDING DEPT. N o o tim Q z c.r Q i E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date:" 5.15.08 Drawn By: RC Checked By RJ Approved: PM: JW Rev, Rev.® Rev.& Rev., DETAILS AND SECTIONS Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA scale: AS NOTED Sign Type: 3A, B MONUMENT SIGNS Qty. (1)- EACH 05 of 07 i E C 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 -- Drawn By: RC Checked By: RJ Approved: Pm., JW Rev. Ai Rev.® Rev. Rev.® SECTION @ LEAF CABINET Fa; rWE Proeci LDING DEPT. PCC EDMONDS 06 of O7 " Job # 0150800 z o location: EDMONDS, WA Z) r- state; AS NOTED `L z � W cl-a z z LLJ Sign Type: o � z CD N � MIN co cn c: G C)J CD A- x MONUMENT Q �mcj O 75 N � SIGNS cn N rIN " Qty. (1) EACH 06 of O7 id U Q J J LU z U_ � m C/) Cw U J W w U w U Q U w J w M C/) Q CD F- :5- C3 - LU U =F— o Ld o LLI H U O LQL Cn Q � J m Q ZD z Q J = } mo C-) w Q o 0 F— 1 M . U_ � O w LU 0 J U z� U U C,) � _ U J J O < 27 rn _ LUQ o =D n a W N= M - CD . • M V W M Q W LU o CD0 LU w U J m U C/) Q �Im � 1 U_ � O w LU = No m N W J U z� U U C,) � _ U J J O < 27 rn LUQ U w = a CN J art � Q ent rJ V� :�� z m U U U LU _ N W J z= Q oLL J U w cr) U Q Cr W J U CD z J m WQ C U z_ Q LU CZ LZ BUILDING DEPT. I I C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 5.15.08 Drawn By RC Checked By: RJ Approved: PM: JW Rev.Ai Rev.© Rev.,& Rev.A SECTION @ "PCC" CABINET Project PCC EDMONDS Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: . . 3A,36 MONUMENT SIGNS Qty. (1 ) EACH 07 of 07 GENERAL DESCRIPTION: DOUBLE - SIDED FLEXIBLE BANNERS PROVIDED BY SIGNTECH. RIGID BANNER ARMS MOUNTED TO EXISTING WALL SURFACE BY G.C. BANNER AREA: 28.75 SQ. FT. FLEXIBLE BANNER 36" x 116" (BY SIGNTECH) EXISTING WALL 3 1/2"0 STEEL PIPE (4" OD) FABRICATED, INSTALLED, PAINTED AND ENGINEERIED BY G.C. MP20148 (DARK SILVER METALLIC) FABRICATED END CAP BY SIGNTECH MP20148 (DARK SILVER METALLIC) 5" s 1FRONT ELEVATION 5"0 x 1/4" TH ALUM (5052-H32) 31/2" STEEL PIPE (4" OD) CAPPED ON END BY G.C. 18-8 SS 3/8-16 x 1" FHSCS MMC#92210A624 OR EQUAL 4"0 x 1/4" TH ALUM (5052-H32) 2 FRONT ELEVATION APPROVED BY PLANNING IM (.a`nQ.i owy -��NEt;. rw-�At . sUuae.Ez�a �H�Li1Cf5 �IhIT'�l'G�c _ L��i1zLEE�r--e +c -¢rt Ift9A CM -4 u N [ �SeAri 46Y� g424. JE:Ia ub7% riauuc-v 1�41Ne¢-0 z Kut .a s to wi-40,{ BUILDING DEPT. 3 PROPOSED BANNER COLORS AND GRAPHIC PLACEMENT N A T U R MARKETS FABRICATOR: T E C H 6300 Merrill Creek Parkway Suite"A400 Everett, WA 98203 (T) 425.775.7444 (F) 425 .775.2505 Designer Approval: By: Date:— Client ate: Client Approval: By: Date: ❑ Concept ■ Fabrication Intent ❑ Final Shop Drawing ❑ Engineered Date: 05114/08 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. 0 Rev. Rev. Q Rev. Al DIMENSIONAL OVERVIEW Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 4 BANNER SIGNAGE Qty. (8) TOTAL 01 of 02 SOUTH ELEVATION SCALE: 1/16" =1'-0" 26' - 7" 2 WESTEs ELEVATION R 1/16- u 2 3 ?� BUILDING DEPT. —� I'ATO'RAL MARKETS FABRICATOR: T E C H 6300 Merrill Creek Parkway Suite A400 Everett, WA 98203 (T) 425.775.7444 (F) 425.775.2505 Date: 05/14/08 Drawn By: JG Checked By: RJ Approved: PM: JW Rev. Rev. Rev. Q Rev. ®_ PROPOSED LOCATION ELEVATION Job #:0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 4 BANNER SIGNAGE Qty. (8) TOTAL 02 of 02 GENERAL DESCRIPTION: DOUBLE- SIDED, POLE MOUNTED, NON -ILLUMINATED FABRICATED ALUMINUM 5' 118° WEATHER VANES WITH A STEEL SUPPORT PIPE. ICONS ROTATE WITH THE WIND, AND PLACED WITHIN THE PLANTER BED SO EACH ICON CAN SPIN INDEPENDANTLY OF ONE ANOTHER. THE STEEL PIPE IS COATED WITH A RUST INHIBITOR PRIMER AND PAINT. psi SIGN AREA: h"' 2'-816" NATURA L MARKETS COW -12 SO. FT. ACTUAL SIGN AREA SPOON -15 SO. FT. ACTUAL SIGN AREA ._----- FISH -;FISH - 15 SO. FT. ACTUAL SIGN AREA FABRICATOR: EST. WEIGHT: COW - 300 LBS. s SPOON - 400 LBS. 5' Be' 1 E C H FISH - 320 LBS. 6300 Merrill Creek Parkway 1/8" TH. DOUBLE SIDED ALUM. ICONS Suite A400 . WITH INTERNAL FRAME Everett, WA 98203 FINISH SCHEDULE: (T) 425.775.7444 (F) 425 .775 .2505 0 MAP TO MATCH DALYS C2 401 WILDWOOD MP 61345 4' 68" 4' 5Z' FABRICATED ALUMINUM SPINDLE Designer Approval: 0 MP 20087 - WARM METALLIC- MEDIUM By: 4100 MP 20147 -WARM METALLIC -DARK , Date: 2-404„ Client Approval: By: Date:- 5" ate: 5" SCH 40 STEEL PIPE ❑ Concept (5.563" O.D.) ■ Fabrication Intent ❑ Final Shop Drawing ■ Engineered 24'-14 Date: 05-21-08 Drawn By: MC Checked By: RJ 21'-4q° TO. BASEPLATE Approved: 19' 816° PM: JW Rev. tQ 16-11" Rev.zQ 15'-4" Rev. 0 TO BASEPLATE 14'-14" Rev. TO BASEPLATE DIMENSIONAL OVERVIEW APPROVED BY PLANNING 61i[An/ Job #: 0150800 W1 (vyl –haylt Location: EDMONDS, WA Scale: AS NOTED EXISTING CURB AND PLANTER BED Sign Type: 5 WEATHER VANE MAY 2 3 �qj� ICONS BUILDING DEPT. ay. (1)OF EACH FRONT ELEVATION 01 of 05 0 F2 C 77 D BUILDING DEPT. i E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date Drawn: 05-21-08 Drawn By MC Checked By: RJ Approved: PM:. JW Rev. A Rev. A Rev. A Rev.A DIMENSIONAL OVERVIEW Project PCC - EDMONDS Job # 0150800 Location: EDMONDS, WA Scale: Sign Type: 5 WEATHERVANE ICONS Qty. (1) EACH 02 of 05 2' 4'-6g" ICON ELEVATION SCALE: 3/32" = 1" aND 3/8 -16 X 5/8" S.S. EIHSC 1/8" ALUM. ICONS T01 1 1/8" TH. ALU 1 1/4" ARCHITECTURAL CHAI WELDED TO FACE SIDE OF 1/f ICON AND EXPDXIED TO f 3/8" TH. 5'-88" DCALE: CON ELEVATION 3/32" = 1" BUILDING DEPT. r E c H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 (T) 425.775.7444 (F) 425.775.2505 Date Drawn: 05-21-08 Drawn By: MC Checked By: RJ Approved: Pm., . JW Rev., Rev.02 Rev. Rev.® ELEVATIONS / DETAILS Project PCC - REDMOND Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 5 WEATHERVANE ICONS Qty. (1) . EAC H 03 of 05 E 2-81E ICON ELEVATION SCALE: 3/32" = 1" I" Or'D 40 ALUM. PIPE (1.315 C 8-32 x 1/2" S.S. BHSCS 1" 0 ALUM. BAR SLEEVES VTO 1" SCD 40 ALUM. PIPI SECTION TYP SCALE. 1/2" = 1" 1/8" TH. ALUM. ICON 1 1/4" ARCHITECTURAL CHANNEL WELDED TO FACE SIDE OF 1/8" TH. ICON AND EXPDXIED TO BACK 3 -16 X 5/8" S.S. BHSCS ATTACHES B" ALUM. ICONS TO 1 1/4" S.S. ROD A SECTION SCALE: 3/32" = 1" p SECTION SPOON ONLY SCALE: 1/2" = 1" 1/4 - 20 x 1" S.S. HEX HEAD MACHINE SCREW WITH WASHER 1/2" 0 x 1/2" LONG NYLON SPACER FOR 1/4" SCREW 1/4" TH. ALUM. FABRICATED CAP WELDED TO BOTH SIDES OF 1/8" TH. ALUM. ICONS WITH A 1/2" HOLE ON CENTER FOR NYLON SPACER 1/8" TH. ALUM. STRIPS WELDED TO ONE SIDE OF 1/8" TH. ALUM. ICON AND EPDXIED TO OTHER TEFLON WASHER BSECTION ;� SCAfE.=3/32,'1' It�'D BUILDING DEPT. T E C H 6300 Merrill Creek Parkway Suite A400 Everett, Washington 98203 IT) 425.775.7444 IFI 425.775.2505 Date Drawn: 05-21-08 Drawn By: MC Checked By: RJ Approved: PM.• JW Rev.,& Rev.A Rev. A Rev.A ELEVATION / SECTIONS Project PCC - REDMOND Job # 0150800 Location: EDMONDS, WA Scale: AS NOTED Sign Type: 5 WEATHERVANE ICONS Qty. (1) EACH 04 of 05 C APPROVED BY PLANNING �' L,L .......... M A: wc- NN APPROVED BY PLANNING �' L,L .......... 111011-e : 11Aq1yd'ic1*o Ike-ecs-l" S;4//T /625�5( Olve Mu --c7- 14e o.41V -mcers-1hee RECEiVeo r---1 L ---A JUL 2 4 1992 PERMIT COUNTER wc- 111011-e : 11Aq1yd'ic1*o Ike-ecs-l" S;4//T /625�5( Olve Mu --c7- 14e o.41V -mcers-1hee RECEiVeo r---1 L ---A JUL 2 4 1992 PERMIT COUNTER C mo -EN 0 EXIST. EXIT I I I I I 1 I I I I L --.J I++" I" 1c, 4 EXIST. DRIVEWAY SITE PLAN NOTES: 1. PROPERTY LINES FROM A.L.T.A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 09105 2. LOCATION OF EXISTING BUILDINGS IS APPROXIMATE RELATIVE TO PROPERTY LINES 3. EXISTING PARKING LAYOUT FROM SITE PLAN BY VELOCIPEDE ARCHITECTS DATED 28 MARCH 2008 4. ALL ITEMS SHOWN ARE EXISTING TO REMAIN, UNLESS NOTED AS "DEMO" OR "NEW" �� of cn X w EXISTING EGRESS CORRIDOR WIN WA 1�j7 4 EXIST. DRIVEWAY j EXISTING BOWLING ALLEY 24 LANES 1111117111 EXISTING SITE PLAN NO NEW WORK 1" = 20'-0" N STREET FILE w(I RECEIVED s OCT 01 2009 D 4P(Y OFLDING 0EDMONDSN� 3104 Western Avenue #102 Seattle WA 98121 ua FrUL!0R GU £.l ei• a TiOu;9 ki DATE: 30 SEP 2009 PHASE: PERMIT SET PROJECT: 0950 DRAWN: CAA SCALE: 1" = 20'-0" SITE PLAN A° cn 4 :10 rri0 rn PLUPARING CALCULATIONS 2006 UPC PLUMBING CODE PER TABLE 7-3 AND TABLE A-2 BUILDING SUMMARY FIXTURE TYPE MIN. - ;SIZE AP/Att IN. DOMESTIC WATER WSFU ` W PER TOTAL QTY FIXTURE TOTAL FIXTURE HW I SEWER DFU PER FIXTURE TOTAL DISHWASHER, DOMESTIC, INDEPENDENT DRAIN 1.5 1 1.5 1.5 1.5. 1.5 2 2 DRINKING FOUNTAIN, WATER COOLER ASSEMBLY 1.25 1 0.75 0.75 8.00 PRV REQUIRED: SETPOINT (P840 ',- MG,.SU PRESS P SUp P LY URE FOR PI E SIZING 7 .O 2 HOSE BIBB COLD WATER PRESSURE LOSS: ACTUAL ID INCHES 2.5 - - - - - - - - - - FLOOR .DRAIN 3 9 - - - - - - - 6 54 SHOWER, SINGLE 2 1 2 2 2 2 2 2 LAVATORY; SINGLE 1.25 10 1 10 1 10 1 10 SINKS -- Sizing based on 8.0 psi/100' max & - -- -- -- -- -- KITCHEN,: DOMESTIC 2 DRAIN 15 1 1.5 1.5 1.5 1.5 2 2 SERVICE OR MOP BASIN 2 OR 3 2 3 6 3 6 3 6 URINALS - - 266- 470 FU 2 1/2 - - - 471- 744 FU 3 - - - - - - PRIVA , 1 UPF 2 1 3 - - - - - 2 0 PRIVATE, > 1 GPF 2 150 4 - - - - - 2 0 PUBUC, 1 GPF 2 2 4 8-- 10- 16 FU 1 -- 2 4 PUBLIC, > 1 GPF 2,658 29- 45 FU 1 1/2 5 _57- - - - - - 2 0 ASSEMBLY.1 2 251- 410 FU 3 - -- -- -- 6 0 ASSEMBLY, > 1 GPF 2 V 6 - - _ - - - 6 0 WATER CLOSETS _ _ Sizing based on FV System (FT=Flush Tank, FV -Flush Valve) 69,360 FU Range or" am 162 339 1.6 GPF GRAVITY & FLU OMETER TANK, PRIVATE .3 0.5-.1.75 FU 3/4 2.5 - - - - - - 3 0 1.6 GPF GR VITY & FLUSHOM TER TANK, PUBLIC 3 13- 35 FU 1 1/2 2.5 - - - - - 4 0 1.6 GPF GRAVITY & rILU576METER TANK, ASSEMBLY 3 346- 692 FU 3 3.5 - - - - - 6 0 1.6: GPF F1t SHOMETER VALVE, PUBLIC = 10 5 50 - - - - 4 40 1.6 GPF OMETER VALVE. ASSEMBLY 3 1 6 - - 17,951 - - 6 0 >1.6 GPF FLU HOMETER VALVE, PRIVATE 3 1 7 - - - - 4 0 >11.6 OF FLUSHOMETER VALVE, PUBLIC 3 700 8 - - - - - 6 0 >1.6 GPF FLUSHOMETER VALVE, ASSEMBLY 3 14,9651 10 - - - - - - 8 0 COMM RCIAL KITCHEN AND LAUNDRY EQUIPMENT - - 2,420 - - - - - - - - - - - DISHWASHE - INDIRECT WASTE <50 GPM IW 383 4 12 1 4 12 - - - 23,643 38,295 1,000 92 192 362 743 1,113 2,145 THREE COMP SINK 3 4 3 12 3 12 6 24 PREP SINK 1W 8 1.5 12 1.5 12 16 STEAMER. 1W 5 10 0. - - - - HOTWELL __1W_ 2 1 2 0 1 2 DIPPERWELL IW 1. 1 1 1 1 1 1 HAND SINK 1.5 . 13 1 13 1 13 1 13 JUICE, COFFEE, ICE MAKERS IW 4 1 4- - - -- - - - O FILLER -- 4 2 8 2 8 FUTURE TENANT SPACES - - 2 20 40 E- 20 40 20 40 1/15/2004 I TOTALS 1 87I 201 1.751 11 27 1 1 225 Cold Cold Water Piping to be Sized Based on a FV System. TV -Flush -Valve, 'F? = Flush Tank) Hot, Water Piping to be Sized Based on a FT S tem . 0. .=Flush Valve, FT Flush ` Tank) PIPE WATER PRESSURE- AT METER (PSI)lop INLET PRESSURE P1-14.7 2 PSIG BUILDING .SUPPLY 202 91 _2r - MAINS FIX UNI GPM SIZE HOT WATER 127 50 -'2w- 1 1 1/4 1 PRV FALL OFF 'AT PEAK FLOWJPSI). Cold Cold Water Piping to be Sized Based on a FV System. TV -Flush -Valve, 'F? = Flush Tank) Hot, Water Piping to be Sized Based on a FT S tem . 0. .=Flush Valve, FT Flush ` Tank) PIPE WATER PRESSURE- AT METER (PSI)lop INLET PRESSURE P1-14.7 2 PSIG BUILDING .SUPPLY 202 91 _2r - COLD C WATER 202 91 2 HOT WATER 127 50 -'2w- MEDIUM PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION 402.4, UTILIZING EQUATION 4-2 AS ALLOWED. THIS TABLE APPLIES ONLY TO NATURAL GAS AT 1.5 PSIG AND ABOVE IN SCHEDULE 40 METALLIC PIPE OF SIZES SHOWN. IF GAS WATER PRESSURE- AT METER (PSI)lop INLET PRESSURE P1-14.7 2 PSIG PRESSURE DROP DELTA N METER LOSS (PSI) DOWNSTREAM PRESSURE P2-14.7 -1 2" DIAMETER METER r, SPECIFIC GRAVITY PIPE LOSS -BETWEEN METER AND BLDG (PSI) 1.6 20.60 'FT OF`2.0 IN DIA -,...L, PIPE 8:1 PSIf100' LASS RTU -3 BACKFLOW ,PRESSURE LOSS 6.0 1/2 13 WATER PRESSURE AT BUILDING (PSI) 83.4 If meter pressure less BFP loss exceeds 8OPSI, PRV required, 1 1 1/4 1 PRV FALL OFF 'AT PEAK FLOWJPSI). 8.00 PRV REQUIRED: SETPOINT (P840 ',- MG,.SU PRESS P SUp P LY URE FOR PI E SIZING 7 .O 2 5 COLD WATER PRESSURE LOSS: ACTUAL ID INCHES 0.622 ELE VA716N PSI 8.7 20 FETA "0,43 SI TIF 1.38 MIN. RESIDUAL PRESS. AT REMOTE FIXT. (PSI) 25.0 2.067 TOTAL PRESSURE LOSS: 33.7 4.0261 5.0471 72.0 EQUIVALENT LENGTH FT 15.0 MBH - 33.7 80.0 MBH AVAILABLE PRESSURE (PSI) 38.3 (3) steamers oven (DELI KITCHEN) LONGEST PIPE RUN (FT) 330.0 38.34 X 100 FT 25 X 1.25 (FITTINGS) 1.25 412.5 413 FT 2657 Friction Loss Not to Exceed 9.3 PSI/10OFT LOSS 8,181 Size All Piping Based on a Friction loss of PSI/1OOFT LOSS 90,683 and .max velocity based. on installation standard. 265,831 COPPER TYPE L COLD WATER 463 969 Sizing based on 8.0 psi/100' max & 8.0 ft/sec max velocity 5,624 Sizing based on FT System (FT Flush Tank, FV=Flus Valve) 30,550 FU Range pipe dw 112,824 182,744 0- 4 FU 1/2 372 79 4.5- 11 FU 3/4 3,014 4,517 12- 22 FU 1 13,874 24,536 23- 50 FU 1 1/4 90,613 146,769 51- 100 FU 1 1/2 319 666 101- 265. FU 2 2,580 3,866 266- 470 FU 2 1/2 11,875. 21,001 471- 744 FU 3 _77,560 125,627. 745- 1710 FU 4 282 591 1711- 3000 FU 5 4286 3,427 COPPER TYPE L HOT WATER 10,526 18,614 Sizing based on 8.0 psi/100' max & 5.0 ft/sec max velocity 111,348 150 256 535 FU Range 2,072 3,105 0- 4 FU 1/2 9,538 16,867 5- 9 FU 3/4 62,292 100,896 10- 16 FU 1 219 0 17- 28 FU 1 1/4 1,773 2,658 29- 45 FU 1 1/2 8,164 14,437 46- 120 FU 2 53,318 86,361 121- 250 FU 2 1/2 194 406 251- 410 FU 3 1,572 2,356 411- 850 FU 4 7,236 12,796 851- 1670 FU 5 47,259 76,546 300 176 368 COPPER.TYPE L COLD WATER 1,424 2,134 Sizing based on 8.0 psi/100' max & 8.0 ft/sec max velocity p Sizing based on FV System (FT=Flush Tank, FV -Flush Valve) 69,360 FU Range or" am 162 339 0- 0 FU 1/2 1,310 1,964 0.5-.1.75 FU 3/4 . 6,032 10,668 2.75- 3.25 FU 1 39,398 63,814 4.25- 12 FU 1` 1/4 151 315 13- 35 FU 1 1/2 1,219 r, 36- 135 FU 2 5,612 0 136- 345 FU 2 1/2 36,654 F.. o 346- 692 FU 3 141 296 693- 1710 FU 4 1,144 g 171.1- 3000 FU 5 5,266 9,312 19,003 34,392 MEDIUM PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION 402.4, UTILIZING EQUATION 4-2 AS ALLOWED. THIS TABLE APPLIES ONLY TO NATURAL GAS AT 1.5 PSIG AND ABOVE IN SCHEDULE 40 METALLIC PIPE OF SIZES SHOWN. IF GAS NATURAL INLET PRESSURE P1-14.7 2 PSIG PRESSURE DROP DELTA N 0.5 PSIG DOWNSTREAM PRESSURE P2-14.7 1.5 PSIG SPECIFIC GRAVITY 1 0.60 P1 1 16.7 1 PSIA P2 I 16.21P D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = F6R NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-2 IN 2006 IFGC), D= (0^0.381)A(18.93((P1 ^2-P2"2)*Y/(CR*L))" 0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING LOW PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION:402.4, UTILIZING EQUATION 4-1 ' AS ALLOWED. THIS TABLE APPLIES ONLY TO LOW PRESSURE GAS LESS THAN 1.5 PSIG IN SCHEDULE 40 METALLIC PIPE OF PIPE SIZES SHOWN. GAS PIPE SIZE INLET PRESSURE P1-14.7 6 IN. W.C. PRESSURE DROP DELTA H 0.5 IN. W.C. DOWNSTREAM PRESSURE P2-14.7 5.5 IN. W.C. SPECIFIC GRAVITY 0.60 RTU -3 - NOMINAL ID INCHES 1/2 13 4 1 1 1 1/4 1 1 1/2 1 2 1 2 1 2 3 4 5 6 ACTUAL ID INCHES 0.622 0.824 1.049 1.38 1.61 2.067 2.469 3.0681 4.0261 5.0471 6.065 EQUIVALENT LENGTH FT 15.0 MBH char broiler (DELI KITCHEN) 80.0 MBH MAXIMUM CAPACITY IN CUBIC FEET PER HOUR (3) steamers oven (DELI KITCHEN) 720.0 MBH 10 25 674 1,410 2657 5,458 8,181 15,761 25,129 44,439 90,683 164,120 265,831 50 463 969 1,827 3,732 5,624 10,835 17,275 30,550 62,340 112,824 182,744 75 372 79 7467 3,014 4,517 8,702 13,874 24,536 50,067 90,613 146,769 100 319 666 1,256 2,580 3,866 7,449 11,875. 21,001 42,855 _77,560 125,627. 125 282 591 1,113 4286 3,427 6,602 10,526 18,614 37,984 68,745 111,348 150 256 535 1,009 2,072 3,105 5,982 9,538 16,867 34,419 • 62,292 100,896 200 219 458 863 1,773 2,658 5,120- 8,164 14,437 29,461 53,318 86,361 250 194 406 765 1,572 2,356 4,539 7 7,236 12,796 26,112 47,259 76,546 300 176 368 693 1,424 2,134 4,112 6,5 7 11,595 23,661 42,822 69,360 350 162 339 638 1,310 1,964 3,784.- . 6,032 10,668 21.769 39,398 63,814 400 151 315 593 1,219 1,827 3,520 5,612 9,925 20,253 36,654 59,369 450 141 296 557 1,144 1,714 3,303 5,266 9,312 19,003 34,392 55,706 500 133 279 526 1,080 1,619 3,120 4,974- 8,797 17,951 32;488 52,621 600 121 253 477 979 1,467 2,827 4,507 7,971 16,266 29,438 47,681 700 111 233 439 901 1,350 2,601 4,147 7,334 14,9651 27,084 43,868 800 103 217 408 838 1,256 2,420 3,858 6,823 13,923 25,197 40,813 900 97 203 383 786 1,178 2,271 3,620 6,402 131064 23,643 38,295 1,000 92 192 362 743 1,113 2,145 3,420 .6,047 1 12,340.. 22,334 36,174 D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = F6R NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-2 IN 2006 IFGC), D= (0^0.381)A(18.93((P1 ^2-P2"2)*Y/(CR*L))" 0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING LOW PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION:402.4, UTILIZING EQUATION 4-1 ' AS ALLOWED. THIS TABLE APPLIES ONLY TO LOW PRESSURE GAS LESS THAN 1.5 PSIG IN SCHEDULE 40 METALLIC PIPE OF PIPE SIZES SHOWN. GAS NATURAL INLET PRESSURE P1-14.7 6 IN. W.C. PRESSURE DROP DELTA H 0.5 IN. W.C. DOWNSTREAM PRESSURE P2-14.7 5.5 IN. W.C. SPECIFIC GRAVITY 0.60 THIS IS PRESSURE DELIVERED TO THE BUILDING GAS PIPING SYSTEM THIS IS MINIMUM PRESSURE DELIVERED AT MOST REMOTE APPLIANCE D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = FOR NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-1 IN 2006 IFGC), D= (Q" 0.381)/((19.17(DELTA li/(CR*L))-0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING UPC Gas Load Summary Water Heater PIPE SIZE ITEM 0 am Generator 300.D MBH RTU -1 600.0 MBH RTU -2 200.0 MBH RTU -3 130.0 MBH NOMINAL ID INCHES 1/2 1 3/4 1 1 1 1 1/4 1 1 1/2 1 2 1 2 1/2 1 3 1 4 1 51 6 ACTUAL ID INCHES 0.6221 0.8241 1.049 .1.381 1.61 2.0671 2.4691 3.0681 4.026 5;047 ..6.065 EQUIVALENT LENGTH FT 15.0 MBH char broiler (DELI KITCHEN) 80.0 MBH MAXIMUM CAPACITY IN CUBIC FEET PER HOUR 91.0 MBH (3) steamers oven (DELI KITCHEN) 720.0 MBH 10 173 362 682 1,401 2,100 4,046 6,450 11,407 23,276 42,126 68,233 20 119 249 469 963 1,443 2,781 4,434 7,841 16,001 28,959 46,906 30 96 200 377 774 1,159 2,234 3,561 6,298 12,851 23,258 37, 72 40 82 171 322 662 992 1,912 3,048 5,391 11,000 19,908., 32,245 50 72 152 286 587 880 1,695 2,702 4,778 9,750 17,645 ' 28,581 75 58 122 229 1 471 706 1,361 .2,170 3,8372,,l 7,430 144,172:. 100 50 104 196:, 403; 6{35 ,::- 1,185., >_1.,857 '3,285 r87t32.=..;12Y130::. 1/2 125 44 92 174 358 536, 1,033 11;646 2,911 5,941 10,752 17,41°5 150 40 1 84 158 324 486 936 1,492 2,638 5,383 .9;7421.' 15,780 200 34 72 1 135 277 416 801 1 1,277 2,258 4,608 8,339 13,507 250 30 64 120 246 368 710 1,132 2,001 4,084 7, 91 11,972 300 28 58 108 223 334 643 1,025 1,813 3,700 6,697. 10,848 350 25 53 100 205 307 592 943 1,668 3,405 6,162 9,980 400 24 49 93 191 1 286 551 878 1,552 3,167 5,732 9,285 450 22 46 87 179 268 -51 824 1,456 2,972 5,379. 8,712 500 21 44 82 169 253 488 1 778 1 1,376 2,807 5,081 8,230 550 20 41 78 160 241 463 1 739 1 1,307 2,666 4,826 7,816 600 1 19 40 75 153 229' 442 1 705 1 1,247 2,544 4,604 7,457 D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = FOR NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-1 IN 2006 IFGC), D= (Q" 0.381)/((19.17(DELTA li/(CR*L))-0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING UPC Gas Load Summary Water Heater 199.0 MBH ITEM 0 am Generator 300.D MBH RTU -1 600.0 MBH RTU -2 200.0 MBH RTU -3 130.0 MBH RTU -4 60.0 MBH RTU -5 60.0 MBH UH -1 THRU 4 200.0 MBH MUA-1 350.0 MBH MUA-2 350.0 MBH MUA-3 225.0 MBH tota l 2j47&_0 OVENS & ALL OTHER KITCHEN EQUIP 28"D x 74,5"H range (6) burner (CLASSROOM) 200.0 MBH range (4) burner (CLASSROOM) 200.0 MBH (2) stockpot stove (DELI KITCHEN) 106.0 MBH range (6) burner (DELI KITCHEN) 180.0 MBH add on griddle (DELI KITCHEN) 15.0 MBH char broiler (DELI KITCHEN) 80.0 MBH tilting skillet (DELI KITCHEN) 91.0 MBH (3) steamers oven (DELI KITCHEN) 720.0 MBH rotisserie oven 41.0 rool in baking oven (DELI KITCHEN) 175.0 MBH izza oven DELI KITCHEN 125.0 MBH t>jtll 'k93&0 ON TOW 4,807.0 GAS WATER, HEATER SCHEDULE ITEM WASTE EQUIPMENT NUMBER WH -1 CW HW SERVICE CONDITIONS REMARKS TYPE POWER VENT USE 140 DEGREE STORAGE CAPACITY 100. CAPACITY MBH INPUT 199. CAPACITY MBH OUTPUT 187. EFF 94% WORKING PRESSURE PSIG 160, VENT CONNECTOR DIA: 4" DIA x HEIGHT 28"D x 74,5"H WEIGHT LBS 127.1 ELECTRICAL DATA WILKINS 500HR VOLTAGE 120/60/1 2" PRESSURE REDUCING VALVE SUPPORT, JAY R. SMITH "0210_Y" MANUFACTURER -DESIGN BASIS - BFP-1 ` MANUFACTURER MODEL A.O.SMITH BTH-199 NOTES GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON SEAT; TOTO "SC134" COLOR; COTTON WC -1H WATER CLOSET - ADA COMPLIANT 1/16/2008 PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS WC -1 WATER CLOSET 4 - 2 1/2 - TOTO "CT708V" - WALL MOUNT COLOR; COTTON JONESPEC/FD-2375 12"x12", 6" >SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS SET RIM 1/2- ABOVE FINISHED FLOOR TD -1 TRENCH DRAIN (SIZE PER PLANS) ZURN/Z-886 TRAP; PERMA-TRENCH; 6" PRE -SLOPED HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL SYSTEM; BOTTOM DOME STRAINER; STAINLESS STEEL TOP VENEER FRAME; HEAVY DUTY CLASS D REINFORCE STAINLESS STEEL PERFORATED GRATE. HD-1 FLUSH VAVLE; TOTO "TET3ANSR" BRUSHED STAINLESS GRATE. IN HUB OF 3" SOIL PIPE W TRAP. CASE AND COOLER CONDENSATE PRV-1 1" PRESSURE REDUCING VALVE WILKINS 500HR NO PRV-2 2" PRESSURE REDUCING VALVE SUPPORT, JAY R. SMITH "0210_Y" IMPELLER DIA -INCHES - BFP-1 ` 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR WILKINS 950XLT BRAKE HORSEPOWER GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON SEAT; TOTO "SC134" COLOR; COTTON WC -1H WATER CLOSET - ADA COMPLIANT 4 - 2 1/2 - TOTO "CT708V" - WALL MOUNT COLOR; COTTON 3250 ADA HEIGHT (17.25") 115/60/1 N/A INLET & OUTLET TAP SIZE MANUFACTURER -DESIGN BASISTACO 007 - BRONZE 31e FLUSH VAVLE; TOTO "TET3ANSR" BRUSHED STAINLESS 2 i , 24 HR TIME CLOCK CONTROL 2 PROVIDE UNIIONS AT PUMP CONNECTIONS 12"x16" 29"x67" MANUFACTURER -DESIGN BASIS AMTROL ST -25V THERMA-STOR II -1 SUPPORT, JAY R. SMITH "0210_Y" NOTE 1 REMARKS 1 PROVIDE WITH TWO 1-5/8- OD REFRIGERANT. CONNECTIONS SEAT; TOTO "SC134" COLOR; COTTON L-1 LAVATORY - DROP IN 1-1/2 - 1-1/2 1/2 1/2 KOHLER CAXTON "K -2205-G COLER; WHITE, 17"x14" UNDERMOUNT FAUCET; SLOAN OPTIMA PLUS "EBF -187" DECK MOUNT, MIXING VALVE: WATTS MMV TRAP COVER; PLUMBEREX "301" COLER; GRAY SOAP DISPENSER; SLOAN "ESD -250" CHROME L-2 LAVATORY - DROP IN 1-1/2 - 1-1/2 1/2 1/2 KOHLER CAXTON "K -2205-G COLER; WHITE, 17"x14" UNDERMOUNT FAUCET; SLOAN OPTIMA PLUS "EBF -187" DECK MOUNT, MIXING VALVE: WATTS MMV TRAP COVER; PWMBEREX "301" COLER; GRAY SOAP DISPENSER; SLOAN "ESD -250" CHROME SH -1 SHOWER 2 - 1-1/2 1/2 1/2 SPEAKMAN; "VS -1970 -AF" CHROME PLATED UR -1 URINAL - ADA COMPLIANT 2 - 1-1/2 3/4 - TOTO "UT104V" COLOR; COTTON FLUSH VALVE; TOTO "TEU3ANSR" UR -2 URINAL - NON ADA 2 - 1-1/2 3/4 - TOTO 'UTl04V* - COLOR; COTTON FLUSH VALVE; TOTO "TEU3ANSR" DF -1 DRINKING FOUNTAIN 1-1/2 - 1-1/2 1/2 - ELKAY, "EDFP-117-C" BRUSHED STAINLESS. FULLY RECESSED SK -1 SINGLE COMP PRE RINSE SINK 1-1/2 - 1-1/2 1/2 1/2 MOEN; LANCELOT "22377" STAINLESS, 32x18 UNDERMOUNT FAUCET; CHICAGO "540-LDL9-372" 2 MS -1 MOP SINK 3 - 1-1/2 1/2 1/2 STERN WLLIIAMS; SERVICEPTOR "SB -902 -BP" COLOR; PEARL GRAY MARBLE 24x24 W/SPLASH FAUCET: CHICAGO "445-DJ13-241" W CHEMIZER PLUS CHEMICAL MANAGEMENT SYSTEM Project - PCL EDMONDS f..,,L , Fv"„ �1VII U e 0f 0 6ALLU11, 1ZUV/1FW 'H, lODU. MEETS ASHRAE 90.1. PROVIDE RELIEF TO HUB SET WATER HEATER TO 110 DEG. FDRilltd`I�i=t SIt�IK�OR flP11�N) 2. REFER TO KITCHEN CONSULTANT PLANS FOR KITCHEN EQUIPMENT CONNECTION SCHEDULE. 3/7/2008 HYDRANT, DRAIN, AND RPP SCHEDULE SYMBOL ITEM MAKE MODEL REMARKS HB -1 HOSE BIBS WOODFORD 65 FREEZELESS WALL HYDRANT W1 VACUM BREAKER FD -1 FLOOR DRAIN FD OR FUNNEL SIZE PER PLANS ZURN Z-415 FD ROUND OR SQUARE TOP TO MATCH FLOOR FINISH FD -2 FLOOR DRAIN FD OR FUNNEL SIZE PER PLANS ZURN Z-415 FD OR EQUAL FLOOR DRAIN WITH BRASS GRATE IN CUSTOMER & STAFF TOILETS FS -1 FLOOR SINK (SIZE/GRATE CONFIGURATION PER PLANS) JONESPEC/FD-2375 12"x12", 6" >SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS SET RIM 1/2- ABOVE FINISHED FLOOR TD -1 TRENCH DRAIN (SIZE PER PLANS) ZURN/Z-886 TRAP; PERMA-TRENCH; 6" PRE -SLOPED HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL SYSTEM; BOTTOM DOME STRAINER; STAINLESS STEEL TOP VENEER FRAME; HEAVY DUTY CLASS D REINFORCE STAINLESS STEEL PERFORATED GRATE. HD-1 HUB DRAIN SIZE PER PLANS JONES STPHENS D-59-103 GRATE. IN HUB OF 3" SOIL PIPE W TRAP. CASE AND COOLER CONDENSATE PRV-1 1" PRESSURE REDUCING VALVE WILKINS 500HR NO PRV-2 2" PRESSURE REDUCING VALVE WILKINS 500HR IMPELLER DIA -INCHES - BFP-1 ` 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR WILKINS 950XLT BRAKE HORSEPOWER GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON CONNECTIONS INLET OUTLET GT -41 ' GREASE TRAP ` J.R. SMITH jf8050 50GPM MOMR PIPING SYSTEM SCHEDULE AND SPECIFICATION SYSTEM ABOVE GROUND BELOW GROUND JOINT METHOD REMARKS PIPE INSULATION SOIL/WASTE/VENT ABS ABS SOLVENT WELD - COLD WATER & HOT WATER 2" AND SMALLER TYPE L COPPER TYPE K COPPER OR PEX 95/5 SOLDER ABOVE JACKETTED FIBERGLASS INSULATION ON ALL CIRCULATED DOMESTIC HOT MATER PIPING. THICKNESS PER WSEC TABLE 14-6. 1/2" INSULATION ON COLD WATER MAIN CONDENSATE COPPER N/A SOLDIER JOINTS INSULATE WITH 1/2" ARMAFLEX PROVIDE MINIMUM 3" TRAP ON RTU CONDENSATE INDIRECT DRAIN ABS N/A SOLVENT WELD - GAS PIPING BLACK STEEL ISCH 40 HDPE THREAD & COUPLE - STEEL MANF MECH JOINT - HDPE ANODELESS . RISERS AT HDPE TRANSITIONS TO ABOVE GROUND GAS PIPING. NOTES: PVC (WHITE) PIPING NOT PERMITTED ON THIS PROJECT. 1 IN i•n Mill PUMPS TANKS BAR MEASURES ONE INCH MARK NUMBER CP_1 EQUIPMENT NUMBER ET -1 SERVICE O" LOCATION ABOVE MOP RM. AREA DRAWING, ADJUST SCALES SYSTEM LQCATION ABOVE MOP RM. DOMESTIC TYPE CARTRIDGE DOMESTIC TYPE SERVI CE CONDITIONS CAPACITY -GPM 3 TOTAL HEAD -FT 10 FLUID WATER TEMPERATURE -DEG F 140 DEG F NO SERVICE CONDITIONS UNIT CONDITIONS IMPELLER DIA -INCHES - SPEED -RPM 3250 BRAKE HORSEPOWER - MINIMUM EFFICIENCY-% FOAM URETHAN CONNECTIONS INLET OUTLET 3/4- SWEAT WATER PRESSURE - PSI MOMR 150 ENCLOSURE TYPE - HORSEPOWER -MINIMUM 80 WATTS SPEED -RPM 3250 VOLTS -PHASE -HERTZ 115/60/1 N/A INLET & OUTLET TAP SIZE MANUFACTURER -DESIGN BASISTACO 007 - BRONZE 31e WEIGHT FULL NOTES__(l), 2 i , 24 HR TIME CLOCK CONTROL 2 PROVIDE UNIIONS AT PUMP CONNECTIONS 12"x16" 1 . -/ 1 / -/f If IP% STORAGE A EXPA SIGN TANKS BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING EQUIPMENT NUMBER ET -1 ST -1 O" IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS SERVICE DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. LQCATION ABOVE MOP RM. ABOVE MOP RM. SYSTEM DOMESTIC DOMESTIC TYPE ORIENTATION VER71CAL VERTICAL LINING YES YES ASME NO NO SERVICE CONDITIONS CAPACITY - GALLONS 6.0 119.0 ACCEPTANCE - GALLONS EXP TANKS INSULATION " FOAM URETHANE2" FOAM URETHAN FLUID WATER WATER PRESSURE - PSI 150 150 TEMPERATURE - DEG F 140 140 UNIT CONDITIONS BOILER CONNECTION SIZE N/A N/A INLET & OUTLET TAP SIZE 3l4" 31e WEIGHT FULL 90 LB 1420 LB DIAMETER AND HEIGHT 12"x16" 29"x67" MANUFACTURER -DESIGN BASIS AMTROL ST -25V THERMA-STOR II -1 NOTE 1 REMARKS 1 PROVIDE WITH TWO 1-5/8- OD REFRIGERANT. CONNECTIONS FIEUSE OF DOCUMENTS VERFY SCALE BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, O" IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. Location 9803 EDMONDS WAY EDMONDS, WA 98020 Prepared For PCC NATURAL MARKETS 4201 Roosevelt Way NE Seattle, WA 98105 ph, (286)=547-1222 Olympic View Water and Sewer Di, Aworoved .fog Constructio i Date `ai 19' LM now0. DATE REVISION 3/10/08 PERMIT REVISIONS PARTNER IN CHARGE TGH PROJECT MANAGER TGH PROJECT ENGINEER TGH PROJECT TEAM MEMBERS SDB CHECK TGH ENGINEERS SEAL mlLJLALA 2062 �� ^ �SSIoIvA l EXPIRES 5/1 2009 11, mggm iii n SCHEDULES SHEET NUMBER a PCC NATURAL g 2LB•/6"w c 50 MBH . . GAS • MARKET GAS METERO REGULATOR, PROVIDE VENT PIPING GELATO FACTORY " Y4"G STUB, FOR TO APPROVED OUTSIDE LOCATION 0 CTI E CONN ��yp�y� .. • . .. , r .. ;:� " � �, �+1•• GAS METER ._......300 MBH 2LB•/6 W.C. GAS GENE . . G G G _ RETAIL WEST G G G REGULATOR, PROVIDE VENT PIPING G G G G G G G G G GAS METER -�:•: G_,,.,—.,7 _ .._ . G ... .... ,...G... i G G G G G G G G RETAIL EAST TO APPROVED OUTSIDE LOCATION [ IPG MPG MP 3 GMPG G G .G G ' MPG . 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OVED +.. , TO IPPR t PIPING I 7t . � 4 F •� UW SEE -MECH. l�� COCLE 4, - - 7 ,! 1 LOCATI W � C;'. '• - .. ••-= .. _ _ _ _ _ — — — ,rr • r-' _ : S t:_�, r 4 ! , ' I� n� •>. .. ', Irl «, i••.A F .� „I I :, 4 , r 'p�_*P.' .. ! .t .� - in I '.; I PG - 4) LIQ •��•r� {. 1 4� F•1� h f I 1 • _ 'L f. WATER SERVICE _. XIT,_ IL CW&H , J i 1j� V CJ -1—� ., .., t. , . • ... I , � is SEE DETAIL { f i 1✓ll( i !I I• y Yrir G,', b Y I i I L' C [' r' .? a. .� OW 1 ((ll 1 I : { _. I s• I' I°- +t 1 r. I :w ,r r - ��i �0 !/ =f UI iL 1� _.. +. •:. ta,_, _n.t .4 .. „...,. .u.l::�t ,. _. )..5. sl w -1 i - yCj( •c. 1 4 1• i , I ':. , ... - .r:: •. , .• ,- � : ' ` '1 MPG UP .. e „ I 'i. •' .. '. GIs �-�..^.art•1 .. �'-i. .` " '. ' . :'v �I �' !� 1 , , . I I caci .,K t :, I \t t •Y• i. 1 } I Yi p I I. I , .i 'I 7 cl r' V I : tc "1 f 1 � + 'F .. ,s DOCK 0- � ,1 :• I: a t ... / ' /�� '°t• 7 S •I I �1 I .j, r :s 1 + {I �i I �LIJ'• _ ,I, l \ J- li � ! ,I� r _ •i ! , , I:•{:' ^.�I � 1' .. - i f � "� f � k , : 1 a'1',�t;� f �', r � !_..�. ,\y:. ',�, .... _ _.. ;•' .:�ET".'.r•,bJ.•..•.', •,.::.: C:I�IrEit,.�{� TO I RI ATION :. G 1 ,\\ I [ - 1 , rl I j :I Ir 1 .I I ti- 5 I ' I , I 1 , .,i . f•.-:> MPG ... q : - .:• i ..,, : __ - t.:.J .. i I _ it ;. : '! F M w + I •I. i ,�1� a' J'+• ] ` I Ii' p SIG 3 i �.�Ei`,.J>,.+I+..I•I ii: 1�9 BH 2 fi W.C. CAS H i DLA -VENT PIPING u I REGULATOR, �ROVI E�. I p I QR1 I. I'sla�_-f �-:Y'�t t - i I , , � _ ABOVE 4 F...... MQUNTED ' 1 TO APP 0 OU E LOCA bN II ' I _ ' . I - I. T CP E i - r is t . !1 OCE RY G i a I I 1: • . A ;,. : :,! � � r ' I 1:: 1 1 1 P4.Q ,• "•. _ Y<'1= r ,.7 • i . r � .. L 1.. I FREEZER CASE � i •i 4': h : I s k. 1 �I�D'. _ - ,.4...._{. .S." 'I t • � i' i rNt I ,' dr iil ,I 1 J .I . t{ i. f 'Y ! _ t - , - „ I " t 1 ... ..._.... .. _..._._...... .. { 4. ,�. - - CW T PROVIDE AIR'. \ j; �Y =� + I l `F ADMITTANCE VAL' + _ lT '[�- r j x i t Cw, ....,.... .� i . ' l , ,�:.—««...«_ .,—«:rte__ ! / .. r, ., : ,. \'•. i D H 2 4+ a�1 : Y 4;TYP\ y i rr y +, N '. •n: : Y, sJ L• 3"Vb 1 ' .. 1f.• 7 qyf^ : i .. ._:'i:i� % t Ij - :' ,. -. -. !, I ,_:. ''•t.� {�1-.-1<,e irtyf,t i.,f l', \� (I' _ ^}� - �I't a SK i:1 t CW , ,1 1 , J 1 , 1H9 •5 w I' r , , „ , -y i. .74 :i P4-1 • a `• _. 1 a 4� F: i 1'� S' .1 WD ,P , �H D ,!f s y'> �p(i1JJn1- , , t ; - 1 ) ,. 1H >. I P3.0 k � - yy Ii. t l! w , .�.� �` P3U ►. G G G G MINIM, 3 VTR �. , T ( , i , : l r , ..:..`p $�'� I�•j, 1 H ...� i •05�4"�(i�t./i,J is PNEP _ ® HD ' G STUB FO D _ 1] CW STUB FOR 2 l i •'4 I C 1:: r: TURF TENANT FUTURE TEN T ` FU _.....-.... �. r V STUB Fok : , T1 " FUTURE TENANT " 1h7CW STUB OR 2 G STUB FOR �4 VTR n I 1 ` FUTURE TENANT RE TE A T RE 3 .� STUB FOR FUTURE N FUTURE TENANT •':I :� tj 7. SHEET NOTES \ 4 it , i i'�'� :I 1 I I 1 •1 „� j HAUL �'+S r r I I '9 ! t'hX3L L. 11 „ 1 4 HOT &COLD WATER LINES DOWN IN WALL TO S KETTLE W HD ._.,.....; ; ;. 1: / CW & HW Ct?NNCTION. ; ` i PROVIDE RPZ TYPE BACKFLOW PRE VE ; R. t'/ �..•,,:... ...., J 1 ® I CEILING. SINK. PROVIDE SHUT-0� VALVES ABOVE I , . r..t I • _-�j;' _ _ PANWASHER/BOOSTER HEATER W/ !HW TION 1 -COMP. SINK W/ j�"'' HOT & COLD WATER O CONNECTIC?N. PROVIDE CONNECTION T BOOSTER T CONN'S TO FAUCET• PROVIDE SEPERATE t : ,:,' HTR. PROYIOE RPZ TYPE BACKFLOW I40EVENTER ! i : ' : �: SHUT-OFF & CHECK VALVES FOR FAUCET. t s.: :'i% :Y STRAINER `& PRESSURE REDUCING VAL E SET ®i -- - 1 I.Y') t it Hp PROVIOE'IN�TA HOT «r,; j ,:.r• ( - t, € I " 20 PSI OUTLET PRESSURE. di i.._ .._ # r I 3 3 -COMP SINK W HOT & COLD WATER i.,hi t j i 1 a - ®, i" ? -'; '1 ® THIS HAND SINK, ;. r ' tr `-' HD -.. 120V/1�, 15A 4 t f CONN'S TO EACH FAUCET. PROVIDE SEPERATE ": r ® GAS SOLENOID VALVE INTERLOCK Wlj�j HOC 'FIR E i i 1 HD t _.. -_.� _ : 1: SHUT-OFF & CHECK VALVES FOR EACH FAUCET. i "a 3 VTR i - - _ \I : r, �. : : - I I I FS � ti ii^ -,', i .T, SUPP r:�'Y�'}EM. c �, N • l t I'- �' .,�' HAND��SI�''-w` j HOT & COLtt� �•-a it ` � 1 • AN w 1 I i ? '. ..— .:. .. __. - ..;..:.::..r.._...- ,,I, . , , .'ti � ,..,:,L,, :q.,... r,.. L.. ,_:-d : i I AI 7... P4.1 TYP.. - . _ -. _ .. ROLL IN BAKING OVEN -W CW CTl •,:..:. � � .,. ,-: �,. _ . SEE' OET L �'.. � I w PROVIDE RPZ TYPE BACKFLOW W LINE 0 TOP OF PRODU ASE R C LOW PRE R 1 HW _. � C DOWN T CE 'C � I PROVIDE SHUT-OFF VALVE & DOUBLE CHECK �-� ! ; < r 5,;: ©OFFSET HOT WATER MAIN TO HANG SIK/ i HD ;; ;• . ° BACKFLOW PREVENTER. FINAL CONNECTION BY LAVATORY: AS NEEDED TO PROVIDE IhTANT HOT ,: I HD REFRIG. CONTR. l s WATER, SEE DETAIL 7/P4.1. ii II; I' Hp " 4 \�.1 ICE MACHINE W/ }� �CONlIE6A8N,,F O E 2 8 4✓20MA PULSE OUTPUT WATER METE OUTPUT !I i HW G MPG-lorrRPBA. TO CPC CONTROL SYSTEM. MF. ND i..-" 0��EK / " CW CONNE TI CPCOCONTROL S STEM MA PULSE TCOORDINATEGAS R 4�1i!UTPUT TORING4, i N i Ho 1 - --t�9�1€'dE i w R. PROVIDE 4-20MA REQUIRMENTS ,W/ GAS COMPANY. ` 1� G 1 1�'� HW' PULSE OUTPUT WATE METER. OUTPUT'TO CPC : '•'. -� � � �.: CONTROL SYSTEM. ® SANITIZING COMPARTMENT IW TO FLO , SINK I ' „ 1%"CW 1"MPG ' HD 1 1 Y CW &� ® FILL FAUC }� 2 T COLD WATER CONN'S TYPICAL FOR ALL 3` COMP SINKS.; 1 W -i TO FAUCE W/AIRGAP. ROVIDE SEPERATE S "MPG UP FAUCET. i I * MPG UP 2SHUT-OFF COMP. SINK W/ }�" HOT &FCOLD WATER i CON TO FAUCET PROVIDE SEPERATE' I , 3"VTR l ; 4"w UP L_ - LVE ' . _ SHUT-OFF &CHECK VALVES FOR FAUCET. i E ' I .. , r s. - r . 1 I . r'COLD111. I .. : -a ........ ... _... .. .....__. .: _ ... _.__. _-... .... _ .... `RINSE 5 NK W HOT � WA I i I � � I . , : :. i' - . +. .}• x-...la:.j .,'F I ?' r: i ' - �. . . i 4 E w ' - .. �1 - -I ---- SEE- SHEET P2,] 1} _ C!!� . .n. I & .. FOR CONTINUATION ,+ r r ; ..r. _ _ SHUT-OFF &CHECK VALVES FOR FAUCET. EAST1] ' �Q .. ... i..,._ . .4 !u,♦ a{,: :,.r�:- �?t .:'.,, .' Y, . tI :;; ::,=^i.l; - :•• ; 'J ' + P DISNW : SER w/ WW CONNECTION. PROVIDE E RPZ 2"WU2"wUP TYPE;j BACKFLOW PREVENTER, STRAINER & i i I '• _ .. 1 W UP... 'S RG _ ... . _ VALVE SET®25 PS} W DN PRESSURE. UP - 2 .. ?; - _...,.... _._ _ .... _..-...._ ...:........... ... .__ ..4 =' : }YCW & HW DN TO 1 -COMP. SINK CONN'S TO FAUCET. PROVIDE SEPERATE SHUT-OFF &CHECK Orel WC Cf1A cel t RELW_ OF DOCL VERFY SCALE BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN. INSTRUMENT OF PROFESSIONAL SERVICE,; IS THE 0" �� PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. Cr W CL i HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 98103 Phone: (206) 706-1680 Pioz: (208) 706-1830 www.hvengineerins. biz "roieci — PCC - EDMONDS Lcr at i.i 9803 EDMONDS WAY EDMONDS, WA 98020 Prepared For. PLIC NATURAL MARKETS 4201 R N 0 Roosevelt Way E Y Seattle, WA 98105 ph. (206)-547-1222 Olympic View Water antl Sewer District Approved for_�ust��iea--; PARTNER IN CHARGE TGH PROJECT MANAGER TGH PROJECT ENGINEER TGH PROJECT TEAM MEMBERS SDB CHECK TGH ENGINEERS SEAL TITLE FLOOR PLAN PLUMBING SHEET NUMBER 2" AIR INTAKE UP IN WALL -CONNECT TO - VENT SYSTEM JAY R SMITH FIG. 4915 FLOOR ACCESS - COVER 3" INLET III' PROVIDE SUITABLE CONCRETE PAD PER MANUFACTURER REQUIREMENTS 12" ABS EXTENSION FLOW CONTROL FITTING NON-SKID COVER 2" V. UP IN WALL CONNECT TO VENT SYSTEM LOCK AND LIFT RING CLEANOUT FINISHED FLOOR VARI ES 8W TO 20" ADJUST TO SUIT INLET ELEVATION 3" OUTLET j AIR RELIEF J.R. SMITH GREASE INTERCEPTOR 50 GPM CAPACITY MODEL 8050 REMOVABLE BAFFLES BUILDING DRAIN BALL VALVE WITH VALVED ANTI -SIPHON HOSE BIBB CONNECTION. (N.C.) WATER_ SERVICE DETAIL SCALE: NTS 2)T (64 r UNE C.0 - 01 r 3" (76mm) 4 ., 2" / 3" (76mm) // 24" (610 mm) MAX. TAILPIECE 3" (76mm) 2" INCREASER AT TRAP TYP 00 r 3" (76mm) 0000,2" N s WASTE ENTERS SIDE OF DRAIN / 3" (76mm) 0042 3" (76mm) 45' L'S (0.79 RAD) n COMBINATION WASTE ANDVENT SYSTEM SCALE: NTS TOP OF HUB OF COUPLING SHALL BE )F ABOVE FLOOR UNE MAX 24" SCALE: NTS SEE PLANS FOR SIZE & CONTINUATION GATE VALVE (TYPICAL) UNION (TYPICAL) CIRCU ATING PUMP /�r-CHECKL VALVE (TYPICAL) EXPANSION TANK — 4-20MA PULSE OUTPUT WATER METER OUTPUT TO CPC CONTROL SYSTM. TEMPERATURE SENSOR TO CPC CONTROL SYSTEM, TYPICAL RELIEF VALVE, PRESSURE AND TEMPERATURE. PIPE DRAIN FULL SIZE TO MOP SINK BELOW RECIRC WATER TO "MID PORT" DRAIN VALVE, TYP. W.H. AND RECLAIM TANK DRAIN TO APPROVED LOCATION R10 INSULATION UNDER TANK PER CODE FLOOR/PLATFORM R10 INSULATION UNDER TANK PER CODE CONDENSATE LINES FROM REFRIERATION CASES -NIC. 1 "AIR GAP PROVIDE 3" CAST IRON HUB OR 3"PVC COUPLING ON TOP OF -PIPE. a FLOOR UNE HSTRAINER D-1; SUPPLEMENTARY '-----3-X'2" CAST IRON OR PVC SHORT REDUCER 2"X3" CAST IRON OR PVC ,----SHORT INCREASER 3" CAST IRON OR PVC PIPE WITH TRAP TO CONDENSATE �� SEWER SYSTEM ROOF FLASHING ROOF . I HOT GAS FROM RACK I I "B" - 1-5/8" OD THERMOMETER I 1-1/2" PRE -HEATED VIATER 1"_O -(HEA T TRAP) S S �iRAP... WATER HEATER If�1D : RECL+4IM TANK TO RESTRAINT. TWO PLACES: 4-20MA PULSE OUTPUT GAS METER OUTPUT TO CPC CONTROL SYSTEM E 3LAIM TANK W TER HEATER M GAS COCK t . DRIP LEG R10 INSULATION UNDER TANK PER CODE DRAIN PAN DETAILGAS WATER HEATER P�4 O SCALE: NTS GAS PIPING AND EQUIPMENT EQUIPMENT AND PIPING BY GAS INCLUDED IN THIS PERMIT x UTILITY: NOT IN THIS PERMIT- 4-20MA PULSE OUTPUT GAS METER OUTPUT TO CPC CONTROL SYSTM COORDINATE VENT ROUTED TO MONITORING REQUIRMENTS W/ rAPPROVED LOCATION. GAS COMPANY I REGULATOR BY GAS UTTLIrY. GAS METER AND REGULATOR 2j�"MP BY GAS UTILITY, 4,607 CFH AT 2 PSI METER a .I GAS SERVICE FROM STREET. BY GAS UTILITY. MEDIUMS GAS METER SCALE: NTS MANHOLE FRAMES & COVERS. NEENAH FOUNDRY CO. GASKETED, LOCKING GAS TIGHT. SIZE TO SUIT TANK OPENING (TYP. 3 PI ArFR) 00 4" W. PLAN INV EXTERIOR PRECAST GREASE TRAP NTS PRESSURE REDUCING VALVE WITH THERMAL - EXPANSION BYPASS. REDUCED PESSURE PRINCIPLE BACKFLOW- . PREVENTOR PREHEATED WATER_ INLET WATER HAMMER ARRESTOR STRAINER W/ BLOW -OFF VALVE THERMOMETER/PRESSURE GAUGE *T&P VALVE DISHWASHER 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. FLOOR * PIPE RELIEF VALVE TO OPEN DRAIN, INSTALL IN ACCORDANCE WITH ALL LOCAL CODES. sDISHWASHER CONNECTIONDETAIL SCALE: NTS GAS VALVE REDUCER (AS REQUIRDED) REDUCER (AS REQUIRDED) UNION --`—DRIP LEG ASSEMBLY CONNECTIONTYPICAL GAS lzl�o SCALE: NTS LOW PRESSURE GAS TO APPLIANCE/MECH UNIT REGULATOR: SEE PLANS FOR CAPACITY AN PRESSURE REQUIREMENTS GAS VALVE VENT W/SCREEN. FOR INTERIOR INSTALLATIONS PROVIDE VENT PIPING NION TO APPROVED OUTSIDE LOCATION, TURN DOWN AND SCREEN OUTLET. �--�RESSURE GAS SUPPLY GAS PRESSURE REGULATOR DETAIL NOT TO SCALE MINIMUM 4" OVERLAP TOP OF ROOFING, NOT TO SCALE �-" SOLDER LEAD COUNTER FLASHING COLLAR TO COUPLING LEAD FLASHING (3 LB.) /—HOT MOP FLASHING TO ROOF `4`14"' 4`' HOLE EXTENSIONS REQUIRED TO 5H OUT COVERS AS WN. MATCH SLOPE LOADING DOCK. V. SEE PLAN CONTINUATION LET PLAN UATION FIELM OF DOCUIVIENTS VERY SCALE BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE 0" PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO 8E U5ED, IN Wh10LE OR IN PART, FOR ANY OTHER PRO�CT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HY ENGINEERING, fNC. ACCORDINGLY. Location - 9803 EDMONDS WAY EDMONDS, WA 98020 Promared For PCC NATURAL MARKETS _ETS 4201 Roosevelt Way NE Seattle, WA 98105 ph. (206)-547-1222 PIC View Water and Sewer District pproved for Co ct nstruction Jill NO. DATE REVISION 1 2/20/08 ADDENDUM 01 2 3/10/08 PERMIT REVISIONS PARTNER IN CHARGE TGH PROJECT MANAGER TGH PROJECT ENGINEER TGH PROJECT TEAM MEMBERS SDB CHECK TGH ENGINEERS SEAL IBM WILE DETAILS PROJECT NO. 2007-045 - DATE FEBRUARY 1, 2008 PROJECT NETWORK PATH SHEET NUMBER 37.50' S88045'18'E 615'-Zp)'�' 131..73' N88045'18"V F JTURE NATURALbo AS GENERATOR EL. 320.1' ON CONCRETE PAD y (/tl DN NEW ONCRETE PATH FR DM NEW EXIT TO 20'-8 70 - EXIST. EXIST. ONCRETE PATH EXIST. MASONRY SCREEN WALL 6'-6' IST. EXIT RAMP °- ECESSED INTO EXIST. DOCK BUILDING v o EXIST. IRE SPRINKLER v _ o 4 B CKFLOW VALVE IN VAULT vii m EXIST.STREET LIGHT u' EX ST. LIGHT POLE, EXIST. CHEDULED EX -3 CONC. T. PAVING NEW CONCRETE PATH 2' TO SIDEWALK C- �' 9 NEW TRASH o 1.4 NCLOSURE ° acs - E2.8 E2.13 A0.4 A0.4 " 0 .w1+ LU W 00 NEW LIGHT FIXTURE, SCHEDULED EX -6 I - JEMOLISH EXIST. 1 DRIVEWAY, 43'- 13/16" II $ REPLACE STREET CURB AND SIDEWALK i ' E2.15 HEIGHT CALCULAT N — — — SMALLEST RE CT GLE TO EN LOSE BUI DING EL 317.5' _¢a "' UJ w > NEW BICYCLE RACK, SEE FLOOR PLAN _ NEW CONCRETE �k� E2.16 ACCESSIBLE E2.27 " .NEW: E E2.15 MONUMENT S, IG 4 IPROVIDE POW RELOCATE EXIST. CURB AT D IVEWAY 9 FEET EXIST. LIGHT POLE, TO RUTH (DELETE SINGLE HEAD, ONE PARKING STALL) REPLACE LAMP SCHEDULED EX -3 / /I PROPERTY LINE CONTINUES 60.00 FEET TO THE NORTH EL. 346.0' 2 -9 718" lui 0 W 0 z a J Z Y m r— • csi C T 440 Iz SIGN: V WITH e� ACCESSIBLE V TALL 1/8" = 1'-0" PIMA FA 11 — r � sop OrA -0 'A ME CIA 41. + ./ --- - NEW LIGHT POLE, SINGLE HEAD, PROVIDE POWER, SCHEDULED EX E LIGHT POLE, QUAD HEAD, S DULED EX -4 N"... ItAN'TED ISLAND WITH ....� EW 44" WIDE PAINTED INTE TED C SURROUND, 1 S ING AT NEW EXIST. LIGHT POLE, EXIST. LIGHT POLE, — SETBACK LINE ETE IG ARKING STALLS), QUAD HEAD, QUAD HEAD, �.. ACCESSIBLE ROUTE, RAIN G EN DETAIL I 'L I n,PL SCHEDULED EX -4 r SCHEDULED EXE ........ ......... ... ........... .. PROPERTY LINE 12 I I °� ° A6.5 .......... ... 0 3 ry 8=8y 2. 0' 89 0 '56"W I I . �.. .. I ,w 0) Liu I M � >" NEW C T RETURNS, Y NER � 8:8,, ,� EXIST. STREET LIGHT (D TE TWO PARKIN STALL „ I Y 1 w 1 CART RETURNS, BY OWNER EXIST. LIGHT POLE, EXIST. LIGHT POLE, •. ¢ LIGHT POLE ��y XIST. , `� �9 (DELFT TWO PARKING STALLS) QUAD HEAD, T QUAD HEAD, rn a UAD HEAD, � I SCHEDULED EX -4 SCHEDULED EX -4 cw,� +�\`L CHEDULED EX -4\`L 0 24'-0" 1P: 25'-0" 1 125'-0.. N 20'-0" CD. �— � I �- 1 ��P a� s ED co NEW LIGHT POLE, 11 SINGLE HEAD, NEW PLANTED ISLAND WITH — — — REVERSE IENTATION A6.5 PROVIDE POWER, INTERRUPTED CURB SURROUND, NEW CART RETURN, BY NER o OF CURB ISL DS AND SCHEDULED EX -3A (DELETE ONE PARKING STALL), (DELETE ONE PARKING ALL) U-, EXIST. PARKING STALL STRIPING, a EXIST. PLANTED ISLANDS 9,-0„ 04 STALL STRIPI G SEE RAIN GARDEN DETAIL AT THIS RO ONLY REPAINT IN PLACE, TYPICAL r AND CURBS TO REMAIN, TYPICAL E IST. ILLUMINATED II 12 POLE SIGN, NEW GROCERY o 2 ' SET ACK IN / TENANT SIGN ; --<? N a 10 37.13' N86°50'03"W 109.18' N88°44'0 "W E T LIGHT EXIST. _ =560.00' DRIVEWAY EXIST. STREET LIGHT NEW ILLUMINATED,2�.�+� -s EDM U MONUMENT SIGN, 0 PROVIDE POWER 2 `r (T"TLS r l.�l•-/fi�� (�S'�gm, a`�-•t�/t�_ t4.� o OSURE," ERS' COOP 20'-0" �o 4" , 20'-0" nv 101 fl EXIST. DRIVEWAY D WAY A � NOTED N NEERINC; Dater jo po SIGN: ACCESSIBLE STALL B4Og ITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGV *_ACCESSIB.LE STILLS i SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOI, +60" TO BOTTOM OF SIGN ACCESSIBLE STILL 04 118" =1 -011 8.10* SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN ACCESSIBLE STALL 1/811 /8" = 1'-0" ,�.. "Nothing in this permit approval process shall be interpreted as'al.lowing or permitting the ffiainten ,' f;hiy currently existing illegal, nonconformbr un erntitted building, stru or site confi t%raWi' hic� is outjide the scope of e germit app lfi a>:i n, regardler,:, of whether such building, str&tWr or condit%on is shown on th site plan or dravuin, Such building, structure r condition may be the subject of a separate enforcement action." APPRpDV P AZNNING� ,� i 3 .yh. '1 PARKING SPACES REO'D:, PARKING SPACES PROPOSED: 27S BARRIER FREE PARKING SPACES: ne �/ U Colmer �4- Flamm,,,,,,, backs Required Actual Cont 5 20 , z 3S 'ides NlE 0 ZO N l0 eaz W 20 20 ther c b y f2d•� 40 23 o,"+ 2 )57.6- 321-611 576 ti ti ti 8- yvep ,, , ��a 7 1 ep To D ITT,j �9 SITE PLAN NOTES: N 1. PROPERTY LINES FRON.T.A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 09/05 2. LOCATION OF EXISTINOLDINGS IS APPROXIMATE RELATIVE TO PROPERTY LINES E 3. EXISTING PARKING LAY FROM SITE PLAN BY JOHN T. DALY, ARCHITECT DATED 2/3/93 4. ALL ITEMS SHOWN ARE STING TO REMAIN, UNLESS NOTED AS "DEMO" OR "NEW" s VEILOCIIPIEDE anrknn> 5265 University Way NE Seattle WA 98105 7459 EGISTERED RCHITECT c�oace osrAaw STATE OF WASHINGTON RESUB JAN 17 2000 WILDING DEPARTMENT CITY OF EDMONDS X*t, >�i A3 16 JAN 2008 2 28 DEC 2007 6 DEC 2007 E: 17 AUG 2007 SE: SHELL PERMIT PROJECT: 0738 DRAWN: MPT, GHO SCALE: 1" = 20'.0" SITE PLAN (3, 1ITX C 0 V 37.50' S88° '18" F TURF NATURAL AS GENERATOR ON CONCRETE PA NEW ONCRETE PATH FR DM NEW EXIT TO EXIST. 3ONCRETE PATH EXIST. MASONRY SCREEN WALL IST. EXIT RAMP ECESSED INTO BUILDING EXIST. IRE SPRINKLER B CKFLOW VALVE IN VAULT EXIST.STREET LIGHT EX ST. LIGHT POLE, CHEDULED EX -3 NEW CONCRETE PATH \\ TO SIDEWALK 9 NEW TRASH 1.4 NCLOSURE E2.8 E2.13 J O > UJ W_ 00 NEW LIGHT FIXTURE, SCHEDULED EX -6 EMOLISH EXIST. DRIVEWAY, REPLACE STREET / UR9 AND SIDEWALK E2.15 / A0.4 H IG T CALCULATI N LLE:ST RECTAN LE Tr EN LOSE BUILD NG 20'-8 ME"grA ' r • 5 N I co UJ o EXIST. CONC. SII PAVING "1 43'-413/16" 131.73' N88045'18"V PROPERTY LINE CONTINUES 60.00 FEET TO THE NORTH ■ EL. 346.0' T T A 23'-9 7/8" 0 W Io z o J � Y ICV M °' LU Cn r LU 0 0 a C) z 0 SIGN: VAN WITH A( ACCESSIBLE V TALL 118" =1'-0" SIGN: ACCESSIBLE STALL 810y ITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN 03 ACCESSIBLE STALLS 18;0 SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN ACCESSIBLE STAL 04 L ..................... o _ AXc..� ...... ...... :: NEW.CONC: A CESSIB TER OLE, SINGLE HEAD, . — — _ �- 6"-011.... EXIST PLAN NEW LIGHT P Q EL — EL: 326.0 CURB RAMP AND CURB PROVIDE POWER, SCHEDULED EX -3A c i LU ... . NEW:CONCRETE:: . X > NEW BICYCLE RACK, - TE CU ...... ............. ........ ...... .. ... . . - UJ — - AND SIDEWALK ALONG ACCESSIBLE .E2:16: o [� SEE FLOOR PLAN d 111113 ao LINE OF EXISTING CURB RAMP, . A0:4 :.... �3=pti NEW CONCRETE N 'NO PARKING" STRIPING CENTER:BE;TVIIEEN:...:. ......:�: .:..:.: .......� I • MASONRY: M COLS:, TYP::: ACCESSIBLE _L'�`� E2.16 �'► E2.27 3 2 1Ilk 3 4 — 3 3 8 - , . I 18, AQ'1 SHADED AREA DENOTES PROPOSED YARD 3 .15 // I NEW IL ,�� I �� o I 5 NEW 20" ONRY q PER "AGREEMENT CREATING YARD FOR FIRE EXPOSURE," E2 �� MONUMENT SIG , I A5 PLANTER BOX, SEE FLOOR'LAN r DATED APRIL 27, 2007, BETWEEN PUGET CONSUMERS' CO-OP A0.4 PROVIDE POW THRE NEW PO ES, AN THE ITY 0 EDMO DS o� RE OCATE EXIST. CURB --TOD WITH _ 20'-p.. \ T D IVEWAY 9 FEET EXIST. LIGHT POLE, CORATIVE ip � TO OUTH (DELETE SINGLE HEAD ONE ARKING STALL) REPLACE LAMP METAL PANELS I I SCHEDULED EX -3 E LIGHT POLE, - QUAD HEAD, S ULED EX -4 NEW NTED ISLAND WITH EW 44" WIDE PAINTED INTE TED C SURROUND, EXIST. LIGHT POLE, _ EXIST. LIGHT POLE, ...... ST ING AT NEW QUAD HEAD, SETBACK LINE ETE IG ARKING STALLS), I QUAD HEAD, C' �.. 3 ACCESSIBLE ROUTE, RAIN G EN DETAIL I 'L....... I TYP SCHEDULED EX -4 r SCHEDULED EX -4 �..... �.........I....�..... PROPERTY LINE 12 ... ,r, A6.5�..I......... . I 0 3 ti 8;8y 2. Of 89 0856"W UJ i:::: w :. : .:: I C"N N UJ NEW C T RETURNS Y NER I 8; EXIST. STREET IGHT (D TE TWO PARKIN STALL ,g, I CART RETURNS, BY OWNER EXIST. LIGHT POLE, o EXIST. LIGHT POLE, ¢. �, XIST. LIGHT POLE, � C, �J d'- UAD HEAD, „ (DELET TWO PARKING STALLS) QUAD HEAD, QUAD HEAD, �- I SCHEDULED EX -4 SCHEDULED EX -4 CD cwn `L CHEDULED EX -4 U►��`L Q o. 24'-0" 25'-0" 25'-0" � 20'-0" �. 0 �9 R I I M 20'-0" o j� NEW LIGHT POLE, dp , ' 11 SINGLE HEAD, NEW PLANTED ISLAND WITH — — A6.5 PROVIDE POWER, REVER ORIENTATION INTERRUPTED CURB SURROUND, NEW RETURN, BY OWNER o OF CURB I LANDS AND SCHEDULED EX -3A (DELETE ONE PARKING STALL), (DELETE ONE PARKING STA U) _ cV STALL STRI ING EXIST. PARKING STALL STRIPING, EXIST. PLANTED ISLANDS 9'-0" SEE RAIN GARDEN DETAIL AT THIS RO ONLY REPAINT IN PLACE, TYPICAL r AND CURBS TO REMAIN, TYPICAL E IST. ILLUMINATED II......... 12 .............. POLE SIGN, NEW GROCERYcs 2 ' SET ACK LINE TENANT SIGN FACEDIN �l 1T- �iJt7 ��1c U 0 IAp4w-w 37.13' N86050'03"W 109.18' N88.44' "W •� TREET LIGHT _ =560.00' EXIST. DRIVEWAY W EXIST. STREET LIGHT NEW ILLUMINATED U MONUMENT SIGN,�T, X1"4{ S D M N DS WAN � PROVIDE POWEE.R,`2cc Fj I l�Q�i•�•" a 1� r- � � Lof-c-ice U o 20'-0" SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN c' 5 ACCESSIBLE STALL 1/8, = 1'-0" ";Dv) L_1 f,4 A-L_tzy A-44_5'5 nr;;. L .e P7d� AJ01— ,n)6 fi:sp;m m APPROVE /►�©�, 5265 University Way NE Seattle WA 98105 y7459 REGISTERED ARCHITECT GEORGE 05TROW STATE OF WASHINGTON j"Nothing in this permit approval process all be r__44 interpreted as allnwirzg or permitting the r maintenance of a t1y currently existing ill r nonconforming or un era�.,.itted building, st cture or site condition. whNI is outside the scope f the permit application, reDdrdless of whether ch building, structure or condition is shown or the Biteplap or drawinz, Such building, structu or condition ma j be the subject of a separate enforcement action." 0 APPROVED BY NI G PLA� I �3�0$ W P=4 ARKING SPACES REUM.,? 10 �� M 0 00 ARKING SPACES PROPOSER.,•. -7�- C31 ARRIER FREE PARKING SPACES:.____ ne ISO Corner K. Flea— S backs Rec wired Ac„,� teal tont S o M Z 5 ides NIr 010 N10 0 ear W 20 26 ther t I,y re5444rq IS N 7-3 Leight z s (r G CIV ti CV 1a,;✓4.:.:Y^rte [J ✓i J EXIST. DRIVEWAY APP D S NOTED SITE PLAN NOTES: N BERING 1. PROPERTY LINES FROM A.A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 09/05 r 2. LOCATION OF EXISTING BUINGS IS APPROXIMATE RELATIVE TO PROPERTY LINES w E Date: 2 00 3. EXISTING PARKING LAYOUROM SITE PLAN BY JOHN T. DALY, ARCHITECT DATED 213193 4. ALL ITEMS SHOWN ARE EYING TO REMAIN, UNLESS NOTED AS "DEMO" OR "NEW" S RESUB JAN 17 2008 8UILDINC DEPARTMEENI- CITY OF IEDAMONDS -A 2_-e�> 2,,po 0 16 JAN 2008 A2 28 DEC 2007 Ot 6 DEC 2007 DATE: 17 AUG 2007 PHASE: SHELL PERMIT PROJECT: 0738 DRAWN: MPT, GHO SCALE: 1 — 20.0 SITE PLAN STREET FILE C4) . � g oQ -o K> � � Fl-n III 0 a UI { ASPHALT { "CUNc s ON O 0 P 24'CONC ED ASPHALT COVER SHEET AND KEY MAP NOT TO SCALE `&'copyright ZUUb belt Collins, All KlghtS Keservea SHEET 01 of SHEET INDEX 1-2-1 COVER SHEET PLANTING PLAN L1-1 DEMOLITION AND PROTECTION PLAN L1-2 DEMOLITION AND PROTECTION PLAN L1-3 DEMOLITION AND PROTECTION PLAN L1-4 DEMOLITION AND PROTECTION PLAN L1-5 DEMOLITION AND PROTECTION DETAI 1-2-6 AND NOTES PLANTING DETAILS 1-2-1 LANDSCAPE PLANTING PLAN 1-2-2 LANDSCAPE PLANTING PLAN 1-2-3 LANDSCAPE PLANTING PLAN 1-2-4 LANDSCAPE PLANTING PLAN 1-2-5 LANDSCAPE PLANTING DETAILS AND NOTES 1-2-6 LANDSCAPE PLANTING DETAILS AND NOTES 12 Sheets 3 v J rL I z J I 0 Uj w 0 I J M I J w rL U 0 z M N n O 00 O / / U C N "O C O n. U) P O E EQ 0 C 0 E I v LU I oV N d 7S LO to N 0 .L LL CL C a "COIN C - — SD— ri i nEMO EXISTING 8" PER SUGAR MAPLE � M MATCHI. DEMO EXISTING CURB, SEE CIVIL AND ARCH. PROPOSED CURB, SEE CIVIL AND ARCH. DEMO EXISTING CURB, RE: ARCH. PLANS il_v�V�v� V LJt7 VVH i (1) DEMO EXISTING 4" CALIPER MAPLE (1) DEMO EXISTING 6" CALIPER MAPLE (1) DEMO EXISTING 4' CALIPER MAPLE LANDSCAPE DEMO/PROTECTION PLAN- ®Copyright 2008 Belt Collins, All Rights Reserved TING 4" MAPLE SHEET 02 of 12 Sheets NOTES: 1. CONTRACTOR TO IMPORT 6" AMENDED TOPSOIL IN REMOVAL AREA TO REESTABLISH GRADE (TYP) 2. ALL PLANTING MATERIAL TO BE REMOVED INCLUDING ROOTBALL (TYP) 3. CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY NOTIFICATION CENTER OF WASHINGTON BEFORE PERFORMING ANY DEMOLITION, REMOVALS, DIGGING OR TRENCHING. Public Works; 7110 210th Street SW. Edmonds, WA (425) 771-0235,(425) 744-6057 Fax LEGEND TREE REMOVAL AND STUMP GRIND REMOVE AND DISPOSE: GROUND PLANE PLANT MATERIAL, MULCHES, FABRICS,ETC. TREE PROTECTION IN PLACE WITH FENCING SALVAGE AND RELOCATE EXISTING TREE 1 SEE DETAIL FOR TREE PROTECTION L1-5 FENCING DIMENSIONS TO MATCH DRIP LINE TREES WITHIN CLOSE PROXIMITY TO ONE ANOTHER MAY BE PROTECTED BY A SINGLE FENCE 0 0 Rev Date Description Eng Appy Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTHSTREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning • Civil Engineering i Elhhqqh'q Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 11e16W1L..n•jj��jj� T/206 285 4395 • F/206 285 4516 www.beitcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L I 1 JUL 2 5 2008 BUCITY OF EDMONDSN 1 (1) DEMO E) CALIPE (1) DEMO EXIST CALIPER h z J CL I Z J d I O M LU I M I r J I O J U Z H d O M LU 0 w a U U) 0 Z g N O 00 O _C O Q� Vl M 'O O 0 I w w 0� 0U N Q 3 to N 0 li a- DEMO EXISTING CURB, RE: CIVIL AND ARCH. PROPOSED CURB, RE: CIVIL AND ARCH. DEMO EXISTING CURB, RE: CIVIL AND ARCH. PROPOSED CURB, RE: CIVIL AND ARCH. LANDSCAPE DEMO/PROTECTION PLAN NORTH ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 03 of 12 Sheets NOTES: 1. CONTRACTOR TO IMPORT 6" AMENDED TOPSOIL IN REMOVAL AREA TO REESTABLISH GRADE (TYP) 2. ALL PLANTING MATERIAL TO BE REMOVED INCLUDING ROOTBALL (TYP) 3. CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY NOTIFICATION CENTER OF WASHINGTON BEFORE PERFORMING ANY DEMOLITION, REMOVALS, DIGGING OR TRENCHING. Public Works; 7110 210th Street SW. Edmonds, WA (425) 771-0235,(425) 744-6057 Fax HL LEGEND XTREE REMOVAL AND STUMP GRIND REMOVE AND DISPOSE: GROUND PLANE PLANT MATERIAL, MULCHES, FABRICS,ETC. O TREE PROTECTION IN PLACE WITH FENCING QSALVAGE AND RELOCATE EXISTING TREE 1 SEE DETAIL FENCING DIMENSIONS L1-5 TO MATCH DRIP LINE TREES WITHIN CLOSE PROXIMITY TO ONE ANOTHER MAY BE PROTECTED BY A SINGLE FENCE gAESUB JUL 2 5 2008 �UCIT OF EDM Z J W 1 19 (_ I O M W 0 M I J W 4_ Q U U) 0 QZ M N n 00 O O _C N U C N C O a 0 0 U C E E to h M 'O O 0 O E I U° W '0U 0 U d 75 LO tD N < O U -(L (1)DEMO EXISTING 4" CALIPER MAPLE (1) DEMO EXISTING 4" CALIPER MAPLE n (2) DEMO CALIPER PROPOSED PARKING BLOCKS, RE: CIVIL NG 2" O PROPOSED CURB, RE: N CIVIL AND ARCH. r� DEMO EXISTING CURB, RE: CIVIL AND ARCH. (1) 1 CAL LANDSCAPE DEMO/PROTECTION PLAN NORTH I (1) DEMO EXISTING 10" CALIPER MAPLE ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 04 of 12 Sheets NOTES: 1. CONTRACTOR TO IMPORT 6" AMENDED TOPSOIL IN REMOVAL AREA TO REESTABLISH GRADE (fYP) 2. ALL PLANTING MATERIAL TO BE REMOVED INCLUDING ROOTBALL (TYP) 3. CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY NOTIFICATION CENTER OF WASHINGTON BEFORE PERFORMING ANY DEMOLITION, REMOVALS, DIGGING OR TRENCHING. Public Works; 7110 210th Street SW. Edmonds, WA (425) 771-0235,(425) 744-6057 Fax LEGEND XTREE REMOVAL AND STUMP GRIND REMOVE AND DISPOSE: GROUND PLANE PLANT MATERIAL, MULCHES, FABRICS,ETC. O TREE PROTECTION IN PLACE WITH FENCING SALVAGE AND RELOCATE EXISTING TREE 1 SEE DETAIL FENCING DIMENSIONS L1-5 TO MATCH DRIP LINE TREES WITHIN CLOSE PROXIMITY TO ONE ANOTHER MAY BE PROTECTED BYASINGLE FENCE RESUS JUL 2 5 2000 BUTYAFDSCIEDMON 3 v C9 H z J O_ I z J d I O M w 0 M I J r7 i J w U V) 0 z V) N t` O O / U C N V 0 O CL O N O U C E 0 cp E t2 O 0 O E I � W o CI N I LO N 0 Ii a_ 31 g J EDMONDS WAY LANDSCAPE DEMO./PROTECTION PLAN- OCopyright 2008 Belt Collins, All Rights Reserved SHEET 05 -01 of 12 Sheets NOTES: 1. CONTRACTOR TO IMPORT 6" AMENDED TOPSOIL IN REMOVAL AREA TO REESTABLISH GRADE (TYP) 2. ALL PLANTING MATERIAL TO BE REMOVED INCLUDING ROOTBALL (TYP) 3. CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY NOTIFICATION CENTER OF WASHINGTON BEFORE PERFORMING ANY DEMOLITION, REMOVALS, DIGGING OR TRENCHING. Public Works; 7110 210th Street SW. Edmonds, WA (425) 771-0235,(425) 744-6057 Fax LEGEND XTREE REMOVAL AND STUMP GRIND REMOVE AND DISPOSE: GROUND PLANE PLANT MATERIAL, MULCHES, FABRICS,ETC. O TREE PROTECTION IN PLACE WITH FENCING SALVAGE AND RELOCATE EXISTING TREE 1 SEE DETAIL FENCING DIMENSIONS L1-5 TO MATCH DRIP LINE TREES WITHIN CLOSE PROXIMITY TO ONE ANOTHER MAY BE PROTECTED BY SINGLE FENCE Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning - Civil Engineering Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 BeltCollins' T/206 285 4395 - F/206 285 4516 www.beitcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L1 -4 Designed By: Drawn By. C6 Project No. 07jLJG5 Date ,j Date Date Date JUL 95 2008 6UILI)ING DEPARTMENT CITY OV EDMONDS 0 ,Rev Date Description Eng Appy Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning - Civil Engineering Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 BeltCollins' T/206 285 4395 - F/206 285 4516 www.beitcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L1 -4 Designed By: Drawn By. C6 Project No. 07jLJG5 Date ,j Date Date Date JUL 95 2008 6UILI)ING DEPARTMENT CITY OV EDMONDS 3 v F- z J CLI z J CL I 0 M w 0 I J 0 / z z O M w 0 w U) 0 z g N 000 c 7 U c 0 CL t 0 U c E E, nv � c O I � w U 0 U C,j d �Ln N 0 U_ a ZONE 2 TRUNK AND BRANCH PROTECTION • REQUIRED IF WHEELED CONSTRUCTION EQUIPMENT INVOLVED WITHIN 10' OR LESS TREE FENCING SHALL BE A MINIMUM OF 4' HIGH ORANGE POLYETHYLENE HEIGHT LAMINAR SAFETY VARIES NETTING POSTS SETTING TO 2' IN GROUND MADE OF DURABLE METAL "T" OR EQUIVALENT ZONE 3 ROOT PROTECTION VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE MINIMUM, OR TO BACK OF CANOPY OVERHANGS CURBING/ STREET PAVING RESTRICTED ZONE ZONE BRANCH PROTECTION PROTECT LOWER BRANCHES OF TREE CANOPY. CONTACT CITY FORESTER IF 1ANY PRUNING IS NEEDED WRAPPING OF BURLAP UNDER BOARDS 1" BOARDS NOT LESS THAN 5' LONG OR TO REACH FIRST SCAFFOLD BRANCH WIRE TO HOLD BOARDS IN PLACE, NO NAILS PERMITTED AERATION BEFORE FETED CONSTRUCTION NOTE: SEE CITY FORESTER PRIOR TO AERATION NOTE: 1. CONTRACTOR MAY TEMPORARILY REMOVE TREE PROTECTION FENCING IN ORDER TO PERFORM REQUIRED WORK. FENCING MUST BE REINSTALLED, PER THE DOCUMENTS, IMMEDIATELY AFTER THE WORK IS PERFORMED AND/ OR AT THE END OF EACH WORK DAY TREE PROTECTION NOTES: 1. ALL EXISTING TREES AND PLANTING NOTED TO REMAIN SHALL BE PROTECTED FROM DAMAGE. NO STOCKPILING, STORAGE, DRIVING OR PARKING VEHICLES OR EQUIPMENT WITHIN THE DRIP LINE OF THE TREE. 2. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY REMOVE EXISTING PLANT MATERIAL AND ROOT SYSTEM, WITH HAND TOOLS ONLY, PRIOR TO INSTALLING SPECIFIED TREE PROTECTION FENCING. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FENCE AND WATERING OF TREES THROUGHOUT ENTIRE CONSTRUCTION PERIOD UNTILIRRIGATION SYSTEM IS FULLY OPERATIONAL AND PROJECT IS TURNED OVER TO THE TOWN. THISINCLUDES REGULAR WATERING AND FERTILIZING SCHEDULE AND PEST/DISEASE CONTROL AS REQUIRED. 3. NOTIFY TOWN STAFF TO BE ON—SITE TO MONITOR ANY TRENCHING, EXCAVATION OR GRADING ACTIVITIES THAT FALL WITHIN THE DRIP LINE OF TREES TO REMAIN FIVE DAYS PRIOR TO ACTUAL WORK. IN TRENCHING AREAS ROOTS BETWEEN 1 "-2" DIAMETER MUST BE PRUNED AND CUT CLEAN, THEY SHALL NOT BE CRUSHED, PULLED OR RIPPED BY EXCAVATION EQUIPMENT. ROOTS OVER 2" DIAMETER MUST BE PROTECTED IN PLACE BY HAND EXCAVATION, AIR SPADE, OR SKILLFUL USE OF SMALL EQUIPMENT. TREE REMOVAL NOTES: 1. CONTRACTOR TO FLAG TREES FOR REMOVAL WITH RED RIBBON AND REVIEW IN THE FIELD WITH TOWN STAFF PRIOR TO ANY RELATED WORK. 2. CONTRACTOR SHALL NOTIFY TOWN STAFF IN WRITING OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3. ALL REMAINING TREES WITHIN PROJECTS' LIMITS ARE TO REMAIN AND BE PROTECTED UNLESS OTHERWISE NOTED, INCLUDING ROOTZONE, TRUNK, AND BRANCHES/ CANOPY. 4. ALL UTILITIES SERVICING EXISTING FACILITIES SHALL REMAIN IN SERVICE AT ALL TIMES. EXERCISE CAUTION DURING TREE AND ROOT BALL/STUMP REMOVAL. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF SERVICE IS INTERRUPTED AND PAY FOR REPAIR AT NO COST TO OWNER. 5. TREE DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL—INCLUDING ROOTBALL/STUMP. EXCAVATION HOLES SHALL BE BACKFILLED AND COMPACTED WITH SPECIFIED AMENDED BACKFILL MATERIAL AND COMPACTED PER SPECIFICATIONS. 6. TREE SIZES FOR THOSE IDENTIFIED AS TO BE REMOVED ARE APPROXIMATE. GENERAL DEMOLITION NOTES: 1. REFER TO THE PROJECT MANUAL, CONTRACT SPECIFICATIONS, REQUEST FOR BIDS AND INSTRUCTIONS TO BIDDERS FOR ADDITIONAL INFORMATION. 2. DEMOLITION AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. 3. CONTRACTOR IS REQUIRED TO CONTACT THE UTILITY NOTIFICATION CENTER OF WASHINGTON AND ANY OTHER APPLICABLE RELATED ENTITIES BEFORE PERFORMING ANY DEMOLITION, REMOVALS, DIGGING OR TRENCHING. Public Works; 7110 210th Street SW. Edmonds, WA (425) 771-0235, (425) 744-6057 Fax 4. CONTRACTOR IS RESPONSIBLE FOR FULL ON—SITE INVESTIGATIONS AS NEEDED IN ORDER TO GAIN A FULL UNDERSTANDING OF EXISTING CONDITIONS PRIOR TO BIDDING. FAILURE TO FULLY INSPECT THE SITE AND REQUEST/OBTAIN NECESSARY INFORMATION IN THAT REGARD SHALL NOT BE CAUSE FOR REQUESTING ADDITIONAL MONIES BY THE CONTRACTOR. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE OWNER. ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 6. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS NECESSARY TO PERFORM THE PROPOSED WORK. 7. COSTS FOR MATERIALS TESTING AND ANALYSIS MADE BY THE TESTING LABORATORY SHALL BE BORNE BY THE CONTRACTOR WHEN TESTS INDICATE NON—COMPLIANCE WITH THE CONTRACT DOCUMENTS AND BY THE OWNER WHEN THE TESTS INDICATE CDMPLIANCE WITH SAME. 8. WORK PERFORMED BY THE CONTRACTOR WHICH IS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TO REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS AND STRUCTURES NOT SHOWN AS BEING REMOVED FROM DAMAGE. ALL SUCH IMPROVEMENTS AND STRUCTURES TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO THE FULL. SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 10. NOTHING IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN SHAPINS BELT COLLINS AND THE CONTRACTOR OR ANY SUBCONTRACTOR. 11. SHAPINS BELT COLLINS IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHINQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS OR PROBLEMS UTILIZED IN CONNECTION WITH THE WORK OF THE CONTRACTOR. SHAPINS BELT COLLINS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 12. CONTRACTOR TO VERIFY ALL QUANTITIES. GRAPHICALLY SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE IN THE CASE OF ANY DISCREPANCIES. 13. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOB SITE AND NOTIFY THE OWNER/SHAPINS BELT COLLINS IMMEDIATELY OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO ANY DEMOLITION OR CONSTRUCTION. 14 CONTRACTOR TO MARK LIMITS OF GROUND PLANE DEMOLITION WITH ORANGE FLAGGING AND REVIEW IN THE FIELD WITH THE TOWN STAFF PRIOR TO ANY RELATED WORK. 15 WORK WITHIN DRIPLINE OF EXISTING TREES IS TO BE PERFORMED BY HAND TO MINIMIZE DAMAGE TO TREE ROOT ZONE. 16. CONTRACTOR IS RESPONSIBLE FOR CONTINUAL JOBSITE CLEAN UP OF ALL MATERIALS WITHIN AND OUTSIDE OF MEDIAN/WORK AREA. CONTRACTOR SHALL LEAVE WORK SITE IN A CLEAN ON A DAILY BASIS. CONTRACTOR MAY BE REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MATERIALS AS DIRECTED BY THE TOWN TO TOWN REQUIREMENTS. TREE REMOVAL AND REPLACEMENT LEGEND PLANTING ISLAND QTY REMOVED SIZE REPLACEMENT QTY SIZE REPLACEMENT LOCATION A 1 8" CAL. 2 (1) 4" CAL. (1) 3" CAL. A A 1 4" CAL. 2 (2) 3" CAL. Appy A& F B 2 4" CAL. 3 (3) 3" CAL. (2)13 & (1)G B 1 6" CAL. 2 (1) 4" CAL. (1) 3" CAL. A C 2 4" CAL. 4 (4) 3" CAL. G, N, P 1 1 4" CAL. 2 (2) 3" CAL. I& R J 2 2" CAL. 4 (4) 3" CAL. J& K K 1 6" CAL. 2 (1) 4" CAL. (1) 3" CAL. M & R K 1 10" CAL. 3 (2) 4" CAL. (1 } 3" CAL. (2)M & (1)R L 1 4" CAL. 2 (2) 3" CAL. L TOTALS 13 26 + 6 additional 3" Cal. Arbor Vitae in Island B near Cistern LANDSCAPE DEMO/PROTECTION PLAN NOKrH ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 06 of 12 Sheets Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning - Civil Engineering i Eft"hN2 Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 lkft flW T/206 285 4395 - F/206 285 4516 UCfII��WW�i�1W www.beltcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS Ll 5 Designed 8jr Drawn W. n�i� Project No. Q Dote Y +SII 4—viiw— fti #04p�� #T*412�' Dote elm Date 13�p)liiii, AW Date Flesu, 5, JUL 2 5 20 gU&It AF r-.M©M SNS 0 I Rev Date Description Eng Appy Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning - Civil Engineering i Eft"hN2 Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 lkft flW T/206 285 4395 - F/206 285 4516 UCfII��WW�i�1W www.beltcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS Ll 5 Designed 8jr Drawn W. n�i� Project No. Q Dote Y +SII 4—viiw— fti #04p�� #T*412�' Dote elm Date 13�p)liiii, AW Date Flesu, 5, JUL 2 5 20 gU&It AF r-.M©M SNS E E/ ca v Qj O tv w �I O U NU a- 5to W to / N ^O li Q. i (4) PN f (5) BF C (6) BOG (9) BF y' (7) BG i (15) DF I •I 1 . ROOT BARRIER (TYP. SYM.) i (3) RR } (18) FG (10) OG (8) PN -- --7 N (14) CS (4) BF (5) WS (5) BG (3) PN (7) BF (3) WS (11) BF (2) RM ROOT BARRIER Cie- SYM.) (3) SL X41`7 1 F- ' ++I'.;+ '.+.+. (30) CS j++ + ++++ I +�. + + ♦ + + + ++'+ 4++'+'++. .+♦ + MATCH LI N E- : 2 ryF_ -04 _n„_n (8) DF (3) PN (8) BOG (3) SL (10) PN (2) RR (3) SL (8) BF (2) RR (10) FG (4) OG MA (4) 7SS -- (3) RR (6) SL STEEL EDGER (TYP SYM) (2) RR (7) WS (11) PN (7) FG (11) PN (8) CL (3) PN (3) RR (8) BG (7) CF (5) SL ROOT BARRIER (TYP. SYM.) - - _ TC LINE RE:4 SHEET - - TRAS H ENCLOSURE (28) FG (40) WG ROOT BARRIER (TYP. SYM.) BEACH PEBBLE (TYP. SYM.) (7) SF (2) PBM (15) PCI (7) UP - O (7) BOG (1) RM = (4) SL - : ROOT BARRIER I (TYP. SYM .) (8) CS Ir ' . + + � CO, v (3) OG OB —� j•tri.' r : : -- SID ------ SD— (44) CS +♦ "� ♦ + ±Jf+� :�: t Jv --- + ++♦,rrrr? (7) CL <...,, 4! • ie (1�) BG (6) WS '11( — l j .` . + .'. \. :'1:. (44) CS + . A X41`7 1 F- ' ++I'.;+ '.+.+. (30) CS j++ + ++++ I +�. + + ♦ + + + ++'+ 4++'+'++. .+♦ + MATCH LI N E- : 2 ryF_ -04 _n„_n (8) DF (3) PN (8) BOG (3) SL (10) PN (2) RR (3) SL (8) BF (2) RR (10) FG (4) OG MA (4) 7SS -- (3) RR (6) SL STEEL EDGER (TYP SYM) (2) RR (7) WS (11) PN (7) FG (11) PN (8) CL (3) PN (3) RR (8) BG (7) CF (5) SL ROOT BARRIER (TYP. SYM.) - - _ TC LINE RE:4 SHEET - - TRAS H ENCLOSURE (28) FG (40) WG ROOT BARRIER (TYP. SYM.) BEACH PEBBLE (TYP. SYM.) (7) SF (2) PBM (15) PCI (7) UP - (9) BOG (1) EA (5) CL (4) SL (2) EA (4) BOG ROOT BARRIER (TYP. SYM.) (8) PN (5) CL (3) BOG (2) CL (2) OG (24) CS (6) PN LANDSCAPE PLANTING PLAN- *Copyright 2008 Belt Collins, All Rights Reserved (4) CL (3) OG (1) RM (27) CS Ke. C' (13) CS (2) RR i�z�■■iii;��we�■ WATER CISTERN (19) FG VAULT (3) PN (3) CL (3) BOG (3) EA (3) PN (3) OG (4) CL (3) PN SHEET 07 of 12 Sheets NOTES: 1. ROOT BARRIER SHALL BE PLACED ALONG CURB AND/ OR CONCRETE IF NEWLY PLANTED TREE TRUNKS ARE WITHIN 15' MAX. OF CURB AND/ OR CONCRETE. 2. STEEL EDGER SHALL BE PLACED ALONG LINEAR STRIPS OF BEACH PEBBLE ON BOTH RAINGARDENS. 3. STEEL EDGER SHALL MATCH EXISTING SIDEWALK RADII TO SEPERATE THE SW RAIN GARDEN FROM THE PERIMETER LANDSCAPE PLANTING. LEGEND n MAREE-- 0 o6�E12— az-Y 'A a� I • PURPLEBLOW MAPLE A=1'$ _a$_ tt 5 SWORD FERN O FOTHERGILLA CINNAMON FERN BERGENIA UMBRELLA PLANT COASTAL STRAWBERRY BLUE BERRY '-'-'-'-'-' KINNIKINNIK -- 1-1-1-1-1 1-1-1-1-1-1 ROCK ROSE -= BEACH PEBBLE m SALAL 000 STEPPING f4 OREGON GRAPE STONES FEATHER REED GRASS o@ COMMON RUSH r COTTON LAVENDER WOOLY SUNFLOWER MIDNIGHT PENSTEMON PACIFIC COAST IRIS 0 GOATS BEARD BLUE OAT GRASS O FOUNTAIN GRASS BLUE FESCUE WILD GINGER Rev I Date I Description I Eng Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Client: Planning Civil Engineering M"bhh, Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 �>t}n,„n• T/206 285 4395 F/206 285 4516 www.beltcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L2 Designed %r CW Drawn By CW Project No. 07.33.165 Date: JULY 23, 2008 Approved By: Date Date Date JUL � 5 zool3 �uCI� OF EDMO DStdT O (7) BOG (1) RM = (4) SL - : ROOT BARRIER I (TYP. SYM .) (8) CS Ir ' . + + � i (8) CS (3) OG OB i_3_'• J (3) PN (9) BOG (1) EA (5) CL (4) SL (2) EA (4) BOG ROOT BARRIER (TYP. SYM.) (8) PN (5) CL (3) BOG (2) CL (2) OG (24) CS (6) PN LANDSCAPE PLANTING PLAN- *Copyright 2008 Belt Collins, All Rights Reserved (4) CL (3) OG (1) RM (27) CS Ke. C' (13) CS (2) RR i�z�■■iii;��we�■ WATER CISTERN (19) FG VAULT (3) PN (3) CL (3) BOG (3) EA (3) PN (3) OG (4) CL (3) PN SHEET 07 of 12 Sheets NOTES: 1. ROOT BARRIER SHALL BE PLACED ALONG CURB AND/ OR CONCRETE IF NEWLY PLANTED TREE TRUNKS ARE WITHIN 15' MAX. OF CURB AND/ OR CONCRETE. 2. STEEL EDGER SHALL BE PLACED ALONG LINEAR STRIPS OF BEACH PEBBLE ON BOTH RAINGARDENS. 3. STEEL EDGER SHALL MATCH EXISTING SIDEWALK RADII TO SEPERATE THE SW RAIN GARDEN FROM THE PERIMETER LANDSCAPE PLANTING. LEGEND n MAREE-- 0 o6�E12— az-Y 'A a� I • PURPLEBLOW MAPLE A=1'$ _a$_ tt 5 SWORD FERN O FOTHERGILLA CINNAMON FERN BERGENIA UMBRELLA PLANT COASTAL STRAWBERRY BLUE BERRY '-'-'-'-'-' KINNIKINNIK -- 1-1-1-1-1 1-1-1-1-1-1 ROCK ROSE -= BEACH PEBBLE m SALAL 000 STEPPING f4 OREGON GRAPE STONES FEATHER REED GRASS o@ COMMON RUSH r COTTON LAVENDER WOOLY SUNFLOWER MIDNIGHT PENSTEMON PACIFIC COAST IRIS 0 GOATS BEARD BLUE OAT GRASS O FOUNTAIN GRASS BLUE FESCUE WILD GINGER Rev I Date I Description I Eng Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Client: Planning Civil Engineering M"bhh, Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 �>t}n,„n• T/206 285 4395 F/206 285 4516 www.beltcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L2 Designed %r CW Drawn By CW Project No. 07.33.165 Date: JULY 23, 2008 Approved By: Date Date Date JUL � 5 zool3 �uCI� OF EDMO DStdT 3 J CL J CL d' i N J C� Z F- QZ J O Ld W 0 W CL Q U 0 Z M N n O C) O C N U C N C O a N 2 0 O U C E Ej v � r� v N c O E �_0 W N0 0 'I- 75 LO (D N / N n O LL. 2 (17) FRG (20) KNK (12) FRG (11) KNK (9) FG BARRIER f (TYP. SyM).) (1) RMS, scp / (25) KNK (9) FRG (14) FG r•• r� r r r m (4) FG LANDSCAPE PLANTING PLAN (6) FRG (9) FG (22) KNK ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 08 of 12 Sheets NOTES: 1. ROOT BARRIER SHALL BE PLACED ALONG CURB AND/ OR CONCRETE IF NEWLY PLANTED TREE TRUNKS ARE WITHIN 15' MAX. OF CURB AND/ OR CONCRETE. LEGEND ,�'jj -RED MAELE-- P6419)�Ep, &Vp_y- PURPLEBLOW MAPLE SALAL -r 000 STEPPING . OREGON GRAPE STONES FEATHER REED GRASS COMMON RUSH COTTON LAVENDER WOOLY SUNFLOWER MIDNIGHT PENSTEMON 0 PACIFIC COAST IRIS (D GOATS BEARD BLUE OAT GRASS O FOUNTAIN GRASS o BLUE FESCUE WILD GINGER 4. I JUL 25 2008 BUILDING DEPARTMENT CITY OF EDMONDS SWORD FERN 0 FOTHERGILLA CINNAMON FERN BERGENIA UMBRELLA PLANT COASTAL STRAWBERRY BLUE BERRY KINNIKINNIK ROCK ROSE BEACH PEBBLE SALAL -r 000 STEPPING . OREGON GRAPE STONES FEATHER REED GRASS COMMON RUSH COTTON LAVENDER WOOLY SUNFLOWER MIDNIGHT PENSTEMON 0 PACIFIC COAST IRIS (D GOATS BEARD BLUE OAT GRASS O FOUNTAIN GRASS o BLUE FESCUE WILD GINGER 4. I JUL 25 2008 BUILDING DEPARTMENT CITY OF EDMONDS Ot z J a I z J a Ci ROOT BARRIER (TYP. SYM.) J / z g 0 M w 0 E E O fA In O N C O E W co U 0 0 a 73 LO ( DI ROOT BARRIER (TYP. SYM.) (7) FG (2) RM K (f x .-_....._$D STEEL EDGER (TYP. SYM.) ROOT BARRIER (TYP. SYM.) (10) GB (3) PBM (52) WG (24) CR (6) UP (10) PCI LANDSCAPE PLANTING PLAN ©Copyright 2008 Belt Collins, All Rights Reserved ROOT BARRIER (TYP. SYM.) (2) 1%7] 1 11%A (13) KNK ROOT BARRIER (TYP. SYM.) (18) FG (2) RM SHEET 9 of 12 Sheets NOTES: 1. ROOT BARRIER SHALL BE PLACED ALONG CURB AND/ OR CONCRETE IF NEWLY PLANTED TREE TRUNKS ARE WITHIN 15' MAX. OF CURB AND/ OR CONCRETE. 2. STEEL EDGER SHALL BE PLACED ALONG LINEAR STRIPS OF BEACH PEBBLE ON BOTH RAINGARDENS. LEGEND - ,- ,. -r PURPLEBLOW MAPLE SWORD FERN O FOTHERGILLA CINNAMON FERN BERGENIA UMBRELLA PLANT COASTAL ''-'+'••'' STRAWBERRY BLUE BERRY I—I—I—I— '-'-'-'-'-' I�I�I�I�I�I KINNIKINNIK ROCK ROSE - BEACH PEBBLE SALAL OOO STEPPING OREGON GRAPE STONES FEATHER REED GRASS COMMON RUSH COTTON LAVENDER WOOLY SUNFLOWER MIDNIGHT PENSTEMON PACIFIC COAST IRIS GOATS BEARD BLUE OAT GRASS FOUNTAIN GRASS BLUE FESCUE WILD GINGER JUL 2 5 2008 auc y o °EDn otND E v E v m N04 v c o E I w w I O V N CL, (6) FRG (9) FG (7) KNK (7) KNK (8) FG (6) FRG (1) RM ROOT BARRIER (TYP. SYM:) LANDSCAPE PLANTING PLAN *Copyright 2008 Belt Collins, All Rights Reserved (5) FRG (9) FG (10) KNK SHEET 10 of 12 Sheets NOTES: 1. ROOT BARRIER SHALL BE PLACED ALONG CURB AND/ OR CONCRETE IF NEWLY PLANTED TREE TRUNKS ARE WITHIN 15' MAX. OF CURB AND/ OR CONCRETE. LEGEND 0 M r_- n— �� • PURPLEBLOW MAPLE SWORD FERN O FOTHERGILLA CINNAMON FERN BERGENIA U M B R E LLA PLANT ++++++++++++; COASTAL STRAWBERRY BLUE BERRY '-'-'-'-'-' KINNIKINNIK I-I-�-I-I �-I-I-I-I-I ROCK ROSE BEACH PEBBLE ( SALAL 000 STEPPING ,.: OREGON GRAPE STONES FEATHER REED GRASS COMMON RUSH ',9COTTON LAVENDER WOOLY SUNFLOWER s c, MIDNIGHT PENSTEMON ®� PACIFIC COAST IRIS GOATS BEARD (®) BLUE OAT GRASS O FOUNTAIN GRASS o BLUE FESCUE WILD GINGER RESUB JUL 2 5 2008 DUCITtYNOF DEPARTMENT EDMOND 1 Z J a I J I w U U) 0 Z M N 0 i / U c N 0 a L 0 c E E, o� N � � c o E I v w 001 NU CL a J 11 '(D N ^O it n: PLANTING NOTES: 1. THE CONTRACTOR SHALL SUPPLY ALL PLANTS, SEED, MULCHES, ETC. IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON DRAWINGS. SHOULD ANY DISCREPANCIES EXIST BETWEEN LABELED QUANTITIES AND THOSE SHOWN IN THE PLANS USING SYMBOLS, THE SYMBOLS SHALL TAKE PRECEDENCE. FOR PLANTING AREAS SHOWN WITH A HATCH PATTERN, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING PLANT MATERIAL IN A MANNER AND QUANTITY SUFFICIENT TO COMPLY WITH PLANT SPACING REQUIREMENTS SHOWN ON THE PLANT LIST AND PER THE PLANTING LAYOUT DETAIL. 2. LANDSCAPE CONTRACTOR MUST EXAMINE SITE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF UNSATISFACTORY CONDITIONS, IF ANY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGES TO SAID UTILITIES. CONTACT LOCAL UTILITY LOCATION SERVICE PRIOR TO ANY CONSTRUCTION ACTIVITY. 4. ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT ENTRY. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 6. LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION TEST ON ALL TREE PITS PRIOR TO TREE INSTALLATION AND PROVIDE DOCUMENTED RESULTS TO OWNER'S REPRESENTATIVE (RE:SPECS). IN THE EVENT OF INADEQUATE PERCOLATION, CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL DISCUSS AND RESOLVE DRAINAGE ISSUE PRIOR TO CONTINUING WORK. 7. ALL SHRUB AND TREE PITS SHALL BE BACKFILLED WITH SPECIFIED SOIL MIXTURE. 8. ROOTBALLS TO BE FREE OF PERNICIOUS WEEDS. SIZES ON PLANT LIST SHALL BE CONSIDERED MINIMUM SIZES. 9. ALL LANDSCAPED AREAS AND PLANT MATERIAL MUST BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL IRRIGATION PER PLANS AND SPECIFICATIONS. 10. A MINIMUM VERTICAL CLEARANCE OF 8' SHALL BE MAINTAINED ABOVE ALL PUBLIC SIDEWALKS AND A MINIMUM VERTICAL CLEARANCE OF 13.5' ABOVE STREETS SHALL BE MAINTAINED. 11. ALL TREES, SHRUBS AND OTHER PLANT MATERIALS ARE TO BE APPROVED BY THE OWNER'S REP. PRIOR TO DELIVERY AND AGAIN AFTER DELIVERY TO SITE. ANY PLANT NOT MEETING APPROVAL MAY BE REJECTED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. RE: SPECS. 12. UNLESS OTHERWISE DELINEATED ON PLANS, THE LAYOUT, SPACING AND QUANITITY OF ALL SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS SHALL COMPLY WITH THE DETAILS AND SPECIFICATIONS PROVIDE. 13. ALL PLANT MATERIAL AND BED LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR FOR REVIEW BY THE OWNER'S REP. ALL ADJUSTMENTS SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT DIG PLANT PITS UNTIL LOCATIONS ARE APPROVED. PREDIGGING OF PLANT PITS IS NOT ALLOWED. ALL TREE PITS ARE TO BE DUG AFTER TREE IS PLACED AT THE FINAL LOCATION TO ALLOW FOR PROPER TREE PIT DEPTH. 14. ALL PLANT MATERIAL TO MEET REQUIREMENTS OF ALL CONTRACT DOCUMENTS, OR BE SUBJECT TO REJECTION. 15. THE CONTRACTOR IS TO COORDINATE IDENTIFICATION OF ALL VEGETATION REMOVALS WITH THE OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY ACCIDENTAL REMOVALS OR DAMAGED EXISTING VEGETATION. 16. SEE DEMO PLANS FOR TREE/VEGETATION PROTECTION AND REMOVAL. VARIFY VEGETATION REMOVAL WITH OWNER'S REP PRIOR TO REMOVAL. 18. ALL PROPOSED SHRUB BEDS SHALL BE COVERED WITH X" DEPTH COBBLE. ALL STONE SHALL BE INSTALLED 1-2" AWAY FROM THE TRUNKS OF ALL TREES. 19. MEDIAN PLANTING BEDS ALL PROPOSED PLANTING BEDS SHALL RECEIVE 12" DEPTH EXISTING AMENDED TOPSOIL. 20. DRIP IRRIGATION SHALL BE INSTALLED TO ALL PROPOSED TREES AND SHRUBS. SEE IRRIGATION PLANS. 21. SEE SPECIFICATIONS AND DETAILS FOR PLANT STAKING METHODS, PLANT PIT DIMENSIONS, BACK FILL AND OTHER REQUIREMENTS. PLANT CDI�i FLORAL/GROUNDCOVER PLANTING O APPLY SPECIFIED MULCH 1 1/2"-2" DEEP. SEE SPECIFICATIONS. NOTE: MULCH DEPTH AROUND PLANT BASE MAY BE THINNER DO NOT BURY PLANT WITH MULCH. O PLANTING PIT TO BE PER SPECIFICATIONS �3 AMENDED BACKFILL, RE: SPECIFICATIONS O4 REMOVE PLASTIC POTS PRIOR TO PLANTING NOT TO SCALE leo, PLAN VIEW - TREE STAKES O MARK NORTH SIDE OF TREE IN NURSERY, ROTATE TREE ON SITE TO FACE OPPOSITE SIDE NORTH WHEN POSSIBLE O2 SET TOP OF ROOT BALL 1-2" ABOVE ADJACENT GRADE 04" DEEP MULCH RING, MIN. 6' DIAMETER. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK ® 1:1 SLOPE ON SIDES OF PLANTING HOLE O5 REMOVE AL TWINE, ROPE, BURLAP AND WIRE FROM ENTIRE ROOT BALL & TRUNK 8 2 TIMES ROOT BALL DIAMETER PLACEMENTS NOTES: SET SHRUB PLUMB. SPACE PLANTS AND PLACE FOR BEST EFFECT. PRUNING NOTES: DO NOT HEAVILY PRUNE THE SHRUB AT PLANTING, PRUNE ONLY DEAD OR BROKEN BRANCHES. IF FORM IS COMPROMISED BY PRUNING, REPLACE SHRUB. © PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP. SETTLE SOIL WITH WATER AND FILL ALL AIR POCKETS O7 BLACK RUBBER HOSE ® GALVANIZED WIRE OR CABLE -TWIST WIRE TO TIGHTEN 0 6 FT. TALL, 2" DIA WOOD STAKE. ALL SHALL BE DRIVEN OUTSIDE ROOTBALL IN UNDISTURBED SOIL 10 4-6" HIGH WATER SAUCER IN NON -TURF AREAS 11 BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20 % (BY VOLUME) ORGANIC MATERIAL, WATER THOROUGHLY WHEN BACKFILLING 12 PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT DECIDUOUS TREE PLANTING SCALE: 1/2"=1'-0" SECTION PLANTING DETAILS AND NOTES- H SHRUB PLANTING SCALE: 1/2"=V-0" r O SET TOP OF ROOT BALL 1-2" ABOVE ADJACENT GRADE �2 4" HIGH WATER SAUCER U3 4" DEEP MULCH RING, 3 FT. DIAMETER. �4 REMOVE CONTAINER (INCLUDING FIBER CONTAINERS), BASKETS, BASKETS, WIRE, ETC. FROM THE ROOTBALL. BREAK UP ENCIRCLING ROOTS WITH SHARP KNIFE OR SPADE O5 BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOLUME) ORGANIC MATERIAL. WATER THOROUGHLY WHEN BACKFILLING © 1:1 SLOPE ON SIDES OF PLANTING HOLE O SPLIT BOTTOM OF ROOT BALL ® PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 11 of 12 Sheets SECTION JUL 25 2000 13UILDING DEPARTMEN9 CITY OF EDMONDq 3 J CL I Z J CL d - I t LSI v 0 c V) I z J (L I J 4_ I J c� z rL 0 m Ld 0 LJ rL Q U 0 z M N 0 00 0 / / U C N c 0 rs (n N L 0 O U C E Ej �v u7 c o E I -0 W 'oU 0 U CL N r Li a_ PLANTING LIST: KEY COMMON NAME BOTANICAL NAME QTY SIZE TYPE O.C. SPACE TREES 0 RM Red Maple Acer rubrum 'October Glory' 21 3" cal. x as shown • PBM Purpleblow Maple Acer truncatum 5 4" cal. x as shown () EA Eastern Arborvitae Thuja occidentalis 6 3" cal. x as shown C)) BB Blueberry Bush Vaccinium corymbosum 0 5 gal. Container as shown (1 1) RR Orchid Rockrose Cistus salvifolius 33 5 gal. Container as shown as OG Oregon Grape Mahonia aquifolium 55 5 gal. Container as shown �. SL Salal Gaultheria shallon 53 3 gal. Container as shown F-0 DF Dwarf Fothergilla 'Harold Epstein' Fothergilla gardenii 71 3 gal. Container as shown PERENNIALS/ ORNAMENTAL GRASSES RAIN GARDEN PLANTS C�? BG Bergenia Bergenia cordifolia 63 1 gal. Container as shown 0 WS Wooly Sunflower Hemerocallis 'Hyperion' 104 1 gal. Container as shown 0(� CL Cotton Lavender Rudbeckia fulgida ' Goldsturm' 85 1 gal. Container as shown PN 'Midnight' Penstemon Penstemon 'Midnight' 171 1 gal. Container as shown {�. BOG Blue Oat Grass Helictotrichon sempervirens 103 1 gal. Container as shown o FRG Feather Reed Grass ' Karl Foerster' Calamagrostis arundinacea 93 5 gal. Container as shown 0 FG 'Hamelyn' Fountain Grass Pennisetum alopecuroides 353 1 gal. Container as shown (:) BF Blue Fescue Festuca ovina 'Glauca' 80 1 gal. Container as shown RAIN GARDEN PLANTS C�? PCI Pacific Coast Iris Iris douglasiana 25 1 gal. Container as shown Ci_3 GB Goats Beard Aruncus dioicus 20 1 gal. Container as shown op UP Umbrella Plant Darmera peltata 13 1 gal. Container as shown SF Sword Fern Polystichum munitum 15 1 gal. Container as shown CF Cinnamon Fern Osmunda cinnamomea 13 1 gal. Container as shown o WG Wild Ginger Asarum caudatum 92 1 gal. Container as shown CR Common Rush Juncus effusus 52 3 gal. Container as shown GROUNDCOVER MKNK Kinnickinnick Arctostaphylos uva-ursi x 1 gal. Container 24" O.C. CS Coastal Strawberry Fragaria chiloensis x 1 gal. Container 18" O.C. HARDSCAPE 000 Stepping Stones x x x as shown Cobble x x x as shown Beach Pebble x x x as shown Wood Mulch x x x as shown — — Root Barrier x x x as shown Steel Edger x x ix as shown � PLANTING DETAILS AND NOTES No rH ®Copyright 2008 Belt Collins, All Rights Reserved SHEET 12 of 12 Sheets Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning • Civil Engineering Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 313 Seattle, Washington 98101 D..�}(1�11;,.r• T/206 285 4395 • F/206 285 4516 !p/��lliiWljlll�W www.beitcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L2-6 Designed By: CW Drawn By: CW Project No. 07.33.165 Date: JULY 23, 2008 Approved By: Ap�� FT*41 I Date Date Date JUL 25 2000 BUILDING DEPARTMENT CITY OF EDMONDS Rev Date Description Eng App/ Client: Landscape Architect: SHAPINS Belt Collins PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1818 SIXTEENTH STREET BOULDER, COLORADO 80302 303.442.4588 FAX 303.786.8026 Planning • Civil Engineering Landscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 313 Seattle, Washington 98101 D..�}(1�11;,.r• T/206 285 4395 • F/206 285 4516 !p/��lliiWljlll�W www.beitcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS L2-6 Designed By: CW Drawn By: CW Project No. 07.33.165 Date: JULY 23, 2008 Approved By: Ap�� FT*41 I Date Date Date JUL 25 2000 BUILDING DEPARTMENT CITY OF EDMONDS w os �Z r�- oG) mm zv o EM - ;4 4,� ,-. -,- , - � � 1. ,-,- , ,- ` , , - . 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I I .. .• . . � I .. . , I I � . � I , . : I . I . . - . I I - e -, I - � � . . . . . t � I - I , I . !, I I -- . . I � I I - , I .. - . . I . � I I I I : . � . . . . - .1 . � : . I � . I � I . ..: I . . I I . . I . I I .� . I I m . � . 1. �. I I , e - ", . . I ;-. I I I I I I , � I . . , . . - �. � I I � � I I I - I � I . I I ; . I I � . � . I . .. I - . . . r I I 11 . I � -1 : ', I . � I I I . . . . . . I . - . I I I . I . . ,- . . � . � - I . . � I � . I . - � . - 11 - - � i . i . - I � : , � , , .. - .-, � - - - � ---, , -- -, -- ,.�,- ,* , , - I- - - -,- - - I-,,- - � - - l:- I I I.- ,. - *`:, I.- -11 I � - I 0 0 CDCD / Ea 00 o� C O E o I N 0 N / r, 0 �a EROSION & SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, REtENNTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY RAGGED BY A CONTINUOS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. EX PF WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES ELEV DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS --- --- K ------------- -__._r__�___ DURING THE DRY SEASON (APRIL 1 TO SEPT. 30). ; 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL. BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHOD (E(;., SEEDING, MULCHING, PLASTIC COVERING, ETC.). J 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, fhi^u, _'11 SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. f L f4 y � '6.6 6,29 ?� ot.2, iL S 306.3 1 E W ""'06.21 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 80; 506.2i MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLAWING A STORM EVENT. i16 3, 06, 41 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, R SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2". CONSTRUCTION SEQUENCE NOTES_ 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE 2. THE CONTRACTOR'S SURVEYOR TO ESTABLISH AND MARK CONTROL POINTS FOR WORK. 3. MARK CLEANING LIMITS FOR APPROVAL PRIOR TO CLEARING & GRADING. 4. INSTALL STRAW WATTLES AND CB PROTECTION PER PLAN. 5. INSTALL IMPROVEMENTS PER PLAN. 6. REMOVE REMAINING TEMPORARY EROSION/SEDIMENTATION CONTROL ONLY AFTER SITE HAS BEEN STABILIZED AND SITE INSPECTOR HAS APPROVED THE REMOVAL GENERAL NOTES: VERTICAL DATUM: NAVD 83 HORIZONTAL DATUM: WASHINGTON STATE PLANE 83/91 MON #1 -� N 292120.39 E 1263499.42 ELEV = 316.10 1. INSTALL PER MANUFACTURER'S RECOMMENDATION 2. BUTT ENDS AGAINST EACH OTHER TO MAKE A CONTINUOUS WATTLE. STRAW WATTLE SCALE: NTS --------------f ' PCC MARKET A 5 -i ± V nCp1 LT y i if REMOVE AND REPLACE iE t, 1 ��. 95 I iF F:rc g �1 „ 1 LANDSCAPE ISLAND � NE 3 12, 05(8„} i SEE ARCH/LANDSCAPE 4"5S PLANS TYP LIMITS OF ASPHALT 'ERTY CORNER 314.62 24 't� I AW WATTLE LF i GRADED PROPERTY CORNER I �' ;; V = 1315.56 RAINGARDEN 1 1,416 SF 92 r �1 I ;I �1 I Ij, <, ;1 33 CY LANDSCAPE TOPSOIL 11,173 01 207 OI 207 EX PROPERTY CORNER 1 N 292110.50 ELEV = 317.86 ELEV = 316.37 ' E 1263589.77 ELEV = 317.32 fJ � 1; it i7i;y - -Z 0 . \ D S 16, 72 1 : �99.�--":,,JP`f-LEqAL EX PROPERTY CORNER ELEV = 318.20 -T- CATCH BASIL i PROTECTION A[(77) - --14AI 7- fV 3111 5' f_ BOT 3. 0 10 20 2006 VAtion IRC w/WAC A SCALE H: 1 '-20' 006 Edit. IBC w/WAC Ame> '" j"22,006BconEces A, UPCB QAI Ami ie6 F.diltian IMC wIWAC Anwidmonu FIRE DEPARTNI:ENT2006 Edition IFOC w/WAC Amami= 2006 Edition IFC w/WAC Edition VIAQ WAC 51-13 2006 Edits WS�C WAC 51-11 CITY OF EDMONDS 77 WORK WILDING DEPAR"!i i'�r EHII A DRESS�9 �� PARKIRIG SPACES REO,D, 21 a � PARKING Sj , (1,-7 PROPOSED. 1,PPIG , OFFIC!A!,: $' .ati,...,...,��....�...:„�.,, ��L�Ca. f)r-EIGtAp.: BARRIER EREF i ;!fIejC�`SPArF S Md`r N� ©Copyright 2008 Belt Collins, All Rights Reserved PPROVEA B E'IANNI , LEGEND AND ABBREVIATIONS - - - - - - PROPERTY UNE -280- EXISTING GROUND ELEVATION ® CATCH BASIN PROTECTION STRAW WATTLE TOP SOIL REMOVAL AREA (6" DEPTH) (SEE LANDSCAPE PLANS) ASPHALT AND ISLAND REMOVAL AREA (SEE ARCHITECTURAL PLANS) CB CATCH BASIN ELEV ELEVATION LF LINEAR FEET MON MONUMENT TYP TYPICAL GRADING CALCULATIONS LOCATION GRADED AREA CUT VOLUME FILL VOLUME RAINGARDEN 1 1,416 SF 92 CY 54 CY RAINGARDEN 2 950 SF 52 CY 33 CY LANDSCAPE TOPSOIL 11,173 SF 207 CY 207 CY TOTAL 13,539 SF 351 CY 294 CY * VOLUMES SHOWN ARE APPROXIMATE. DO NOT USE FOR BIDDING. DIRECTIONS FOR USE z OVERFLOW -,I,- • REMOVE DRAIN GRATE 3 STORM BYPASS ME PEAK • INSERT FILTER • REPLACE GRATE TO HOLD IN POSITION SPECIFlCATLONS • FILTERS MINIMUM 24" DEEP • CONSTRUCTED OF POLYPROPYLENE • ALL SEAMS DOUBLE -STITCHED • WATER FLOW RATE - 100 GALLONS PER MINUTE PER SQUARE FOOT • REUSABLE OR THROW -AWAY MAINTENANCE • REMOVE WHEN FILLED TO HALF -WAY MARK (USE FRONT LOADER OR OTHER EQUIPMENT FOR REMOVAL) • CLEAN AND RE -USE, OR REPLACE SCALE: NTS SHEET 0 ,AS NOTED GINEERING 1 of 2 Sheets Al Rev I Date Client: Description Eng Planning ■ Civil Engineering isLandscape Architecture Environmental Consulting Belt Collins Northwest LLC 1925 Post Alley, Suite 3B Seattle, Washington 98101 BeltCollW T/206 285 4395 ■ F/206 285 4516 www.beltcollins.com PCC NATURAL MARKETS EDMONDS PCC RAINGARDENS SITE AND TESC PLAN :23.aa Designed er: SPH/GTK Drawn Br AOM Checked By: TKS Date: JULY 23, 2008 Approved By: RESUB Date JUL 2 4 2008 BUILDING DEPARTMENT Date CITY OF EDMONDS STREET FILE Date cyl 3 U) Z 0 U w U) J r U U CL N N au s U) / 0 E a/ r I� -p r C 0 iE 00 w o v� N a_ 75 u�1 N / r -o �a I i LIMIT OF ASPHALT REMOVAL/SAWCUT 2g'y6� y� �9 �.�.'.. •••-••• • 2299 � 61 i N NZ. 29 6�6$ RlAd 31`6.67 WHEEL STOP ^ t30 i i >, BOTTOM/ OF A2 9 RAIN GARDEN ! I --------------- r I 2926 51 � - N 2926 �6g 122 '.:.-. �`y �r 4 � •` ` ' I 1 Ar ' K BEACH PEBBLE (SEE LANDSCAPE PLANS) ' � t 1 � RAINGARDEN #1 DETAIL ri NORTH SCALE: 1"=10' — i mb of Bo ' ` �Edllsl I !�� RAIN G ADEN 'L ! i `CURB kEOVAL Cb 1 � � t '1 •fir �� . � �: �i p�� jh 1+� '�6 ey I Il titi titin �� ham' . ;;! ivy 'h��• 'y°�ry6'y1 ............ .... �C',y�rO' WHEEL STOP 3 .�' ..... r---�_� LIMIT OF ASPH, REMOVAL/SAWC i i---- EX CH— 7 111V 31'30 ADJUST EX ~ CB A/E r Y` �'� � % % 55 I RIM -315.00 BOT 3' .75 i BEACH PEBBLE { + i (SEE LANDSCAPE PLANS) REMOVE � >> \)t' 1 t CURB END CURB _ REMOVAL z t_ l; \� i RAINGARDEN 2 DP7TAIL tl__2__ SCALE: 1 "=10' — 315 314 313 317 316 315 314 313 312 317 316 315 314 313 nN RE ISHED GRADE OVE EX CURB EX SAWCUT LINE 4" BEACH ------------ SA w REACH WHEEL STOP UT LINE PFRRI EX ASPHALT PAVEMENT I I EX CATCH BASIN PAVEMENT GRADE EX CATCH BNSIN I I ADJUST RIM --ROrrOM OE RAIN GARDEN BOTTOM OF RAIN GARDEN ELEV=314.6 ELEV=316.1 y I I I 18" MIN 18" MIN 18" MIN 2" PEA GRAVEL I I I I AMENDED SOIL NDED SOIL RAINGARDEN #2 SEC, SCALES: H: 1"=4" V: 1 "=1' #1 SECTION A -A, SCALES: H: 1 "=4' V: 1 "-1' GROUND RUBBER WHEEL STOP, WEST COAST RECYCLING 5/8" REBAR (2 PLACES) -7 _11 N WHEESTOP- SCALE: �3 WHEEL STOP EK ASPHALT AVEMENT :;;,. — SAWCUT LINE 4" BEACH ------------ ) EBBLE EX ASPHALT EX WHEEL 4" BEACH PEBBLE ------ STOP — PAVEMENT GRADE EX CATCH BNSIN BOTTOM OF RAIN GARDEN ELEV=316.1 18" MIN 18" MIN HHHHH AMENDED SOIL ROMND EX STORM DRAIN EX 30" STORM DRAIN /-BOTTOM ELE V=316.1 1 1 PROTECT LINE DURING j I CONSTRUCTION #1 SECTION A -A, SCALES: H: 1 "=4' V: 1 "-1' GROUND RUBBER WHEEL STOP, WEST COAST RECYCLING 5/8" REBAR (2 PLACES) -7 _11 N WHEESTOP- SCALE: �3 WHEEL STOP EK ASPHALT AVEMENT :;;,. — SAWCUT LINE 4" BEACH ------------ ) EBBLE --- -- EX GRADEDC ------------ WHEEL 4" BEACH PEBBLE ------ STOP — ASPHALT AVEMENT 18" MIN OF RAIN GARDEN /-BOTTOM ELE V=316.1 2" PE A GRAVEL 2" PEA GF tAVEL I I 1 I AMENDED SOIL I EX 30w STORM DRAT PRO / CT LINE DURING CONSTRUCTION RAINGARDEN #1 SEI SCALES: H: 1 "=4' V: 1"=l' `-�VUpyf lgFlL LUUO UCIL VUII IIIJs /"sll 1\IyI1 ' RGJGI VCU :TION B - B SHEET 2 of 2 Sheets I'P La r �t ON f a °v►m d� Milc' R Co PLUMBING CALCULATIONS 2006 UPC PLUMBING CODE PER TABLE 7-3 AND TABLE A-2 BUILDING SUMMARY FIXTURE TYPE MIN. SIZE AP/AR IN. DOMESTIC WATER WSFU PER HW PER TOTAL QTY FIXTURE TOTAL FIXTURE HW SEWER DFU PER FIXTURE TOTAL DISHWASHER, DOMESTIC, INDEPENDENT DRAIN 1.5 1 1.5 , 1.5 1 1.5 1.5 2 2 DRINKING FOUNTAIN, WATER COOLER ASSEMBLY 1.25 1 0.75 0.75 1 2 1/2 1 3 1 4 HOSE BIBB -- ACTUAL ID INCHES 2.5 - - I- - - - - - - - FLOOR .DRAIN 3 9 - - - - - - - - 6 54 SHOWER, SINGLE 2 1 2 2 2 2 2 2 LAVATORY, SINGLE 1.25 10 1 10 1 10 1 10 SINKS -- 1,827 -- -- -- -- -- -- KITCHEN, DOMESTIC 2 DRAIN 1.5 1 1 1.5 1.5 1 1.5 1.5 1 2 2 SERVICE OR MOP BASIN 2 OR 3 2 1 3 6 3 6 1 3 6 URINALS -- - -- - -- -- --- - PRIVATE, 1 GPF 2 1,113 3 - - - - - - 2 0 PRIVATE. > 1 GPF 2 150 4 - - - - - - 2 0 PUBLIC, 1 GPF 2 2 4 8 -- -- 2 4 PUBLIC, > 1 GPF 2 5,120 5 - - - - - - 2 0 ASSEMBLY.1 GPF 2 765 5 -- -- -- 6 0 ASSEMBLY, > 1 GPF 2 300 6 - - - - - - 6 0 WATER CLOSETS - - 23,661 - - - - - - - - - - - 1.6 GPF GRAVITY & FLUSHOMETER TANK, PRIVATE 3 3,784 2.5 - - - - - - 3 0 1.6 GPF GRAVITY & FLUSHOMETER TANK, PUBLIC 3 593 2.5 - - - - - - 4 0 1.6 GPF GRAVITY & FLUSHOMETER TANK, ASSEMBLY 3 450 3.5 - - - - - - 6 0 1.6 GPF FLUSHOMETER VALVE, PUBLIC 3 101 34,392 50 1- - - - 4 ;40 1.6 GPF FLUSHOMETER VALVE, ASSEMBLY 3 3,120 6 - - - - - - 6 0 >1.6 GPF FLUSHOMETER VALVE, PRIVATE 3 477 7 - - - - - - 4 0 >1.6 GPF FLUSHOMETER VALVE, PUBLIC 3 111 8 - - - - - - 6 0 >1.6 GPF FLUSHOMETER VALVE, ASSEMBLY 3 27,084 10 - - - - - - 8 0 COMMERCIAL KITCHEN AND LAUNDRY EQUIPMENT - - - - - - - - - - - - - - - DISHWASHER - INDIRECT WASTE <50 GPM IW 3 4 12 4 12 - - - - 38,295 1,000 92 192 362 743 1,113 2,145 3,420 THREE COMP SINK 3 4 3 12 3 12 6 24 PREP SINK IW 8 1.5 12 1.5 12 2 16 STEAMER IW 5 2 10 0 - - - - HOTWELL IW 2 1 2 0 1 2 DIPPERWELL 1W 1 1 1 1 1 1_ 1 HAND SINK 1.5 13 1 13 1 1 13 1 13 JUICE, COFFEE, ICE MAKERS IW 4 1 4 - - - - - - - - OT FILLER - - 4 2 8 2 8 - - - - FUTURE TENANT SPACES - - 2 20 40 20 40 20 40 --- MEDIUM PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION 402.4, UTILIZING EQUATION 4-2 AS ALLOWED. THIS TABLE APPLIES ONLY TO NATURAL GAS AT 1.5 PSIG AND ABOVE IN SCHEDULE 40 METALLIC PIPE OF SIZES SHOWN. GAS NATURAL INLET PRESSURE P1-14.7 2 PSIG PRESSURE DROP DELTA H 0.5 PSIG DOWNSTREAM PRESSURE P2-14.7 1.5 PSIG SPECIFIC GRAVITY 1 0.60 P1 I 16.7 PSIA P2 16.2 PSIA D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = FOR NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-2 IN 2006 IFGC), D= (Q^0.381)A(18.93((P1'Z-P2"2)*Y/(CR*L))" 0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING 1/15/2004 I I V I ALJ I a tI Lul I./ 0 1 141 I Iz.- 1 LOW PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION 402.4, UTILIZING EQUAION 4-1" AS ALLOWED. THIS TABLE APPLIES ONLY TO LOW PRESSURE GAS LESS THAN 1.5 PSIG IN SCHEDULE 40 METALLIC PIPE OF PIPE SIZES yOWN. TER SERVICE CALCULATIONS Cold Water Piping to be Sized Based on a FV System FV=Flush Valve, FT = Flush Tank Hot Water Pioina to be Sized Based on a FT System (FV =Flush Valve, FT = Flush Tank) PIPE MAINS PIPE SIZE GPM SIZE BUILDING SUPPLY 202 91 2 -2w- COLD WATER 202 91 1 NOMINAL 10 INCHES 1 /2::3J_/4 1 1 1 1/4 1 1 1/2 2 2 1/2 1 3 1 4 1 6 ACTUAL ID INCHES 0.6221 0.8241 1.0491 1.381 1.611 2.0671 2.4691 3.0681 4.0261 5.047 6.065 EQUIVALENT LENGTH FT 4 1,401 1 1711- 3000 MAXIMUM CAPACITY IN CUBIC FEET PER HOUR 11,407 23,276 42,1;6 25 674 1,410 2,657 5,458 8,181 15,761 25,129 44,439 90,683 164,120 265,831 50 463 969 1,827 3,752 5,624 10,835 17,275 30,550 62,340 112,824 182,744 75 372 779 1,467 3,014 4,517 8,702 13,874 24,536 50,067 90,613 146,769 100 319 666 1,256 2,580 3,866 7,449 11,875 21,001 42,855 77,560 125,627 125 282 591 1,113 2,286 3,427 6,602 10,526 18,614 37,984 68,745 111,348 150 256 535 1,009 2,072 3,105 5,982 9,538 16,867 34,419 62,292 100,896 200 219 458 863 1,773 2,658 5,120 8,164 14,437 29,461 53,318 86,361 250 194 406 765 1,572 2,356 4,539 7,236 12,796 26,112 47,259 76,546- 300 176 368 693 1,424 2,134 4,112 6,557 11,595 23,661 42,822 69,360 350 162 339 638 1,310 1,964 3,784 6,032 10,668 21,769 39,398 63,814 400 151 315 593 1,219 1,827 3,520 5,612 9,925 20,253 j 36,654 59,369 450 141 296 557 1,144 1,714 3,303 5,266 9,312 19,003 34,392 55,706 500 133 279 526 1,080 1,619 3,120 4,974 8,797 17,951 " 32,488 52,621 600 121 253 477 979 1,467 2,827 4,507 7,971 16,266 29,438 47,681 700 111 233 439 901 1,350 2,601 4,147 7,334 14,965 27,084 43,868 800 103 217 408 838 1,256 2,420 3,858 6,823 13,923 25,197 40,813 900 97 203 383 786 1,178 2,271 3,620 6,402 13,064 23,643 38,295 1,000 92 192 362 743 1,113 2,145 3,420 6,047 12,340 122,334 36,174 D= INSIDE DIAMETER OF PIPE (INCHES) Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = FOR NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L = EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-2 IN 2006 IFGC), D= (Q^0.381)A(18.93((P1'Z-P2"2)*Y/(CR*L))" 0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING 1/15/2004 I I V I ALJ I a tI Lul I./ 0 1 141 I Iz.- 1 LOW PRESSURE NATURAL GAS PIPE SIZING CALCULATIONS GAS PIPE SIZING FOR THIS PROJECT IS BASED ON 2006 INTERNATIONAL FUEL GAS CODE, SECTION 402.4, UTILIZING EQUAION 4-1" AS ALLOWED. THIS TABLE APPLIES ONLY TO LOW PRESSURE GAS LESS THAN 1.5 PSIG IN SCHEDULE 40 METALLIC PIPE OF PIPE SIZES yOWN. TER SERVICE CALCULATIONS Cold Water Piping to be Sized Based on a FV System FV=Flush Valve, FT = Flush Tank Hot Water Pioina to be Sized Based on a FT System (FV =Flush Valve, FT = Flush Tank) PIPE MAINS FIX UN11 GPM SIZE BUILDING SUPPLY 202 91 2 -2w- COLD WATER 202 91 1 HOT HOT WATER 127 50 2 WATER PRESSURE AT METER (PSI) 106.0 METER LOSS (PSI) 15.0 1-1/2" DIAMETER METER PIPE LOSS BETWEEN METER AND BLDG (PSI) 1.6 20.00 FT OF 2.0 IN DIA. PIPE 8.1 PSI/100' LOSS BACKFLOW PRESSURE LOSS 6.0 WATER PRESSURE AT BUILDING (PSI) 83.4 If meter pressure less BFP loss exceeds 8OPSI, PRV required PRV FALL OFF AT PEAK FLOW (PSI) 8.00 PRV REQUIRED: SETPOINT (P80).0 BLDG SUPPLY PRESSURE FOR PIPE SIZING: r72.0 COLD WATER PRESSURE LOSS: ELEVATION(PSI) 8.7 20 FEET AT 0.433 PSI/FT MIN. RESIDUAL PRESS. AT REMOTE FlXT. (PSI) 25.0 TOTAL PRESSURE LOSS: 33.7 72.0 - 33.7 AVAILABLE PRESSURE (PSI) 38.3 LONGEST PIPE RUN (FT) 330.0 38.34 X 100 FT X 1.25 (FITTINGS) 1.25 412.5 413 FT Friction Loss Not to Exceed 9.3 PSI/10OFT LOSS Size All Piping Based on a Friction loss of: 8 PSI/10OFT LOSS and max velocity based on installation standard. COPPER TYPE L COLD WATER Sizing based on 8.0 psi/100' max & 8.0 ft/sec max velocity Sizing based on FT System (FT=Flush Tank, FV=Flush Valve) FU Range NATURAL P11111111 eke 0- 4 FU 1/2 4.5- 11 FU 3/4 12- 22 FU 1 23- 50 FU 1 1/4 51- 100 FU 1 1/2 101- 265 FU 2 266- 470 FU 2 1/2 471- 744 FU 3 745- 1710 FU 4 1711- 3000 FU 5 COPPER TYPE L HOT WATER Sizing based on 8.0 psi/100' max & 5.0 ft/sec max velocity FU Range NATURAL pt" Oka 0- 4 FU 1/2 5- 9 FU 3/4 10- 16 FU 1 17- 28 FU 1 1/4 29- 45 FU 1 1/2 46-- 120 FU 2 121- 250 FU 2 1/2 251- 410 FU 3 411- 850 FU 4 851- 1670 FU 5 COPPER TYPE L COLD WATER Sizing based on 8.0 psi/100' max & 8.0 ft/sec mox velocity Sizing based on FV System (FT=Flush Tank, FV=Flush Valve) FU Range NATURAL 1111111111011111 am 0- 0 FU 0.5 IN. W.C. 1/2 0.5- 1.75 FU 0.60 3/4 2.75- 3.25 FU 1 0.824 4.25- 12 FU 1 1/4 13- 35 FU 1 1/2 36- 135 FU 2 DIA x HEIGHT 136- 345 FU 2 1/2 346- 692 FU 3 10 693- 1710 FU 4 1,401 1 1711- 3000 FU 5 11,407 GAS NATURAL INLET PRESSURE P1-14.7 6 IN. W.C. PRESSURE DROP DELTA H 0.5 IN. W.C. DOWNSTREAM PRESSURE P2-14.7 5.5 IN. W.C. SPECIFIC GRAVITY 0.60 THIS IS PRESSURE DELIVERED TO THE BUILDING GAS PIPING SYiTEM THIS IS MINIMUM PRESSURE DELIVERED AT MOST REMOTE APPL4NCE PIPE SIZE -� NOMINAL IDINCHES 1/2 3/4 1 1 1/4 1 1/2 2 21/21 3 4 5 6 ACTUAL ID INCHES 0.622 0.824 1.049 1.38 1.61 2.067 2.469 3.068 4.026 5)47 6.065 EQUIVALENT LENGTH FT HD-1 DIA x HEIGHT 28"D 4.5"H MAXIMUM CAPACITY IN CUBIC FEET PER HOUR WILKINS 500HR VOLTAGE 120,0 1 10 173 362 682 1,401 1 2,100 4,046 6,450 11,407 23,276 42,1;6 68,233 20 119 249 469 963 1,443 2,781 4,434 7,841 16,001 28,99 46,906 30 96 200 377 774 1,159 2,234 3,561 6,298 12,851 23,2:8". 37,672 40 82 171 322 662 992 1,912 3,048 5,391 11,000 19,908.; 32,245 50 72 152 286 587 880 1,695 2,702 1 4,778 9,750 17,6451 28,581 75 58 122 229 471 706 1,361 2,170 3,837 7,830 14,172 , . 22,954 100 50 104 196 403 605 1,165 1,857 3,285 6,702 12,130 19,648: 125 44 92 174 358 536 1,033 1,646 2,911 5,941 10,752' ."17,415 150 40 84 158 324 486 936 1,492 2,638 5,383 9,742 15,780 200 34 72 135 277 416 801 1,277 2,258 4,608 8,5391 .13,507 250 30 64 120 246 368 710 1,132 2,001 4,084 7,3911 11,972 300 28 58 108 223 334 643 1,025 1,813 3,700 6,697 10,848 350 25 53 100 205 307 592 943 1,668 3,405 6,162 9,980 400 24 49 1 93 191 286 551 878 1,552 3,167 1 5,732 9,285 450 22 46 87 179 268 517 824 1,456 2,972 5,379) 8,712 500 21 44 82 169 253 488 778 1,376 2,807 5D81 8,230 550 20 41 78 160 241 463 1 739 1.307 2,666 4,5261 7.816 600 1 19 40 75 153 229 442 1 705 1 1,247 2,544 4Rnk 7,457 i D= INSIDE DIAMETER OF PIPE (INCHES) i Q= INPUT RATE (CFH, 60 DEG. F, 30 -INCH MERCURY COLUMN) 1 PSIG = 27.7 IN. W.C. P1 = UPSTREAM PRESSURE IN PSIA CR = FOR NATURAL GAS 0.6094 P2 = DOWNSTREAM PRESSURE PSIA Y FOR NATURAL GAS 0.9992 L =EQUIVALENT LENGTH OF PIPE IN FEET DELTA H = PRESSURE DROP IN INCHES W.C. (EQUATION 4-1 IN 2006 IFGC), D= (Q-0.381)/((19.17(DELTA /(CR*L))-0.206) THIS TABLE COPYWRITTEN BY HV ENGINEERING UPC Gas Load Summary Water Heater 199.0 MBH tef .0 Generator 300.0 MBH RTU -1 600.0 MBH RTU -2 200.0 MBH RTU -3 130.0 MBH RTU -4 60.0 MBH RTU -5 60.0 MBH UH -1 THRU 4 200.0 MSN MUA-1 350.0 MBH MUA-2 350.0 MBH MUA-3 225.0 MBH total 2,078.0 MU OVENS & ALL OTHER KITCHEN EQUIP range (6) burner (CLASSROOM) 200.0 MBH range (4) burner (CLASSROOM) 200.0 MBH (2) stockpot stove (DELI KITCHEN) 106.0 MBH range (6) burner (DELI KITCHEN) 180.0 MBH add on griddle (DELI KITCHEN) 15.0 MBH char broiler (DELI KITCHEN) 80.0 MBH tilting skillet (DELI KITCHEN) 91.0 MBH (3) steamers oven (DELI KITCHEN) 720.0 MBH rotisserie oven 41.0 cool in baking oven (DELI KITCHEN) 175.0 MBH pizza oven (DELI KITCHEN) 125.0 MBH "ftotal 1,93&0 Total 49807.0 IABN GAS WATER HEATER SCHE LE ITEM WASTE EQUIPMENT NUMBER 1 CW i SERVICE CONDITIONS j TYPE POWE VENT USE 140 DGREE STORAGE CAPACITY 1 CAPACITY MBH INPUT 1 CAPACITY MBH OUTPUT 1 EFF 9 0 WORKING PRESSURE PSIG 1 VENT CONNECTOR DIA. HD-1 DIA x HEIGHT 28"D 4.5"H WEIGHT LBS 1 1 ELECTRICAL DATA WILKINS 500HR VOLTAGE 120,0 1 2" PRESSURE REDUCING VALVE 1 MANUFACTURER -DESIGN BASIS BFP -1 MANUFACTURER MODEL A.O.SMI BTH-199 NOTES GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON GT -1 SEAT, TOTO "SC134" COLOR; COTTON WC -1H 1/16/2008 f PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS WC -1 WATER CLOSET 4 - 2 1/2 - TOTO "CT708V" - WALL MOUNT FLOOR SINK (SIZE/GRATE CONFIGURATION PER PLANS) COLOR; COTTON 12"x12", 6" SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS SET RIM 1/2" ABOVE FINISHED FLOOR TD -1 TRENCH DRAIN (SIZE PER PLANS) ZURN/Z-886 TRAP; PERMA-TRENCH; 6" PRE -SLOPED HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL SYSTEM; BOTTOM DOME STRAINER; STAINLESS STEEL TOP VENEER FRAME; HEAVY DUTY CLASS D REINFORCE STAINLESS STEEL PERFORATED GRATE. HD-1 HUB DRAIN SIZE PER PLANS FLUSH VAVLE; TOTO "TET3ANSR" BRUSHED STAINLESS PRV-1 1" PRESSURE REDUCING VALVE WILKINS 500HR NO PRV-2 2" PRESSURE REDUCING VALVE WILKINS 500HR SUPPORT, JAY R. SMITH "0210-Y" BFP -1 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR WILKINS 950XLT BRAKE HORSEPOWER GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON GT -1 SEAT, TOTO "SC134" COLOR; COTTON WC -1H WATER CLOSET -ADA COMPLIANT 4 - 2 1/2 - TOTO "CT708V" - WALL MOUNT COLOR; COTTON VOLTS -PHASE -HERTZ ADA HEIGHT (17.25") N/A N/A MANUFACTURER -DESIGN BASIS TACO 007 - BRONZE 3/4 - 4"WEIGHT FLUSH VAVLE; TOTO "TET3ANSR" BRUSHED STAINLESS 2 1 24 HR TIME CLOCK CONTROL 2 PROVIDE UNIIONS AT PUMP CONNECTIONS 12"x16" 29"x67" MANUFACTURER -DESIGN BASIS AMTROL ST -25V THERMA-STOR II -1 SUPPORT; JAY R. SMITH "0210-Y" NOTE 1 REMARKS 1 PROVIDE WITH TWO 1-5/8- OD REFRIGERANT CONNECTIONS SEAT; TOTO "SC134"COLOR; COTTON L-1 LAVATORY - DROP IN 1-1/2 - 1-1/2 1/2 1/2 KOHLER CAXTON "K -2205-G COLER; WHITE, 17"x14" UNDERMOUNT FAUCET, SLOAN OPTIMA PLUS "EBF -187" DECK MOUNT, MIXING VALVE: WATTS MMV TRAP COVER; PLUMBEREX "301" COLER; GRAY SOAP DISPENSER; SLOAN "ESD -250" CHROME L-2 LAVATORY- DROP IN 1-1/2 - 1-1/2 1/2 1/2 KOHLER CAXTON "K -2205-G COLER; WHITE, 17"04" UNDERMOUNT FAUCET, SLOAN OPTIMA PLUS "EBF -187" DECK MOUNT, MIXING VALVE: WATTS MMV TRAP COVER; PLUMBEREX "301" COLER; GRAY SOAP DISPENSER; SLOAN "ESD -250" CHROME SH -1 SHOWER 2 - 1-1/2 1/2 1/2 SPEAKMAN; "VS -1970 -AF" CHROME PLATED UR -1 URINAL - ADA COMPLIANT 2 - 1-1/2 3/4 - TOTO "UT104V" COLOR; COTTON FLUSH VALVE; TOTO "TEU3ANSR" UR -2 URINAL - NON ADA 2 - 1-1/2 3/4 - TOTO "UT104V" COLOR; COTTON FLUSH VALVE; TOTO "TEU3ANSR" DF -1 DRINKING FOUNTAIN 1-1/2 - 1-1/2 1/2 - ELKAY; "EDFP-117-C" BRUSHED STAINLESS, FULLY RECESSED SK -1 SINGLE COMP PRE RINSE SINK 1-1/2 - 1-1/2 1/2 1/2 MOEN; LANCELOT "22377" STAINLESS, 32x18 UNDERMOUNT FAUCET; CHICAGO "540-LDL9-372", MS -1 MOP SINK 3 - 1-1/2 1/2 1/2 STERN WILLIIAMS; SERVICEPTOR "SB -902 -BP" COLOR; PEARL GRAY MARBLE 24x24 W/SPLASH FAUCET: CHICAGO "445-DJ13-241" W CHEMIZER PLUS CHEMICAL MANAGEMENT SYSTEM ' ' SET WATER 'HIN USE EATER FItAITO 110 DEG. FLK 1U tit , IUn ULL.o, Z.0 IjALLUN, 11uv/IVH, 15UUW. MLL1S ASHRAL 90.1. PROVIDE RELIEF TO HUB OF dl4r`BECAYIVS1Nlt�4R gp+p�N) 2. REFER TO KITCHEN CONSULTANT PLANS FOR KITCHEN EQUIPMENT CONNECTION SCHEDULE. 3/7/2008 HYDRANT, DRAIN, AND BPP SCHEDULE SYMBOL ITEM MAKE MODEL REMARKS HB -1 HOSE BIBB WOODFORD 65 FREEZELESS WALL HYDRANT W1 VACUM BREAKER FD -1 FLOOR DRAIN FD OR FUNNEL SIZE PER PLANS ZURN Z-415 FD ROUND OR SQUARE TOP TO MATCH FLOOR FINISH FD -2 IFLOOR DRAIN FD OR FUNNEL SIZE PER PLANS ZURN Z-415 FD OR EQUAL FLOOR DRAIN WITH BRASS GRATE IN CUSTOMER & STAFF TOILETS FS -1 FLOOR SINK (SIZE/GRATE CONFIGURATION PER PLANS) JONESPEC/FD-2375 12"x12", 6" SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS SET RIM 1/2" ABOVE FINISHED FLOOR TD -1 TRENCH DRAIN (SIZE PER PLANS) ZURN/Z-886 TRAP; PERMA-TRENCH; 6" PRE -SLOPED HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL SYSTEM; BOTTOM DOME STRAINER; STAINLESS STEEL TOP VENEER FRAME; HEAVY DUTY CLASS D REINFORCE STAINLESS STEEL PERFORATED GRATE. HD-1 HUB DRAIN SIZE PER PLANS JONES STPHENS D-59-103 GRATE IN HUB OF 3" SOIL PIPE W TRAP. CASE AND COOLER CONDENSATE PRV-1 1" PRESSURE REDUCING VALVE WILKINS 500HR NO PRV-2 2" PRESSURE REDUCING VALVE WILKINS 500HR IMPELLER DIA -INCHES BFP -1 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR WILKINS 950XLT BRAKE HORSEPOWER GI -1 EXTERIOR GREASE INTERCEPTOR UTILITY VAULT 2000 GALLON GT -1 GREASE TRAP .. /- J.R. SMITH 050 50GPM - 1/IV/ cuuo PIPING SYSTEM SCHEDULE AND SPECIFICATION SYSTEM ABOVE GROUND BELOW GROUND JOINT METHOD REMARKS PIPE INSULATION SOIL/WASTE/VENT ABS ABS SOLVENT WELD - COLD WATER & HOT WATER 2" AND SMALLER TYPE L COPPER TYPE K COPPER OR PEX 95/5 SOLDER ABOVE JACKETTED FIBERGLASS INSULATION ON ALL CIRCULATED DOMESTIC HOT WATER PIPING. THICKNESS PER WSEC TABLE 14-6. IX INSULATION ON COLD WATER MAIN CONDENSATE COPPER N/A SOLDIER JOINTS INSULATE WITH 1/2- ARMAFLEX PROVIDE MINIMLM 3" TRAP ON RTU CONDENSATE INDIRECT DRAIN ABS N/A SOLVENT WELD - GAS PIPING BLACK STEEL SCH 40 HDPE THREAD & COUPLE - STEEL MANF MECH JOINT - HDPE ANODELESS RIS[RS AT HDPE TRANSITIONS TO ABOVE GROUND GAS PIPING. NOTES: PVC (WHITE) PIPING NOT PERMITTED ON THIS PROJECT. 1 /R /?MR PUMPS TANKS 10. BAR MEASURES ONE INCH MARK NUMBER CP -1 EQUIPMENT NUMBER ET -1 SERVICE LOCATION ABOVE MOP RM. AREA ' SYSTEM LOCATION ABOVE MOP RM. DOMESTIC TYPE CARTRIDGE DOMESTIC TYPE SERVICE CONDITIONS CAPACITY -GPM 3 TOTAL HEAD -FT 10 FLUID WATER TEMPERATURE -DEG F 140 DEG F NO SERVICE CONDITIONS UNIT COND111ONS IMPELLER DIA -INCHES - SPEED -RPM 3250 BRAKE HORSEPOWER - MINIMUM EFFICIENCY-% - CONNECTIONS INLET OUTLET 3/4- SWEAT WATER WATER MOTOR 150 ENCLOSURE TYPE - HORSEPOWER -MINIMUM 80 WATTS SPEED -RPM 3250 VOLTS -PHASE -HERTZ 115/60/1 N/A N/A MANUFACTURER -DESIGN BASIS TACO 007 - BRONZE 3/4 - 4"WEIGHT WEIGHT FULL NOTES_(1). 2 1 24 HR TIME CLOCK CONTROL 2 PROVIDE UNIIONS AT PUMP CONNECTIONS STORAGE A EXPANSION TANKS 10. BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING EQUIPMENT NUMBER ET -1 ST -1 IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS SERVICE ' COPYRIGHT, HV ENGINEERING. INC. LOCATION ABOVE MOP RM. ABOVE MOP RM. SYSTEM DOMESTIC DOMESTIC TYPE ORIENTATION VERTICAL VERTICAL . LINING YES YES ASME NO NO SERVICE CONDITIONS CAPACITY - GALLONS 6.0 119.0 ACCEPTANCE - GALLONS EXP TANKS) - INSULATION " FOAM URETHANE2" FOAM URETHAN FLUID WATER WATER PRESSURE - PSI 150 150 TEMPERATURE - DEG F 140 140 UNIT CONDITIONS BOILER CONNECTION SIZE N/A N/A INLET & OUTLET TAP SIZE 3/4- 3/4 - 4"WEIGHT WEIGHT FULL 90 LB 1420 LB DIAMETER AND HEIGHT 12"x16" 29"x67" MANUFACTURER -DESIGN BASIS AMTROL ST -25V THERMA-STOR II -1 NOTE 1 REMARKS 1 PROVIDE WITH TWO 1-5/8- OD REFRIGERANT CONNECTIONS 1/28/2006 REUSE OF DOCUI IENM VERIFY SCALE 10. BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE o" PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING. INC. ACCORDINGLY. rW VJ co W HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N., Suite i Seattle, Washington, 98103 Phone: (206) 708-8889 Paz. (2108) 708-1880 wWVT III ngineerina. bis Project -- PCC - EDMONDS 9803 EDMONDS WAY EDMONDS, WA 98020 Prepared F i - PCC NATURAL MARKETS 4201 Roosevelt Way NE Seattle, WA 98105 ph _(206)--W-, 2 Olympic View Water and Sewer Di ADoroved for Constructio Date DATE REVISION 10. UM -({1 3/10/08 PERMIT REVISIONS PARTNER IN CHARGE TGH PROJECT MANAGER TGH PROJECT ENGINEER TGH PROJECT TEAM MEMBERS SDB CHECK TGH ENGINEERS SEAL �fu 140'1 sS o_AL EXPIRES 8/1/2009 n SCHEDULES PROJECT NO. 2007-045 DATE FEBRUARY 1, 2008 PROJECT NETWORK PATH SHEET NUMBER PCC NATURAL g r 50 M8H 2L6./6"W.C. GAS MARKET GAS METERREGULATOR, PROVIDE VENT PIPING L• GELATO FACTORY"G STUB -FOR TO APPROVED OUTSIDE LOCATION CON CTl ON T METE ,. GAS .: „ _._ _ ....3d0 MBH 2LB. 6 W.C. GAS ._ . _ GENERATA�t.., ....... _ . _. G G G G G G G G G G G RETAIL' WEST / G G G G G G G GAS METER REGULATOR, PROVIDE VENT PIPING G G G G G G G G G G f. G G G -' G.. G G G G G . G G G G-�- RETAIL EAST TO APPROVED OUTSIDE LOCATION MPG MPG _ MPG MPG - MPG MPG MPG MPG MP I _rt,),•c, �tr� - - - .. -._.. .. , r .. ... .. .+• r i , .,... I, ....T ... .: ^ , . -. ,.:.1 . T,..' , 1 : l., i. ',y,y, : '-7--,Ir.• , l•Rr 'j•t.'": ^'• :•i'• •` GA ,. , ,. ,.. t.. .. . A.... . : t r. r... ... ,•,_, t .,;,. „ • r :rc'. . E I UH SE _ r , ,..r ,, ... ........ ., . , .. .. / . , . . , .. .. -. T•: M . u IF• �' itG , . at.i' .�,i,r. _,,.. 1 ...,- ... _.... __....,...._... .,._ i ,r,•,,..a 4 7h' I` 4"sa=•1; " ,s f ! t; I i , -. MP N�GTCW � PG 2"cw --- , G _ -- 1 B FOR INT, �')vrCi�l�; it a r�)ItRCiii , G �' MS _ a h A K"G ;' UH SEE MECH. � 1 I' �it� i�'•..• .�+`' ....', �.,._ GELATO TEN 32G G rI � } �f 2 MPG & 1 CW ;�' 3, 0 • i t,�- � r - 9 '� .+ t � �, �_; ��J TENANT 4 MPG �/ e.:; 1>.:.. t 74 �:_ ...... °Y n -,f .�A/».-..11PllllA.. .qll��-._III.A.UII.. .. 11_»�q .. ...ss .,....i :.,,.>,,.., ..-:-.:..._ _.__.. _...:_._.,. .,.. .. ._._.... ............. .. 2 CW _.,�•-•pp... _.. .... _ �'-_.. �--'""""`�... CW .. _...._ _ 3 V'STUB FOR - • I - ........ y i 2 N.. » .,.. �. 1, ... _.. ,:... f- .r� .. F. u .... �- - :. I I i ' r _:, .. , - i 1 MPGA 6 W.C. GAS -- _ . c� II , • L : 1 I 150 MBH 2LB. __ r I � � r : �. - OELATt3 ANT I i , VENT REGULATOR,-� _ : , I Y. : W _ t'•i ! 2 2 H W r -. _ p OUTSIDE ( 4 u, PIPING TO APPROVED i , `r lI � UH SEE MECH. li~� ,.,C�(: LOCATION _.. , r� ., r: .. ... ,, .,-- - - - - - t- ,= r .•:r._i"i� :�i. � , f I i .. % I •i I J I MPG` S r� '.I ,. r. P. Y . WATER SERV( : , _ !: r .. : I .I , . : �.� :. 2 MPG. t i- _.. s A & PRV I: ► : ... , ; W RPB P4.0 4 is SEE DETAIL , . �� (� , ��C'! .�: : _<, � � . , -• _. rr � � _ .. r -... f_ 4. :, „C'PI . ..,:.Y " J". l: t.0 , a .. � 6 '•... � Ti _ "l r G I r.. ;P3.O� ':.t.•. i •,I II•I 2 CW �lF PRE r.. : M M HW MEAT f r { I; i 1 n HD r - 11 r, .. I ' f I' t t s 1 J•. 1 I' t , , t • '1*MPG UP DC f k.S DOCK a•. i , • ip! I! k � i ` I I' tr _ ! ,If tt i ! .i I I i 1 r: i r •r I : c I 1 I _ aj , Pod—I� ,..,ri I' ._. ... ,, .,. , `t' ._. .. .. __. i ,t :.5,..... %�....t'! iE.Y'`:�'t's(:•Ja�i..;J • IRRIGATION , : TO I RI r R �f i 1 r' �d I r C..„ 5i r I iI' •1'' I 1 • _ , 1 MPG .I. t � •!. • 1 I 199 MBH 2Lt3` 6 W.C. NQS , HW ,.�. !M qll �, ., .... _..... '1 PIPING 1 t_ _ REGULATOR, I:�ROVID�VENT I„ r• ' ' - J M ' UNTED ABOVE i LOCATION A HD 1 TO APPROVED OU .,E T�. + ET CP "I I. 1i RY ® ! GROCE O 1 1 1 P?I•A FREEZER CASE , i, ... , 1 , � 0.....;_i I •'I I / � �i t, Ii i I ^1 I 1 i 'i I , r:>t �!I t 1 I r' • - I I HD o i{ 4: ;SII - r -r r , i w I i t _ I, t • t•� lio ura ' ll/D' 'r• _. I, I �4 PROVIDE AIR E I ! I W p: & H •.� —ADMITTANCE i ! i AD t - ;, _ VALVE :-+ '�' E . >,� •4 tv �' ;::, ! CW, .,.... ,. • .. , _l '� iHD t;. S 1 4...n; TYPG, ?1 -P4.0 1 DN ®.,'-,' 1 3"V ON .d .. r .two 'I s. .S 1 1; 1 t , • CW r I e Jf , • { I • F _.>;..:.,<.,,->:RS.ii�i' .. ,c•:r,- , trr- . , 'x`n'_-, '..,_ r.t'1 __ - __--W"—-_ _ ' .:, .I l i O �, ,• ft a I I I r' k 1 r` I i I : , 1 - - :o - I HB ! 7 W, { i . t. I . p> e HD _. = 1'f.3r x t 1 - a i i , r r, PRODUCE e. ,-, r• 1 1 :� Y tt r C rL 1 'i • i I I . 1 , - r .. " ...._. ... ...r :._ ..__. _.• __.. :. .. •. -,. ,-, "err' _" a _ P3.0 f h ... l s .I I. - I '1.. I ;a = G G G 1 :• i : , , .i l i r , �.. : i , yy F HD i J 2 G STUB FOEt, o ND , cw slue FOR „! ®. tC ' FUTURE TENANT h' - FUTURE N • u 1.. TE TURF TENANT )TSTUB E 3V5 T I U 4 B F .•r. >,,• - ,, ` , .,,.,= ''i _ F ... - ._-_.... - _. .. FUTURE TEN ,.. - I t FUTURE TENANT_. _. A�T ; +1 0 FUTURE f< _• 1 T S ` �• HQ r l,f.l ... 1 HOT &COLD WATER LINES DOWN IN ;WALL TO ' ' O INK PROVIDE SHUT-OFF VAL ABOVE STEAM KETTLE W/ CW & HW CUNN>CTION SERVES 3 PROVIDE RPZ TYPE BACKFLOW PREVEO?ER. r 1; CEILING. L , i T - •. .. ;\5 `. • i I ' ` rArY:. 1.,..�`. 2 COMP SINK W/ J�"' HOT &COLD WATT yf j CONNECTION. PROVIDE CONNECTION Tf; BOOSTER ' 1 PAN ` ; f r :• I I O CON CONN'S TO FAUCET. PROVIDE SEPERATE fl� a HTR. PROVIDE RPZ TYPE BACKFLOW RREVENTER l 1 , . SHUT-OFF &CHECK VALVES FOR FAUCET. STRAINER !& PRESSURE REDUCING VAk� SET OI'` , PROVIDE!INSTA HOT ;,�:-' 1 Wp 1 _ _ 20 PSI PRESSURE. _ '__- ' + ` �` O3 3 COMP SINK W/ jz" HOT & COLD WATER I 1 0 ® ®THIS WAND SINK,,: OUTLET I 1 , 1 • � f �� • TLE PRE - I Hp r " I `.: ` • �, �'' CONN S TO EACH FAUCET. PROVIDE SEPERATE r /10, 15A 4 _ a SHU - VALVES © TERLOCK WI 0 1 1 HD 12pV ' } TOFF &CHECK FOR EACH 'FAUCET. GAS SOLENOID VALVE IN T; H C FlR> " .. " - ,'t �t^~ r^r t'•�nt SUPP :"$ M. aI r 1 0 3 VTR _ cr : ,,.. n' f _,. , A p�^_ L V DN 1 r : HAND-SI�`i1W' -HOT & CO�,�hfW 1` x 1 � E'I D I I. � >z. �"� II � 1- 4 " I t : - 1 c. i o r �.., ', i -I BAKING OVEN -W C CON` CTI t _ _. . ._ _� _ r ,.. .1, TYP. 6 ROLL- IN W • Q ---� {q'St1y.11 EE PROVIDE RPZ TYPE BACKFLOW PRE R _ FS 0 �., - 0� )TCW LINE DOWN 70 TOP OF PRODUCE( CASE :; '',, ;- ,, _ , •_: � s .,:._ . - _ PROVIDE SHUT-OFF VALVE &DOUBLE CHECK © OFFSET HOT WATER MAIN TO HAND SINK/ �HD ✓ �, i4 i' BACKFLOW PREVENTER. FINAL CONNECTION BY LAVATORY: AS NEEDED TO PROVIDE INSTANT HOT.`< : MD ® REFRIG. CONTR. I ® WATER, SEE DETAIL 7/P4.1. /HDI I �;:. © ICE MACHINE W/ �CC7NldE6A9N,,R10 E 2 8 4-20MA PULSE OUTPUT WATER METE] OUTPUT,;. 1 HW M G MPG RPBA. TO CPC CONTROL SYSTEM. ;1 ' I J -- -- -- -- -- -- — _ j I. � 4 20MA PULSE OUTPUT GAS METER. TO.�;•.. /H -D -\"FID ® jl _. _ - _ ly4pG 7O, �EK �-CPC CONTROL SYSTEM. COORDINATE 40NTORING`-.'!1 TL��t�TER. PROVIDE 4 20MA REQUIRME�lTS ,W/ GAS COMPANY. I �I 1 "HW, 1 , . �4 , "• p _ PULSE OUTPUT WATE METER OUTPUTTO CPC F;y " CW 3 CONTROL SYSTEM. ® SANITIZING COMPARTMENT IW TO FLOOR SINK HD CW 1 /4 CW ,MPG TYPICAL FOR ALL 3'' COMP SINKS. I` - 2 1 w FILL' FAUC T &COLD WATER CONN'S r. 1 {{ 1 1 1 TO FAUCE W/AIRGAP. PROVIDE SEPERATESHUTM1jl "MPG UP MPG UP - i 4 — I 4" 2 -COMP. / }� T & COLD WATER - O t3. .... _ ..._... . ,.......; . .. .. .......: - - :i 4"CW.: _., CONN'S TO (FAUCET PROVIDE SEPERATE , o-, '� „ r h,� . "l 3 VTR `, - _ 4WUP FF &CHECK VALVES FOR FAUC T. I SHUT 0 E I : I V UP -- . P _ - _... ,RINSE 51NK W HOT 8C COLD* WATER .. _. _... -_ .... -SEE•' SHEET R2,1 I i � V UP ... : HB PROVIDE`' SEPERATE !I ! : — ..:.;:�-.; FOP, i; , 1 , , . . _. ! _ �. 1 . 5�T OFFO &AC ECK VALVES FOR FAUCET. RPZ STRAINER & 2 W UP: DiSHWASE W CONNECTION PROVIDE :. P VEN�R'SET ® 25 S -4"W DN PRES UREKREDUG NG VALVE r_. : ,1. ; ... :.- _.... ,, . , I_ .:;.. .. _ '_.._ . .. •, '' 2 N UP OUTLET PRESSURE _. — , _ & HW DN TO 1 COMP SINK CONN'S TO ;i, • - • _. ' I FAUCET. PROVIDE SEPERATE SHUT-OFF &CHECK l-~% f l FEUSE OF DOCLUENTS VERIFY SCALE BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN. INSTRUMENT OF PROFESSIONAL SERVICE„ IS THE 0" �. PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. 3V Engineering, Inc. Consulting Engineers ineers 7100 Linden Ave. N., Suite i Seattle, Washington, 98103 Phone: (206) 706-9889 Fax: (206) 706-1850 w w w.hvengineering. biz PCC - EDMONDS 9803 EDMONDS WAY EDMONDS, WA 98020 Prepare..d For PCC NATURAL MARKETS 4201 Roosevelt Way NE Seattle, WA 98105 ph. (206)-547-1222 Olympic View Water and Sewer Districl Approved for - EXPIRES 8/1/2009 n FLOOR PLAN PLUMBING 2007-045 DATE FEBRUARY 1, 2008 PROJECT NETWORK PATH SHEET NUMBER 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. 2" COLD WATER TO SYSTEM UNION (TYP) w BUTTERFLY SHUTOFF VALVE (TYP) 4 \ 2" HIGH PRESSURE DOMESTIC COLD WATER BFP-1 2" BUTTERFLY BYPASS (N.C.) PRV-2 SET FOR 70 PSI OUTLET /-2" �"• �-- PRESSURE GAUGE W/COCK AND DRAIN (TYP) I 2" 1" PRV-1 SET FOR 80 PSI OUTLET FLOOR BUILDING DRAIN BALL VALVE NTH VALVED ANTI—SIPHON HOSE BIBB CONNECTION. (N.C.) SERVICEWATER SCALE: NTS 2)T (64 mm)VTR , I 1 3" (76mm) 24" (610 mm) MAX. TAILPIECE.000".000" 3" (76mm) 2" INCREASER AT TRAP TYP 3" (76mm)00,002" 1001WASTE ENTERS SIDE OF DRAIN/ 3" (76mm) ./ 2" 3" (76mm) 45' L'S (0.79 RAD) COMBINATION SCALE: NTS LINE C.O. e 3" (76mm) 2" TOP OF HUB OF COUPLING SHALL BE h7 ABOVE FLOOR LINE do . d \ o• t n o • MAX 24" I 2 PVC TAIL PIECE "CAST IRON OR SCALE: NTS SEE PLANS FOR SIZE & CONTINUATION //GATE VALVE (TYPICAL) UNION (TYPICAL) CIRCULATING PUMP /r -CHECK VALVE (TYPICAL) CONDENSATE LINES FROM �REFRIERATTON CASES—NIC. 1 "AIR GAP PROVIDE 3" CAST IRON HUB OR 3"PVC COUPLING ON TOP OF PIPE. ° d 4 4 a a FLOOR LINE HD-1; SUPPLEMENTARY STRAINER 3"X2" CAST IRON OR PVC SHORT REDUCER 2"X3" CAST IRON OR PVC SHORT INCREASER 3" CAST IRON OR PVC PIPE WITH TRAP TO CONDENSATE SEWER SYSTEM ROOF FLASHING EXPANSION TANK HOT GAS FROM RACK I THERMOMETER I "B„ — 1-5/8" OD I M I 1—I/2" PRE—HEATED WATER 1"-0"(HEAT TRAP) S S STRAP WATER HEATER AND RECLAIM TANK TO i WALL FOR SEISMIC I i RESTRAINT. TWO PLACES. I 4-20MA PULSE OUTPUT -GAS METER OUTPUT TO CPC CONTROL SYSTEM E LAIM TANK W kTER HEATER M -GAS COCK t DRIP LEG _RIO INSULATION UNDER TANK PER CODE 0 DRAIN PAN GAS WATER HEATER 1 4-20MA PULSE OUTPUT J WATER METER OUTPUT TO CPC CONTROL SYSTM. TEMPERATURE SENSOR TO CPC CONTROL SYSTEM, TYPICAL RELIEF VALVE, PRESSURE AND TEMPERATURE. PIPE DRAIN FULL SIZE TO MOP SINK BELOW RECIRC WATER TO "MID PORT" DRAIN VALVE, TYP. W.H. AND RECLAIM TANK DRAIN TO APPROVED LOCATION R10 INSULATION UNDER TANK PER CODE FLOOR/PLATFORM R10 INSULATION UNDER TANK PER CODE \Z! -,U,/ SCALE: NTS GAS PIPING AND EQUIPMENT EQUIPMENT AND PIPING BY GAS INCLUDED IN THIS PERMIT UTILITY: NOT IN THIS PERMIT 3 4-20MA PULSE OUTPUT GAS METER OUTPUT TO CPC CONTROL SYSTM COORDINATE VINT ROUTED TO MONITORING REQUIRMENTS W/ APPROVED LOCATION. GAS COMPANY R:GULATOR BY GAS �'—UILITY. 2)� SCALE: NTS METER GAS METiR AND REGULATOR BY GAS ITILITY, 4,607 CFH AT 2 PSI (AS SERVICE FROM STREET. BY GAS LTILITY. MANHOLE FRAMES & COVERS. NEENAH FOUNDRY CO. GASKETED, LOCKING GAS TIGHT. SIZE TO SUIT TANK OPENING (TYP. 3 PLACES). 4" CONC. PAD VENT OPENING IIII�I II�l l I� l l=l l a. •e • � � 0'. Illt�l `I •. 00 INLET- 4- W. SEE PLAN FOR INVERT PRESSURE REDUCING VALVE WITH THERMAL EXPANSION BYPASS REDUCED PESSURE PRINCIPLE BACKFLOW PREVENTOR PREHEATED WATER INLET 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. FLOOR WATER LEVEL LE Wk m /--MANHOLE EXTENSIONS AS REQUIRED TO FLUSH OUT COVERS AS SHOWN. MATCH SLOPE OF LOADING DOCK. EE H. . 1I L 1111—Ill-- FOR CONTINUATION 2" V. SEE PLAN OUTLET —4" W. SEE PLAN FOR CONTINUATION WATER HAMMER ARRESTOR STRAINER W/ BLOW—OFF VALVE THERMOMETER/PRESSURE GAUGE *T&P VALVE DISHWASHER * PIPE RELIEF VALVE TO OPEN DRAIN, INSTALL IN ACCORDANCE WITH ALL LOCAL CODES. DISHWASHER CONNECTION DETAIL SCALE: NTS GAS VALVE REDUCER (AS REQUIRDED) --—REDUCER (AS REQUIRDED) UNION _``DRIP LEG ASSEMBLY TYPICAL GAS CONNECTION Pte/ SCALE: NTS LOW PRESSURE GAS TO APPLIANCE/MECH UNIT REGULATOR: SEE PLANS FOR CAPACITY AN PRESSURE REQUIREMENTS GAS VALVENT W/SCREEN. FOR INTERIOR INSTALLATIONS PROVIDE VENT PIPING NION TO APPROVED OUTSIDE LOCATION, TURN DOWN AND SCREEN OUTLET. RESSURE GAS SUPPLY i0rMAS PRESSURE REGULATOR DETAIL NOT TO SCALE MINIMUM 4" OVERLAP TOP OF ROOFING— NOT TO SCALE wir SOLDER LEAD COUNTER FLASHING COLLAR TO COUPLING LEAD FLASHING (3 LB.) HOT MOP FLASHING TO ROOF By Date_ - FELM CF DOC NM 12" ABS EXTENSION VARIES8W' FLOW CONTROL FITTING THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED NON—SKID ADJUST TO COVER 2" AIR INTAKE UP IN 2" V. UP IN WALL WALL—CONNECT TO--,, CONNECT TO VENT VENT SYSTEM SYSTEM COPYRIGHT, HV ENGINEERING, INC. LOCK AND JAY R SMITH FIG. LIFT RING 4915 FLOOR ACCES COVER CLEANOUT P1 /—FINISHED FLOOR 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. 2" COLD WATER TO SYSTEM UNION (TYP) w BUTTERFLY SHUTOFF VALVE (TYP) 4 \ 2" HIGH PRESSURE DOMESTIC COLD WATER BFP-1 2" BUTTERFLY BYPASS (N.C.) PRV-2 SET FOR 70 PSI OUTLET /-2" �"• �-- PRESSURE GAUGE W/COCK AND DRAIN (TYP) I 2" 1" PRV-1 SET FOR 80 PSI OUTLET FLOOR BUILDING DRAIN BALL VALVE NTH VALVED ANTI—SIPHON HOSE BIBB CONNECTION. (N.C.) SERVICEWATER SCALE: NTS 2)T (64 mm)VTR , I 1 3" (76mm) 24" (610 mm) MAX. TAILPIECE.000".000" 3" (76mm) 2" INCREASER AT TRAP TYP 3" (76mm)00,002" 1001WASTE ENTERS SIDE OF DRAIN/ 3" (76mm) ./ 2" 3" (76mm) 45' L'S (0.79 RAD) COMBINATION SCALE: NTS LINE C.O. e 3" (76mm) 2" TOP OF HUB OF COUPLING SHALL BE h7 ABOVE FLOOR LINE do . d \ o• t n o • MAX 24" I 2 PVC TAIL PIECE "CAST IRON OR SCALE: NTS SEE PLANS FOR SIZE & CONTINUATION //GATE VALVE (TYPICAL) UNION (TYPICAL) CIRCULATING PUMP /r -CHECK VALVE (TYPICAL) CONDENSATE LINES FROM �REFRIERATTON CASES—NIC. 1 "AIR GAP PROVIDE 3" CAST IRON HUB OR 3"PVC COUPLING ON TOP OF PIPE. ° d 4 4 a a FLOOR LINE HD-1; SUPPLEMENTARY STRAINER 3"X2" CAST IRON OR PVC SHORT REDUCER 2"X3" CAST IRON OR PVC SHORT INCREASER 3" CAST IRON OR PVC PIPE WITH TRAP TO CONDENSATE SEWER SYSTEM ROOF FLASHING EXPANSION TANK HOT GAS FROM RACK I THERMOMETER I "B„ — 1-5/8" OD I M I 1—I/2" PRE—HEATED WATER 1"-0"(HEAT TRAP) S S STRAP WATER HEATER AND RECLAIM TANK TO i WALL FOR SEISMIC I i RESTRAINT. TWO PLACES. I 4-20MA PULSE OUTPUT -GAS METER OUTPUT TO CPC CONTROL SYSTEM E LAIM TANK W kTER HEATER M -GAS COCK t DRIP LEG _RIO INSULATION UNDER TANK PER CODE 0 DRAIN PAN GAS WATER HEATER 1 4-20MA PULSE OUTPUT J WATER METER OUTPUT TO CPC CONTROL SYSTM. TEMPERATURE SENSOR TO CPC CONTROL SYSTEM, TYPICAL RELIEF VALVE, PRESSURE AND TEMPERATURE. PIPE DRAIN FULL SIZE TO MOP SINK BELOW RECIRC WATER TO "MID PORT" DRAIN VALVE, TYP. W.H. AND RECLAIM TANK DRAIN TO APPROVED LOCATION R10 INSULATION UNDER TANK PER CODE FLOOR/PLATFORM R10 INSULATION UNDER TANK PER CODE \Z! -,U,/ SCALE: NTS GAS PIPING AND EQUIPMENT EQUIPMENT AND PIPING BY GAS INCLUDED IN THIS PERMIT UTILITY: NOT IN THIS PERMIT 3 4-20MA PULSE OUTPUT GAS METER OUTPUT TO CPC CONTROL SYSTM COORDINATE VINT ROUTED TO MONITORING REQUIRMENTS W/ APPROVED LOCATION. GAS COMPANY R:GULATOR BY GAS �'—UILITY. 2)� SCALE: NTS METER GAS METiR AND REGULATOR BY GAS ITILITY, 4,607 CFH AT 2 PSI (AS SERVICE FROM STREET. BY GAS LTILITY. MANHOLE FRAMES & COVERS. NEENAH FOUNDRY CO. GASKETED, LOCKING GAS TIGHT. SIZE TO SUIT TANK OPENING (TYP. 3 PLACES). 4" CONC. PAD VENT OPENING IIII�I II�l l I� l l=l l a. •e • � � 0'. Illt�l `I •. 00 INLET- 4- W. SEE PLAN FOR INVERT PRESSURE REDUCING VALVE WITH THERMAL EXPANSION BYPASS REDUCED PESSURE PRINCIPLE BACKFLOW PREVENTOR PREHEATED WATER INLET 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. FLOOR WATER LEVEL LE Wk m /--MANHOLE EXTENSIONS AS REQUIRED TO FLUSH OUT COVERS AS SHOWN. MATCH SLOPE OF LOADING DOCK. EE H. . 1I L 1111—Ill-- FOR CONTINUATION 2" V. SEE PLAN OUTLET —4" W. SEE PLAN FOR CONTINUATION WATER HAMMER ARRESTOR STRAINER W/ BLOW—OFF VALVE THERMOMETER/PRESSURE GAUGE *T&P VALVE DISHWASHER * PIPE RELIEF VALVE TO OPEN DRAIN, INSTALL IN ACCORDANCE WITH ALL LOCAL CODES. DISHWASHER CONNECTION DETAIL SCALE: NTS GAS VALVE REDUCER (AS REQUIRDED) --—REDUCER (AS REQUIRDED) UNION _``DRIP LEG ASSEMBLY TYPICAL GAS CONNECTION Pte/ SCALE: NTS LOW PRESSURE GAS TO APPLIANCE/MECH UNIT REGULATOR: SEE PLANS FOR CAPACITY AN PRESSURE REQUIREMENTS GAS VALVENT W/SCREEN. FOR INTERIOR INSTALLATIONS PROVIDE VENT PIPING NION TO APPROVED OUTSIDE LOCATION, TURN DOWN AND SCREEN OUTLET. RESSURE GAS SUPPLY i0rMAS PRESSURE REGULATOR DETAIL NOT TO SCALE MINIMUM 4" OVERLAP TOP OF ROOFING— NOT TO SCALE wir SOLDER LEAD COUNTER FLASHING COLLAR TO COUPLING LEAD FLASHING (3 LB.) HOT MOP FLASHING TO ROOF By Date_ - FELM CF DOC NM :III—III—I I �=III—I I VARIES8W' TO 20" THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING ADJUST TO SUIT PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, �I I I---III-III-11 I — INLET ELEVATION IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, AD,AJST SCALES COPYRIGHT, HV ENGINEERING, INC. 3" INLET :I I I. �I i t-1 I I-1 l i-1 i 1 =1 I =WA=1 I. -I I- I- I 3" OUTLET 1 1=1 I I -I 1 1-1 i I- -- AIR RELIEF .I J.R. SMITH GREASE INTERCEPTOR 50 GPM CAPACITY MODEL # 8050 PROVIDE SUITABLE CONCRETE PAD PER MANUFACTURER REMOVABLE BAFFLES REQUIREMENTS INTERCEPTORGREASE P4,0 SCALE: NTS 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. 2" COLD WATER TO SYSTEM UNION (TYP) w BUTTERFLY SHUTOFF VALVE (TYP) 4 \ 2" HIGH PRESSURE DOMESTIC COLD WATER BFP-1 2" BUTTERFLY BYPASS (N.C.) PRV-2 SET FOR 70 PSI OUTLET /-2" �"• �-- PRESSURE GAUGE W/COCK AND DRAIN (TYP) I 2" 1" PRV-1 SET FOR 80 PSI OUTLET FLOOR BUILDING DRAIN BALL VALVE NTH VALVED ANTI—SIPHON HOSE BIBB CONNECTION. (N.C.) SERVICEWATER SCALE: NTS 2)T (64 mm)VTR , I 1 3" (76mm) 24" (610 mm) MAX. TAILPIECE.000".000" 3" (76mm) 2" INCREASER AT TRAP TYP 3" (76mm)00,002" 1001WASTE ENTERS SIDE OF DRAIN/ 3" (76mm) ./ 2" 3" (76mm) 45' L'S (0.79 RAD) COMBINATION SCALE: NTS LINE C.O. e 3" (76mm) 2" TOP OF HUB OF COUPLING SHALL BE h7 ABOVE FLOOR LINE do . d \ o• t n o • MAX 24" I 2 PVC TAIL PIECE "CAST IRON OR SCALE: NTS SEE PLANS FOR SIZE & CONTINUATION //GATE VALVE (TYPICAL) UNION (TYPICAL) CIRCULATING PUMP /r -CHECK VALVE (TYPICAL) CONDENSATE LINES FROM �REFRIERATTON CASES—NIC. 1 "AIR GAP PROVIDE 3" CAST IRON HUB OR 3"PVC COUPLING ON TOP OF PIPE. ° d 4 4 a a FLOOR LINE HD-1; SUPPLEMENTARY STRAINER 3"X2" CAST IRON OR PVC SHORT REDUCER 2"X3" CAST IRON OR PVC SHORT INCREASER 3" CAST IRON OR PVC PIPE WITH TRAP TO CONDENSATE SEWER SYSTEM ROOF FLASHING EXPANSION TANK HOT GAS FROM RACK I THERMOMETER I "B„ — 1-5/8" OD I M I 1—I/2" PRE—HEATED WATER 1"-0"(HEAT TRAP) S S STRAP WATER HEATER AND RECLAIM TANK TO i WALL FOR SEISMIC I i RESTRAINT. TWO PLACES. I 4-20MA PULSE OUTPUT -GAS METER OUTPUT TO CPC CONTROL SYSTEM E LAIM TANK W kTER HEATER M -GAS COCK t DRIP LEG _RIO INSULATION UNDER TANK PER CODE 0 DRAIN PAN GAS WATER HEATER 1 4-20MA PULSE OUTPUT J WATER METER OUTPUT TO CPC CONTROL SYSTM. TEMPERATURE SENSOR TO CPC CONTROL SYSTEM, TYPICAL RELIEF VALVE, PRESSURE AND TEMPERATURE. PIPE DRAIN FULL SIZE TO MOP SINK BELOW RECIRC WATER TO "MID PORT" DRAIN VALVE, TYP. W.H. AND RECLAIM TANK DRAIN TO APPROVED LOCATION R10 INSULATION UNDER TANK PER CODE FLOOR/PLATFORM R10 INSULATION UNDER TANK PER CODE \Z! -,U,/ SCALE: NTS GAS PIPING AND EQUIPMENT EQUIPMENT AND PIPING BY GAS INCLUDED IN THIS PERMIT UTILITY: NOT IN THIS PERMIT 3 4-20MA PULSE OUTPUT GAS METER OUTPUT TO CPC CONTROL SYSTM COORDINATE VINT ROUTED TO MONITORING REQUIRMENTS W/ APPROVED LOCATION. GAS COMPANY R:GULATOR BY GAS �'—UILITY. 2)� SCALE: NTS METER GAS METiR AND REGULATOR BY GAS ITILITY, 4,607 CFH AT 2 PSI (AS SERVICE FROM STREET. BY GAS LTILITY. MANHOLE FRAMES & COVERS. NEENAH FOUNDRY CO. GASKETED, LOCKING GAS TIGHT. SIZE TO SUIT TANK OPENING (TYP. 3 PLACES). 4" CONC. PAD VENT OPENING IIII�I II�l l I� l l=l l a. •e • � � 0'. Illt�l `I •. 00 INLET- 4- W. SEE PLAN FOR INVERT PRESSURE REDUCING VALVE WITH THERMAL EXPANSION BYPASS REDUCED PESSURE PRINCIPLE BACKFLOW PREVENTOR PREHEATED WATER INLET 4-20MA PUSLE WATER METER OUTPUT TO CPC CONTROL SYSTEM. FLOOR WATER LEVEL LE Wk m /--MANHOLE EXTENSIONS AS REQUIRED TO FLUSH OUT COVERS AS SHOWN. MATCH SLOPE OF LOADING DOCK. EE H. . 1I L 1111—Ill-- FOR CONTINUATION 2" V. SEE PLAN OUTLET —4" W. SEE PLAN FOR CONTINUATION WATER HAMMER ARRESTOR STRAINER W/ BLOW—OFF VALVE THERMOMETER/PRESSURE GAUGE *T&P VALVE DISHWASHER * PIPE RELIEF VALVE TO OPEN DRAIN, INSTALL IN ACCORDANCE WITH ALL LOCAL CODES. DISHWASHER CONNECTION DETAIL SCALE: NTS GAS VALVE REDUCER (AS REQUIRDED) --—REDUCER (AS REQUIRDED) UNION _``DRIP LEG ASSEMBLY TYPICAL GAS CONNECTION Pte/ SCALE: NTS LOW PRESSURE GAS TO APPLIANCE/MECH UNIT REGULATOR: SEE PLANS FOR CAPACITY AN PRESSURE REQUIREMENTS GAS VALVENT W/SCREEN. FOR INTERIOR INSTALLATIONS PROVIDE VENT PIPING NION TO APPROVED OUTSIDE LOCATION, TURN DOWN AND SCREEN OUTLET. RESSURE GAS SUPPLY i0rMAS PRESSURE REGULATOR DETAIL NOT TO SCALE MINIMUM 4" OVERLAP TOP OF ROOFING— NOT TO SCALE wir SOLDER LEAD COUNTER FLASHING COLLAR TO COUPLING LEAD FLASHING (3 LB.) HOT MOP FLASHING TO ROOF By Date_ - FELM CF DOC NM VEFFY SCALE BAR MEASURES ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED ON ORIGINAL DRAWING HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE 0" PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT IF NOT ONE INCH ON THIS THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, AD,AJST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. W' a HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N., Suite 1 Seattle, Washington, 99103 Phone: (206) 708-9889 Fax: (1900) 708-18.30 www.hveneneerinj. bias Project ----� PCC EDMONDS Location-..a.�A . 9803 EDMONDS WAY EDMONDS, WA 98020 PrPr)ared For PCC NATURAL MARKETS 4201 Roosevelt Way NE Seattle, WA 98105 ph. (206)-547-1222 'Pic View Water and Sewer District PPrOVed for Construction ..;.'. ..,• ,..,.r,..:ti.+:. ;,.,.; :^+«:� L+•I4 ., .::+'•fit .,J:: a'".. :n`�,..u;.�p� xta., . PROJECT NO. 2007-045 DATE FEBRUARY 1, 2008 PROJECT NETWORK PATH Z" cA5 ,ASEMENT FOR SLOPES, CUTS OR ILLS. AUD, FILE No. 2.15;089 3' STR1 P OVER PARCEL L� q EASEMENT FOR UNDERGROUND POWER, LINE, AUD, FILE No. 01 810220018(.(P.uQ. No.�,) 4. 2 �W r 1 v kL I 2 PARKING LOT Iv�i A.C. PA MT �o ` DENTAL OFFICE m 00 f TKASF b `PAD vy - ry U. n o, G B: �1-316- ROF CO D Nlr O R� Vit/ y o DOCK y 1 Oi �� of A/ W 3,Zp 8g CL 1� 117 DOUBLE CHECK VALVE � � e �c� � e3 13 f Z 319,E IN RAISED WATER VAULT z � } Q � � W OL _ -�SMS F_ A�BE�' Cl - UA 5 TORE : o r Pos°°�- # 454 ' . r °► s� A.C.1 PAVEMENT 4/�• Q U I i' • SZ11J �. ! G' } _ A 9 0 1 ,1w \' Q Q( p o ROOF CANOPY j y►OVER ENTRY w --4e, +,� �� f AREA � th QL110 o oe N10)3c�l - 3 t 4 A A i I C. MALL } i � L�/ �2 I MAPLES W s \o Z HYDRANT' to `' 015, J I 60 g h �cF 3 -TACK SD 30 5D Vt 4� V�\n ILI Q O m 4 ti PROPERTY T EASEMENT FOR SEWER oil AUD. FILE No: 198,Z5S°1 LSM L EGEND: OP BUILDING L INE --TETT PROPER'T'Y LIVE POWER LINE: P----- P F- E L EVAT E t} N 5 H QTS o/ GAS MAIN G d SANITARY SEWER - s -5 5- �/ O�Aq STORM DRAIN 5 D SD- C LEANOUT 0 C.O, CA7CH BASIN C.& o�aQ �� UTILITY MAN HOLE O M.H. qR� WATER METER W.M.a G,A5 METER G.M.° W.V VVA TE -K VALVE. --U4- w GA 5 VA LVA F/RE HYDRANT i) PoWEK POLE -- 0 L IGH T- POLE 6" C O NC RETE CURS MAPLE TFZ,EE TRA FFI G SIGN ?SAND 14OLE o N.N. BENCH MARK LINE EASEMENT FOR INGRESS, EGRESS & PARKING. AUD. FILE No. 8007110008 (MU?'UAL. EASENIENT) ASPHALT SIDEWALK hj ti0 2 30TH ST. S.W Vt t DRAIN i CONC. 510EWAL K EDMONDS WAY { +•T ;THIS DRAWING -IS FURNISHED FOR BIDDERS itvFORIVIATION QNY 8� DATA CONTAINED ON THIS DRAWING IS NOT GUARANTEED BY THE ARCHITECT OR OWNER i i S 88 °45 ' 18"E 11 '� r0IN 1 ur uuiv1Mt-_rILi1NLr (N.W.. OF THE NE 1/ , SEC,.3a,TZ7N, K3>=,W,M.) Oi O� `0, •'37.50 ::. 5 88� 45, �8"E BAST- LONE DETAIL SCALE: i"= 40' SCALE 1M = ;ZDV O 10 ZO 30 .40 DATUM • C ITY OF E n- mokDS SURVEYOR'S NOTES 1. The legal description for this survey is based upon the Chicago Title ; Insurance Company Policy No. 360986. 2. Basis of bearing: Refer -to where based in legal description. 3. The scope of this topographic survey was for only a portion of the property adjacent to 100th Avenue West. 4. Reference is made to the prior property line surveys as portrayed on DL&K, Inc. Dwg. 8955 & BR&H, Inc. Dwg. 80214A. I 5. The field observations pertaining to this topographic survey were performed from 12 May through 20 June of 1992. 6. Survey procedures employed: Field Traverse. r� 7. Bearing and distances denoted are measured, calculated and record measurements. 8. Easements, roads, restrictions and reservations, if any, are not shown except as indicated. 9. All locations shown hereon are those obtainable by physical surface evidence only, unless otherwise noted. 10. All underground data shown hereon have been furnished by the subject utilities. They do not guarantee their records free of errors and or omissions, therefore Duffy, Lawver & Kumpf, Inc., reserves the same limitation. 11. Utilities are as determined from surface observations and municipal maps of l record. 12. Lawn sprinkler heads and lines were not located in lawns and planter areas. 13. The scope of services for this survey did not include the performance of any environmental assessment or evaluation regarding the presence or absence of wetlands or toxic materials in the soil, surface water, groundwater, or air, on or below or around the site or for the evaluation or disposal of contam- inated soils or groundwater should any be encountered. 14. The drawing shown hereon does not necessarily contain all of the information obtained and/or developed by the surveyor in his field work, office work, or; research. 1 15. This survey was prepared for the exclusive use of Albertson's, Inc., and I does not extend to any unnamed party without express recertification by Duffy, Lawver & Kumpf, Inc., naming said party. j i i I _ J ARCEL 1 LEGAL DESCRIPTION - P That portion of the Northwest Quarter of Northwest Quarter of Northeast Quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington', described as follows: Commencing at the northwest corner,of said subdivision; Thence South 0051104" West along the west line of said subdivision, 210.00 feet; Thence South 88045118" East parallel to the north line of said subdivision, 37.50 feet to the east margin of 100th Avenue West and the true point of beginning; Thence South 0051104" West along said east margin, 119.83 feet to the north line of the South Half of Northwest Quarter of Northwest Quarter of Northeast Quarter of said section; Thence South 88044117" East, along said north line, 292,12 feet W the southeast corner of the Northwest Quarter of Northwest Quarter of Northwest Quarter of Northeast Quarter; - Thence North 0040116" East, 179.92 feet; Thence North 88045118" West 160.01 feet; Thence South 0040116" West, 60.00 feet; Thence North 88045118" West, 131.73 feet to the true point of beginning. LEGAL DESCRIPTION - PARCEL 2 • That portion of the Northwest Quarter of Northwest Quarter of Northeast Quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the northwest corner of said subdivision: Thence South 0051104" West along the west line of said subdivision, 210.00 feet; Thence South 88045118" East, parallel to the north line of said subdivision 37.50 feet to the east margin of 100th Avenue West; Thence South 0051104" West, along said east margin, 119.83 feet to the north line of the South Half of Northwest Quarter of Northwest Quarter of Northeast Quarter of said section and the true point of beginning; Thence South 88044117" East, along said north line, 292.12 feet to the east line of the Northwest Quarter of Northwest Quarter of Northwest Quarter of Northeast Quarter of said section; Thence South 0°40'16" West along said east line extended, 50.00 feet; Thence North 88144'17" West 129.78 feet; Thence South 0051'04" West 239.92 feet to the north margin of 230th Street S.W.; Thence North 88041159" West, along said north margin, 109.16 feet to a point of curve; Thence westerly along said curve having a radius of 560 feet, an arc distance of 39.79 feet; Thence North 35040'00" West 18.64 feet to the east margin of 100th Avenue West; Thence North 0051104" East along said east margin, 98.69 feet; Thence North 88041159" West 2.50 feet; Thence North 0051104" East 174.81 feet to the true point of beginning; Together with an easement for ingress, egress and parking as created by that certain reciprocal parking agreement dated October 26, 1979 recorded July 11, 1980, under Auditor's File No. 8007110008 over an upon the following described Parcel 3: LEGAL DESCRIPTION - PARCEL 3 That portion of the Northwest Quarter of Northwest Quarter of Northeast Quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the northwest corner of said subdivision; Thence South 0051104" West along the west line of said subdivision, 210 feet; Thence South 88045'18" East parallel to the north line of said subdivision, 37.50 feet to the east margin of 100th Avenue West; Thence South 0051104" West along said east margin 119.83 feet to the north line of the South Half of Northwest Quarter of Northwest Quarter of Northeast Quarter of said section; Thence South 88044'17" East, along said north line 292.12 feet to the true point of beginning; Tii-e-n-c.-e cont-tui ng Souter _8844'17"_ has al.ona said north line 304.61 feet -to the west line of the east 25 feet of said south half, being the west margin of 98th Avenue West; Thence South 0029127" West, along said margin, 285.11 feet to the north margin of 230th Street S.W., being a point on a curve, the center of which bears North 03°37'30" West, 1388.10 feet; Thence westerly along said margin an arc distance of 119.32 feet to a point of tangency; Thence North 88°41'59" west along said margin, 316.80 feet; Thence North 0051'04" East 239.92 feet; Thence South 88044'17" East 129.78 feet; Thence North 0040116" East 50.00 feet to the true point of beginning; Except the East 178 feet thereof. Situate in the County of Snohomish, State of Washington. EASEMENTS An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Installation, operation and maintenance of sanitary and/or storm sewer line Recorded : August 29, 1967 Auditor's No.: 1982559 Affects : The east 10 feet of the north 11 feet of Parcel 1 An easement affecting the portion of said premises and for the purpose stated herein, and incidental purposes. For : Ingress, egress and parking Recorded : July 11, 1980 Auditor's No.: 8007110008 Affects : Parcels 2 and 3 An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For Underground electric transmission and distribution line Recorded February 20, 1981 Auditor's No.: 8102200181 Affects : Portion of Parcel 1 Right to make necessary slopes for cuts or fills upon said premises as granted by deed. Auditor's No.: 2152989 Granted to The City of Edmonds, a Munciipal Corporation Affects West 3 feet of Parcel 1 Note: The right-of-way margins for 100th Avenue West and 230th Street Southwest as used in said Parcels 1,2, and 3 are established by deeds recorded under Auditor's File No.'s 2157756, 12116518, 2152989, 208111, 2203433 and Decree of Appropriation in Snohomish County Superior Court Cause No. 108032. Both above mentioned roadways are public streets and publicly maintained. GENERAL EXCEPTIONS A. Rights or claims of parties in possession not shown by the public records. B. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. C. Public or private easements, or claims of easements, not shown by the public records. D. Roads, restrictions, reservations, underground tanks and hazardous waste deposits, if any, except as indicated. E. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. F. Water rights, claims or title to water. )wryewle,c aA" 7T0P06RAPHY _ __y�jR t� �fJ%�fl c' co • y , `c� : r; � • 4% %,y �l�`` :I' LN = ,.. _ l EXPIRES 9 (+ g J931 J a ,q��rso�vs ��vC. L/ f.VPA1vs1oN of sroRE ;r 454 23o Sr EET S W & /moth. A VENUE A/ epNONP5,, WASK/A/6 jOA/ 6#166001P Arle ,� , ,� UNE flEco� �S DUFFy, LA kl0ff 4 -k111 R,5 I&C. COiNSL/LTlA/6 fW61kEEk'S & LfIND SURVEYORS A1A?5r,4VeX1UE1 %FATTLE, W,4SHIN6TdW 9,9/04 206- 62Z- 068-4- sr�EET 1 aF1 ' CD 1 MR �.' 0 �" a s h' ��`z. � F^ .. ..,. .. _ Y .. _ p.; 4 � �i r` A. �� - -- _ - _ _ _ _ - - - / - - I 11 , ----- - __ .- ,,..I- I k I . R CODE INFOR ATION SCHEDULE aF EY aTES ISCHE�uLE aF S� SOLSI 11 -, �1� 10 I ,I 15 2& MATERIALS I 11 RE: ALL DRAWINGS CODE - *!Ni ORV. 3,i LDING CODE '991. 101. PROVIDE ASPHALT PATCH BACK AS REOUIRED. z � 11 I - UNIFORM P:",;VI B NG CODE t99.. 1 1 SAW CUT ASPHALT FOR CLEAN STRAIGHT } S �� - UNIFORM MECHANICAL CODE r99'i, LINES. RE: 2.1-! AND 3.1-t, -- Lu may- � CD STATE Q= WASH•NGTfl\ ELECTR.CA� CO��a ;a°: R�3LACE ASPHALT ONCRETE PAVING AREAS, FROM[ WIN Q - S7A I E OF WASHwNGTON E%EP '" COD 9.:=:- SAWCU7 T^v SAWCUT OR NEW CONCRETE EDGE Iy IL E ON SUBBASE AS IDENTIFIED IN EARTHWORK S12 0 = I SECTION.WITH NEW HOT ASPHALT CONCRETE 5EC T ION TO MATCH w C= F - EXISTING. ASPHALT SHALL MEET C= ¢ 1 3: [I MINIMUM COUNTY HIGHWAY STANDARDS. COMPACT BY Z u- ( acc�PaNCY GRQ1;P.....3-2 DE AI F'-• TiTLE ` o i BU!'LDiNG CONSTRUC-ICN TYPE PI -N ROLLING -0 MAXIMUM SURFACE DENSITY 2 1"91ONE STORY. FULLY SPRtNKLERED AND SMOOTHNESS. ERECT BARRICADES TO PROTECT PAV;NG f/2° - 1'-O° �- -SCALE ►"`- " FROM TRAFFIC UNTIE MIXTURE HAS COOLED p -, "Y "`' ENOUGH NOT TG BECOME MARKED. RE: {.O -H I- 2 I ,' .04` s• _;, 211T % - BUILDING AREA: ---REFERENCE SHEET (I.0), REFERENCEcn I 11 -1 I , sfr f�� , - l � ` 102. CONTRACTOR'S TEMPORARY STAGING & SECURITY STORAGE. DETAIL, SECTION, PLAN, NUMBER (-8) I . - � *4 i;i T - - I I •, r Y MAN LOOR .. .............. i 1 1 `°fir+.� �` �; nso� k F 3�'O SF 103. CONTRACTORS PARKING & MATERIAL STORAGE. SBU LD NG SECTION t I .�i �� w.T a OF�iCE McZZA�hIv=...... �C2 S= _ I I ° "` � > .• �3 � ? MECHANICAL MEZZANINE.... 340 Ste- 104. PARCEL LINE. -SECTION NUMBER I I CM r. R": 5 i%Ttt S7>IesIT-g._t-' TOTAL ARrq 36,445 Sc 3,1-i 3.I-1 REVISIONS I i „ ,` (3 105. EXISTING CONC. SIDEWALK, CONC, CURB, CQNC, PLANTER, PAINTED SHEET NUMBER WHERE DRAWN (� , PUGc' ' " ; .F I ARROW OR PAINTED STRIPE TQ REMAIN. RE: +.d-iI, NOTE Na. 2. PARTIAL SECTION I ! I t -Ili' 0 �- 'WV ,m» s, �.vl : <<� wi z •k- �'y" - =�� kRC tTECT: JOt 4 T. QALY -- - - - - - -- r�------- --� � ,�`' �_ -I- ;--- 2QQ N.6T!= s . PARTIAL SECTION NUMBER cmn- { ,\� I Ewen I �v,ew[-- �" ria" BOISE, 1D. 83702 t 1, O6. �EW CON SLAB R 2_G REMAIN. 3.1- O 1 � 1 PAM ti -.x °f"s- s --'s r ,�s s' < li '07. _XtSTINv YLON S•GN 1208) 343- 63s SHEET NUMBER WHERE DRAWN `('ft�i W 11 I , firs , s mares s sw SAX (208) 343-;$5$ irJ ! �' t - ";` t I i08. NEW DIRECTIONAL ARROW, RE I.0 -i2 3.9- "' ;? r �" INP' MECHANICAL AE,... ' m. D•s '- r= „sem,, �, $T , �' , _ � D P.E.i DETAfL CALL OUT NUMBER :ea+s''"� '� tilltD£RWATFR . �C? ,t3`� __� ��::'`� I r" ENG NEER:=AN Vc ��L+ 09. SANDBLAST EXISTING LG -4T POLE STAvJARDS AND CONC.BASIS. 1.�,. A , PAS 1: aDALEY T i " a * i 1 I 2C5 EMERALD PAWT CQNC. $ASES WITr (27 COA S TRAFFIC YELLOW. PAINT SIGH- 3.�-I �- 1 BOISE. ,D a3' POLE STANDARDS WITH AV+ERt t ONE a Ua36 C,NERARia. REMav- ALL SHEET NUMBER WHERE DRAWN r +rfis} �iSrSt T- 1, -V -'= T» �" t2C$) 336-II'.6 DEBRiES & RESEAL JOINTS PRiaR TO PAINTING. t .:,�,- N T »r -a - � is "t= .,Sv, OG.,j"k' FAX (208) 336-ii40 I I fi.'.. - . aacr; r �` 110. NEW HANDICAP IDENTIFICATION SYMBOL AT PAVEMENT AND SIGN POST. ----------------_ '� ,.. Kze `/ nls� _ _.� "'"`: .xr.�,..� -' -- . ELECTRICAL RE: !.o-9 & i3 �� ROOM TITLE -- s -. ENGINEER: PAIL BURK 1. I '`' " - +vst i#FI�t�`�` �"- ' 200 N. 6TH !!I. REMOVE EXISTING ?:PE BOLLARD. NUMBER &t ,r > w T 4Ms w MAIN SALES :,� _ - 4i1 y t L sw �' - - BOISE. (D 83702 �} l ;!2. CONCRETE CURB RAMP. RE: 1.0-6 'yr�,,,1 ,, t208) 343-4635 l01 'I W s .;_ - ` FAX 1208) 343-;858 //"- VAL04sr �¢ s� >` �' s5 t� G. !T G LE :2) COATS TRA -FIC YELLOW. . V 3. 'NO PARKING" S' NAG W N I$" HIGH TTERS. PAINT W T H ..,. �� -, i Rt { -- - h r,M. •`s.d' > ° LANDSCAPE ff� trvczu�w� qi-- "f z. 3 ARCHITECT: L.ANDPLAN P S. i14. NEW Y RAMP. RE: 2J -t DOOR NUMBER, R CONCRETE DELIVERE. 3.8-25 1 i ■ .1, ., a 7603 zI$TH ST S.W.i �> (DOOR (` - a �/ ` w.. :.. °'I , `� r" T .•:: .i,' ,.._ . ° .�� . �DMGN�s. W9329$G26 z �; - WINDOW NUMBER, RE:3.8-27, „ ;.: _ , T1 I; SCHEDULE) 15. NEW PIPE BOLLARD, RE• L0-8. PAINT TRAFFIC YELLO'.v ( COATS) ED Ds - K• I '-.: _F; i, 2067 7 6-4 I FAX (206) 774 045 , 1.6. CLEAN OUT AND RESEAL EXPANSION CWT AT EXISTING BU!LDING EDGE AND CURB EDGE. .T •__� _ �w : > >I >�> •.. 1111 1111 FAX (WINDOW TYPES) `x,n»1111' ` • - • - T - ` ` - Y• ..,r'---= 911 ter. (} ;_ FILL WITH ELAS-OM=RIC SEAL ANT AS S�ECI=IED. (TYPICALI. ZT�M-%=i • .=» pt caI , ? `l �Iwr ,7tpr� :� cy CIVIL 1 = Ird--= _ �, ; ENGINEER: DuPTY, LAWYER & KUMPF, iNC. :17. NEW "DO NOT ENTER' SIGN FOR 'DELIVERY TRUCKS. TO MEET C'TY REQUIREMENTS. i < . • �/ '' r s T"I w 1r SUITE 2Q$ DOLMAN aL`1L7�NG • i - SEATLE, WA. 98104 Iia. NEW CONC. PLANTER/CURS RE: LI-!. PAINT TOP & FACE OF CURB (2) COATS TRAFF!C YELLOW. �' SPOT FINISH GRADE ELEVATION � u I � « {yam - ' ti ,, 1 a,` - �. (2063 622-0585 �} :. - � '�`9 ^-s" Fax (206) 467-191$ 9 REMOVE EXISTING CONCRETE PLANTER, PROVIDE ASPHALT PATCH SACK RE: I,a-t2. NOTE NO. & e- :M I ,I w i�� -�' 3� +1-.11 5.1 5 k� SPECIFICATIONS. VA -CH INTO Ex!STING ADJACENT ASPHALT GRADES. C310 ' KEYNOTE, EOUIPMENT ITEM, PER ;4�°; �a- , *` �,� K =yy _ SCHEDULE SHOWN ON THAT SHEET OWNER: ALB_RTSONS. INC. 20. REMOVE PORTION CF=XISTWG CONCRETE CURB. PROVIDE ASPHALT PATCH SACK RE: '.0-I2, �.�. r. i- Yr - GEiNFRAL OFFICES NOTE NO. I & SPECIFICATIONS. MATCH ;NTO E'kST!NG ADJACENT ASPHALT GRADES. ' ''� 250 E. PARK CENTER BLVD" I I9 - c SILL EXISTING CUR$ CUT. RE: i..-1 �� -. BOISE, ID 83706 121. IN. - - - - `- _ - - - - - - - - - - - iflr. , - •,�,-� (208) 385-6319 11 22. NEW CONCRETE S;CEWALK. RE; 1.! THATH PER SHEET SCHEDULE SHOWN ON z PA ' -~ -IlI ' -, FAX ;208) 385-6442 (�� _. 123. EXISTING TRANSFORMER & PAD TO REMAIN. 4 r ©dR . `g meq'"` - _ - = `'".�_ Fs �', Z:, !24. NEW CONCRETE COMPACTOR PAD RE:2.1-I. 1 A �- COLUMN, BUILDING GRID �� zfi- (� . T _• "'`- ' �O _ - ' �z.o - 00 125. EXISTING FIRE SPRINKLER VAULT TO REMAIN. ''I \/ .1I 1 Y - $' � / "5 �i-, .-'= I< �' "�- w - �+ 26. NEW 4" LANE STR!PING, PANT (2) COATS OF TRAFFIC YELLOW Pip7wrhu...K ` j` >w� = -" ' SCHEDULE aF GEE L aTES I �.�---FINISH ELEVATION '"� �*•••■. ` sT- - • t r `� S .zj; : < °= 3 " .oma 27. REMOVE EXISTING ASPHALT SPEED BUMP. PROVIDE ASPHALT PATCH BACK RE. i:0-;2, NOTE NO. f & O0 -0 ',R _ IN ' ., nrr v- L - H .s7' _ rl_ -wl^. s. T C T i GRADES. ----------------tt'w;``;,o� < SPECIF!CATiONS.MATCH INra EXISTING ADJAC_N, ASPHALT ,,Wr wFccs '' "` r :I ! T. INDICATES HIDDEN CONDITION ABOVE, we __� I �,�„ a o ,,: `; � ";' � tsIN 4 � za. s' B�ILaWG sE .SACK' - - - - BELOW, OR BEYOND } ,a,�c o,r Q - { 29. 20' BUILDING SETBACK. . �; -:,; ~�° t„ It :: aYl �ti S w ""N r;. I. ALL SITE CONSTRUCTION IS EXISTING UNLESS. NOTED iOTHERWISE. _ _ r CENTERLINE WIT IN LIMIT ,�/�' r .+ore I:I _ em's• Z " �I;r{rRELc _" 2. CGNTRACTGR SHALL RESTR;P ENTIRE PARKING LOT AS SHOWN ON 1.0-1. r NESS LINE, L MI LINE, �'ip z', - ,- c .t+ = =: ', f, z+ =- YdORK TO INCLUDE PARKING LO, STRIPING (4 W0=-) .. RECTONAL ARROWS. CURBS EX ENS N INE Q c _;,, ,, yt z�s, r R ssw-' ��gr' ° : AND PIPE BOLLARDS. ALL WORK SHALL S: 'N"I J C.IN ALTERNATE NO. ONE BID 1 T (O L :� 1w - Is _ 44-14 -i B; :l� C, AND SHALL BE PAINTED Wt7.. (27 COA -RA- PA:.- T EXISTING. ,< y - TS =F:C : COLOR TO MATC" �'r 3. CONTRACTOR TO V,StT STE�AND lNSPEI AND VER EX.STING I'VillATERIALS� i CONDITIONS PRIOR 'O BID AND CONSTRUCTION. NO; r -ARCHITECT I IF CONFLICTS ARE FOUND. NEW NEW 4. CONTRACTOR SHALL SECURE STAGING AR -AS � I C PRI VIDE AD:):T!ONAL I i BARRICADES TO INSURE PUBLIC ACCESS -AND SAETY '-PARK NG FOR 0 V IC i 1 T 5i MAP . CONSTRUCTION RELATED VEHICLES SHALL 3 RES R C LD TO AREAS �:.:.;�. ::. BRICK - BRICK WITH CMU ABOVE I' I APHALTDESIGNATED CONTRACTOR PARKING. CONTRACTOR -SING PROTECT NOT TO SCALE i ASPHALT WITHIN STAGING AREA FROM DAMAGE DURING CONSTRUCTIONN . NEW EXISTING ! AND REPAIR AREAS DAMAGED AFTER REMOVAL C� BARR!„ADES. NORTH RE:3.9 FOR ADDITIONAL REOU'REMENTS. 5. BUILDING BID INCLUDES ALL WORK INSIDE BUILDINGISi,E -!MiT LINE, "'•'- STUD PARTITION RE: BiD FORM 00006-1 , I R E I&VAIODEL . ` G. ALL FINISH FLOOR GRACES AND ELEVATIONS ARE- REFRENCED FROM NEW EXISTING DATUM FiNISH FLOOR ELEVATION. EDMONDS., ASHIG T 0 1&N1 I Li 7. CONTRACTOR SHALL INSPECT ENTIRE AS?' -!ALT PARK.N�, AND DRIVE AREAS�=-�-••-:••••.•••�•••=:.� MASONRY WALL WITHIN THE DEFINED SITE CONSTRUCTION AREA AND- `PROV'DE PATCHING CONCRETE CURB, RAMP & OF HOLES AND SEALING OF CRACKS (V4"-) PRIOR TO �OVER�AY. IT IS THE CONTRACTORS RESPONS'�B!LITY NEW EXISTING S1D�VdALK ARE IN BUIL DING TO VERIFY EXTENT 0= SEAL WORK REQUIRED FOR A SUCCESSFUL OVERLAY. CONTRACTOR SHALL ALSO PROVIDE ASPHALT REPAIR IN AREAS INDiCATED CN i.0-; PRIOR TO OVERLAY. - T y • , .....1'..... .' •• CONTRACT, RE: 1.0-1 .......... CONCRETE NEW EXISTING u '� _... EARTH OR COMPACTED FILL 6'-0" x WIDTH (RE: I,0 -I) ,212 % , NEW EXISTING CONCRETE RAMP 6'-0, DRAINAGE FILL -- d 5'-6" 104 ' NEW EXISTING I I[ - 11' 0 2'-6" 1 77-111 ..._::....:- METAL i �O,? cL j f _ - - ------ - - - _ _ _ _ _ _ _ _ _ NEW EXISTING ` I !j2 ! I r , i (/ , �_ I � 1 _... �_ �.. �- .� .r - ,.. I- - - - - - - - - ` - :.,:.::.'-.-:' BATT INSULATION -� - i , I� 1 �`D' 1 % ® = WOOD, CONTINUOUS. BLOCKING RAMP SLOPE _I i nY I i ITIS MAX. I I I I 128 ( Y''//!' FINISHED WOOD i� 1 _ 11i9 1 123 128 104 ' - �� -� I ' NEW EXISTING PAINT TOP & FACE OF CURB PAINT W/ (2) COATS GF _ I I - - - ' -_!___ - - i TWO COATS TRAFFIC YELLOW TRAFFIC LiiJE WHITE PAWT. w - - -_ _ _ -„1.11 ,,.-- ::........ GYPSUM BOARD 44�� . 't� I� 122 .:I`� - 1 � -•-.. i r NEW EXISTING DIRECTIONAL ARROW 1211 °� (. \ .zF' ( PLYWOOD \\---� 'll �:..-1111 NOT TO SCALE N.T.S. h-.,� clo" ' RE: 1.0-I 12RE: I.0 -I I; ' - 3,".-- I NEW EXISTING � 1111. .. 114 1 1 ......... • , ,. BUILDING ADD11TION 1 - --„ „- ... „- . k - - .................. FREEZER/COOLER . ..., V ................ (NOT IN CONTRACT) �, V I11 :......... � :':::......... " i NEW EXISTING �� { - ` ` "'•""'� I ! ,,..,,..,--.__,-_.,. RIGID INSULATION I 11 2; • ' I L I ' NEW EXISTING=ACE OF 1• 1 ., . BUILDING ,,.. .....,,,. ' E. 1111.-1111 ' : 1'111. ( //" ;__ i• PARTICLE FIBER BOARD 6'-O" l 105 I ; : ! EXISTING ALSERTSONS , I I RAMS _. ' m_ _ -_ _ t 4 �� , , ___ i. . . DATUM FINISH FL00R ELEVATION = f00'-0" 122 r I I .... 1 1 I : : . 115 '-•,.- •'•' " ALQ,TUAL FINISH FLOOR ELEVATION = 32,1,00 i ! �P TOOLED CONIC.CURS I - lo1N �T s AT 6" O.c. -� RE: I.G 6'r I�o� 1 RE:I.O-IO FOR CODE INFORMATION & CONTACT PARTIES I e�- \ i i 4' CONCRETE I _ i I a SiDEVrALK ; - �118� I ' s, -E 5 dLv:hG. RE: 3.3-I FOR ROOF PLAN ( I [, } �- TGP Or AV,N' I -O" I I (BY OTHERS) PAVING & o WORK .'IVO. . . .-. I RAMP TO BE F L USH I •I` = i..... 122 ( $ o 1 1 . "!� ti I 119 I- i i ; I ,, v � �' _ I I . :.. I 1 �' SC HEDU�. E 0� �4 RE VIA T iONS � 'i �- o X I O" X .080 ALL'VIMJM \ I 30 ° j I ' RE: ALL DRAWINGS 1.0 & 3.0 SERIES . 1* ' - `-i� _ �, i ST�NDARG HANDICAPPED PARKING . `_ • °,; Q _ I �` S;GN W`/ IDEN-IFICATiON SYMBOL. I I I Z < o ;, I BOAT 00 STE-' TUB- W/ /a" CADMIUM I 0 I •� o I C !fy ' `` n\\V� P ' Tr= r, nI T I \ •, CANOPY ADE DIMENSION a, N _I I -! ! ��// �� 8v� S. NJTS, & WASHERS I i ADDITION n I „ W. „ ,,: A.F.F.&.F.r. ANDVE FINISHED FLOOR IN. INCH Q i o 1:15 MAX. SLOPL � i I L _IL �I W :"„=`ti""': " ALAN'. ALUMINUM LBS. POUNDS z VAN ,:q,,,,,,::<,::,=::„16 i 0. - ACCESSIBLE r NOTES: i IJ (( % i;?{ ::; IQ 11 c'� '% BLDG- BUILDING MAX. MAXIMUM ..DD■■■ 6' H" 0 -S: �'1 `/j `:<..,. `:'• 6 ��o ( ` �, CENTER LINE MFR. MANUFACTURER $=5 CONT. _ i . ,,:.. `::`"`:::i:<:.::•::XXX::::• -; CrM CUBIC FLET PER MINUTE MIN. M!NIML'M R r 1. - v 8"� _ - S GZ G P� RCELA!N iI/ 9 MU CONCR_T= MASONR UNITS MISC. MiSCE�LANEOUS Y, r : R I II T 3 ViN L_T S - - _ _ _ COL. COLUMN x C 1-. OLU M. 0. MASONRY P r I � f: SONR OPENING NG AMP W/ 6x6 4 DQ4v_� 6" ON STL�!4 W. B_AV-� �� NO PAibC - -- ::•,• ! .: G 4" C 0 N C. R i I _ _ we ........ .. s+`•,'"' - . e O E t O N SIGN A T S M J , I - ,7-L....... -.,.. ..�.�.. „ - AT O O.C. -EXT BO i -OM OF SIGN , 0 1 1111 ®. ^OHC CO, i . Tl�...i. ., N�RET= MT'D. MOUNT D � �,.� W1.4 X W1.4 W.W.F./ 11 _ i I No a�arcrNc �'� f% . 0 T. 0 N CONTRACT 0 .` � � '�t CONTINUOUS U S N C N �'rr BE 6' B` ABOVE r,N SHED 118 r•••••••--•••••-•....... 101 a 105 102 't _ CYL.. CYLINDERU NO. NUMBER '/2" x 11" PRE F GRMED J = I V SURFACE. i 113 119 iii I. C DIAMETER NTS NOT TO SCALE 1 EXPANSION JOINT FILLEui Li R 1 �_ 127 112 + 113 = _a. O.C. aN T :., _ TYP. A , BUILDING X20 l08 126 108 104 5--" ,•--1111,-- .`" - = C. EACH SPECIAL COATING PP. OPPOSITE E C CEN R Ln T 1 NI 2. SIGN TO ONFORM TO I t 126 �✓ �V. ELEVATION 0. D. OUTSIDE' D MENSION � 00 i - -.5 EX 0 ANSI A1.7,1,1986 �i - _ - -.D.C. FACE OF CURB/CONCRETE P.S.F POUNDS PER SQUARE FOOT N°O 1 INTERNATIONAL SYMBOL I `� •� -- _ -- - = =.O.M. FACE OF MASONR P.5.1 POUNDS PER SQUARE INCH F -� �.A ® 118 109 118 ..... ..... ..... ..... .V, FINISHED RE: REFER T0. R F R N Orr) �` (''STI R AT ENTRY I G, Ac Ess1�I�lI .. ��fi"� _ _ RASP SEC a�o �� V I i j I f �T-� - �LR. F' OOR REO'D REQUIRED 7I'= = _ p I V �� - - 105 FEET - R.O. ROUGH OPEN NG CE FROM I I' 0 ! T I ED 00 r� I ! 3. LOCATE A , HEAD OF A .� - R RE: LQ -1, LO 6, 2.1 I 1 I -0, - b I _ � -- _ _ - - ARGENT WOOL TREATMENT 1 ! HANDICAP ACCESSIBLE 1111""" "^' _ S. TIONS R S FIRE RET 'T SIM. SIMILAR @ GA. GAUGE SPEC SPECIFICATIONS ("� ,�r+f p� ! PARKING PLACES r=i ; a a` i' - = GALV, GALVANIZED S0. SQUARE �••/ '"`�'ii 2N 1 I _ I a. ^•• r• G.,. GALVANIZED IRON OR STEEL STL. STEEL <L r 1111"" 118 iO8 la$ 108: G.�. GLUE LAMINATED STRUCTURE T & G TONGUE & GROOVE !! .. CT G I.i. OI N 1 I ! I : : I % �� : EMBER T.O.C. TOP OF CURB/CONCRETE -X PIP : ..- ;................. i ,F i' . ►a9 M I I I _ i GYP. BIRD. GYPSUM BOARD T.C. TOP OF DRAIN Z�IQ I 2" rDIA. GALV. STEEL L. M. HOLLOW METAL TYP. TYPICAL r h p_V) 11 �' I I j I I EXTEND IN T G CQNC. 2'-G° 105 110 r = - HT. HEIGHT w/ WITH j o i I I PROVIDE 1��ELDED VdATERTIG'=T =% �R. HOUR W.P. WEATHERPROOF � ~�� .I `� i , - --•- I. ... 11 iSiM. ) _ HVAr' HEATING Qm� 1 `LT CAP. PAINT (WHI ! E) OI. G VENTILATING AND W.W.F.W-WFWELDED W,RE FABRIC '- �q i - 1 \_� -^ AIR CONDITIONING < =Q �A I : : 1 ... 118 . �_:,,. ..... --.. ..... : ADJACENT I HEAVY DUTY BASE. 109 ........... . , : ::,: Li z6" G STANDAR) STEEL CONS . : <� j i � FILLED P.PE PAINTED ROYAL BLUE _ I-,--,,, 10 = `: � ,1 _ BOWLING V 12 ':n �? -�i� EXTEND PIPE INTO CQNC. BASE _ 129 %r 7..%,' I ROUNDED CONC.CA P �' 1 - 1 wow &---- - i I I. ALLEY cr -i- CONN PAINT TWO COA , S TRAFFIC YELLOW = 105 . 109 ; : S - - _ T TF E i' ' ,, Li^.` Q, ASPHAL- PAVING = - ",,,1 NOT A PART i SCHEDULE aF DRA INGS � � ! S , ANDARD S r -EL PIPE FLED I } L , 1 _ I'4 L • RE: THIS PROJECT co 0 � Q0I O W/CQNC. i i .. - 1 - _ _ - II : I - _ I - _ [ {�'� OJ 0 a I 1 * , i, - ,.w�i l " j ' F;PAVING r� r- li ........ .�... - 1111. 1111. -. 1111. 1111-. 1111. 1111. = - i' CEM`NT HASH S'_O. ED I" ABOVE PAV NG 1 I' - . -1 - I I' ) i-1 - { 1 - I' I I .0 PARTrAL SITE PIAN & DETAILS I - i _: I H PA I, ! ( Y OTHERS) O -• i ,-I i -,i I 104 _ : i !02 FINS V NG B 0 E 11 I I 1 I I - : • _ - I,I TRAFFIC GUIDANCE f� I ti -1 i 1--- =i i --' 1 1 G E ' I.2 SITE UTILITIES & STORM DRAINA 1 I- j 1 .1 I- I �� 1 01. I , -I i- o j _ 1 109 I .3 LANDSCAPE PLAN I f i -I - . f I , T r .1111-1111... _ T, �I ( _i I' . { I.. -; ''� ,ACK -OAT PAVING r { 109 �J I 4 UNDERGROUND SPRINKLER PLAN SUBMITTAL DATE(S) G _ 1111... • : - 2'-G" (� CQNC. FOU^)DATION I �! _�i�ki O CONCRETE .5 SITE SURVEY I _• �o _ - . 10 I �_' ? ! r - L., 129 105 ' OWNER/AGENCY �f r !. 4 C�r� T�D �AR r r , tt39 I .° - I I I I - + x..... -._...a r 2.G FOUNDA-I N P' AN 7 I- . 1 c, ,, - �� r - - G / 5/92 I COi.:NC1. _-,� _,� � ' .. E E BASE 1 - 2. SLAB PLAN & DETAILS - - - - f I- #� - . f - 1111 FRAMING P i --- 2.2 R G N Px::...: LA S N -� :.. 1111. ;':. -:': - ..=-' 1111. .. r I '_ '_ .- `� , ... 1111. BEFORE r LOCATION OF UNC_RGROUND UTILITIES:. ::•,::• '`: -: : :....�.:... NOTA, VERIFY SOCA 1�I i %- - a I . ,,,,,,,,,,,,,,,::.,,,,,,, .,,,,,,11,11,,.:.,,. ,:• - - V l :`..- ; .t:=t .:.. 2 3 SECTIONS & DETAILS HANCICA, P�D PARKING SiGN ' - DRILLING FOR CQNC.OUNDA T {ON, ALL PPE BL,I'i/PERS I _ 1111""„°"„ l -I ARE PART OF BUILDING WORK. 0ONFOHM t O UURRENT - : = 2.4 STRUCTURAL DETAILS O N . 0 - i ......•-„ .I.....a J I -� L S ATE, LOCAL CODES AND v �.%- REGULATIONS - I 1111 - _: 105 ' 103 129 105 I 104 = - 1.. `s<::' 3.0 FLOOR PLANS 1-9 I �� : 105 109 ;:.. 1 3.1 DEMOLITION PLANS 107 - : :,:,�..,,,....:� �... . �. DETAILS :• 3.2 EXTERIOR ELEVATIONS & - _ V q �+ - 3.3 ROOF PLAN PIPE BUMPER . •H•�ANDICAP PARKING SIGN ' , _ - - -` -" -7. 3.4 WALL FINISH S CDHEDUILES & DETAILS 8p I ■ J p _ I p11 -•• i I T t/4 = I -0 /41 = I -0 3.5 NTERIOR LEVA I IONS _ _ 4 - : 1 3.6 FLOOR FINISH PLANS & DETAILS 13 RE: I.0 I :1- ,- - I�.. : i _�.....t.....11.1-111.•.1.:............. „ I 3.7 REFLECTED CEILING PLANS & DETAILS ,:.. ',.. _ _ _ :...........................:.....,..,....-:,....,...-.:.:-11.,:.11 .,.....-.........:.-......,. ,.,..:.- DOOR WINDOW,1111. $ t:,,,:,:,,,,:,,,::,::,,,,,:::,,,.,,:,,,,,:,, n 3.9 INC PLANS I', ��.......................................... 1111_.. _-.........j . - 11 ..1 111 1:,'" .•....,:,,,'",.,'..,,"""' .11111" 3 II FIXTURE URE LAN (FOR INFORMATION ONLY) P- I o 3.10 EQUIPMENT PLAN & SCHEDUi E / ,,,,,,,,,,,,,,,,,,,,,,,,,,:.,,.,,,,.,11.11...-111,1,,:,,:,, .,,::,,:,,,,,,,:,_'' iI F I P T I � I I it 104 120 118 120 107 105 II7 4.0 WASTE & VENT PLANS19T I 5'-O" .PAINT TOP & FACE 4.1 DOMESTIC WATER & GAS PLANS x 4.2 FIXTURE SCHEDULE & DETAILS 1 OF CURB TWO COATS SLIP -RESISTANT �- /a" TOOLED JOINT DRAWN -14 PROJECT TRAFFIC YELLOW (!N n T G7 5.0 MECHANICAL PLANS JK 92041 BUILDING CONTRACT) I BROOM F iN:SH : 0 ED�- I 17 V 5.i MECHANICAL DETAILS i i SLOP= 5.2 CONTROLS & SCHEDULES CHECKED OTB DATE I T I I I 'fz" RADIUS 6" �� KH/PM in �' I `7 6.1 REFRIGERATION PLANS SHEET TITLE 11 I 1 r I (- I I 6.0 REFRIGERATION SCHEDULE I i I PAVING (BY 6.2 REFRIGERATION DETAILS 6.3 REFRIGERATION WIRING DIAGRAMS r o • I i 1 OTHERS) - � °� o . o'' i o• r I 1 i �I� PARTIAL _ i 4 / FILL MATERIAL � � I j j SACK FINIS!= �' 1 � L - - ! FACE OF CURB i I PER SOILS REPORT11, 'n = 1 1 (IN BUILDING CONTRACT) 7.0 ELECTRICAL SCHEDULES SITE PLAID � � t I 7,1 LIGHTING PLANS DETAILS 7.2 POWER PLANS DE LS t 6„ I I - ! . PAC •' I5 CONT. TOP s' 7.3 REFRIGERATION & HVAC PLANS } 7.4 ELECTRICAL DETAILS \1 --I/ i I & BOTTOM ° I/z" x 4° PREFORMED REAR WATER DEPARTMENT 7.5 ELECTRICAL DIAGRAMS R=1'-41 I I ( 6.. 1 EXPANSION JOINT cILLERS 7,6 PANEL SCHEDULES SHEET �2" ! ;1HERE SLAB - AB,-, ' I _ � 4" CQNC. SIDEWALK W/6 x 6-/ VERT( AL SURFACES & 7.7 ELECTRICAL DEMOLITION PLANS AT CONTRACT LIMITS CRS �� W1.4 x W1.4 W.W.F. 1. Atter re tiv for POW" hub fe+zds,stallation 11 .'Is approved Olt water system f 1 pr - $ 3 WIDE PAINTED STRIPES, - _ PARTIAL SITE PLAN LEFT RIGHT ( ) tM C IY a R ,` PAINT (2) COATS HANDICAP NOTE: PROVIDE CONTROL & EXPANSION -- . _ , �0 ' I: •- BLUE JOINTS AS INDICATED ON 2.1-1 I 30 . . - . - - - NORTH ( ) APPROVED REIN �uE JUS: 3 � . 100 I � I 1. 1 PRINCIPLE DUCE I -- HANDICAP SYBOL CURB ALC rASSU. / , . FRONT { wED DDS Cfl€�C VALVE Ag# 1T IM NOT TO SCALE 14 i !, O RO -ts . . . � . I .I . I . RE: 1.a -I RE: 1.©-1 - - .ld v `-- I . . - _ _ . . �,., `FII t�e.,�br 7 P ` • - ja . Warr DEQ frt -. .1. 11.11• ..- _ , i . IIIRRIGATION NOTES- IRRIGO"NATION DETAILS' , IRRZG�,TZON NOTES Si IRRIGATiC'�t CC'�t',iF�CTOR} - SITE SPECIFIC IRRIGATION NOTFB FdR PROPOSED �'i•JRR - PVC mia#mam two times the diameter V454C}NS •- - - � of.Pi e to be Inserted into eieev#$ �4 SLEEVE .. 1. No irrigation work is to start without an approved sub -grade - r '_ -• ;,,,''nasi .t Y P t T P • - finished by the general contractor. ` ' - _ •` - �1 Provide de -sign -build -irrigation system for new planters this . .. 2.. It is intended that the contractor shall install- systems that area. -Note use art%al radius type heads to minimize water- • _ - - P YP are complete and functioning properly in every way, and provide waste. Providefor 100 gation s.- .- - _ • , i . - f'-'" .` a one year. guarantee against workmanship and material failure. • j i- '. •.• Main or Lateral _ 3. Contractor shalt be responsible for damage to plant material due • �.�--ter y� _- - -. � - _-- •\ � .: to irrigation system failure during installation of plants.. - � plant - -- � ---8 t II b - U p Is # II � : Replace and install any point-of-cannectian .apparatus that Wire •-----� -r. 4. Contractor shall check and verify all site conditions, has been damaged or that is not functional.. ,,++�� _ _../."` Y F II � # a :. �V i r e 81 e!: v e �m i a i ffi II la of - � . utilities, and services prior to trenching Location services 8 two #ache q OF .` diameter.) (1-800-424-5555), CALS.! ;#IAIt TON l • 'iib=' • • `•ca�• 5. Contractor shall be responsible for coordinating their work with Provide: any additional wiring or clock up -grade replacement � G ECT _ ; • . all other trades as needed. required .with- proposed .work. General Contractor to provide . - « • _ any building- interior conduit (s) and 110 volt hook -ug. ' 1 8 "_'2 4++{ s 5. Contractor shall be responsible for all irrigation sleeves under t ,� p minimum depth 24"' A�Af k'Bt3i'�S ��• �.�p building, ' p . t YP paving, sleeve'pipe ipe to be- Schedule 44, PVC, - below finish surface, tape pipe ends and stake location of 'pipe <A • * • ends, coordinate with general contractor prior to installation.. 11 Irrigation contractor to coordinate sleeving operations with CERTIFICATE a0• 3� • �"�-�• �C��-- �f ,< s � ^-'r",~;r�"�.�4 r�C?c _ - general contractor. Irrigation contractor: to be responsible Wire Breve Wires a#a or Lateral <. !,� .. � � �= t '; j , � 7. Contractor shall be responsible for coordination of irrigation - fOr trenching, sleeving, pipe installati€�n, -and backfill - r / • Fki chases under paving on structure t_nn�a_ _ waill__ s_� labs, curbs, � (including compaction) . General contractor" to be - Main o t �� •••� - _etc: as -nee a or rrigation work: • e I e e v �w. �.-+ � t�.: 0+ � .p� • responsible for accurate planter locations," .asphalt, cutting _ SGF#. SC'>iIPPL�- ...,: Lateral a a #' m , E-, {� { �. Provide complete backflow prevention to meet local requirements, andrE?mOVc31 and asphalt patching (crushed .roelt and asphalt). OR, p " E�i � ' _ "P � check with water district, and Install per cit r ©�, �111'tN.'Y PIP� � � �-•-�u`rb '� .a a ` � t� F y requirements and. -. ' � -240, � 8 C It �� plan set details. Notify landscape a;chitect/designer of any • , t r p . t y p . a+ : a. �, •, !�- � tallation• � ; Li Replace and provide any necessary irrigation .apparatus . •. �fi#!e � � ;t _ { . g,. Adjust pressure regulator to achieve best performance, (control valve, drain valves, ,etc. ) a=s may be required: tt } t lt��t approximately 70 p.s. i. - ' •' Curb � �� • 4 � ��. �;.�� lfl. Provide and mount irrigation controller as noted on plans. - 44``� -- Irrigation contractor to provide landscape architect with • f �`� 11, Provide and pull wires €ram outside valves through conduit _ — I ,...'; proposed irrigation plan. prior to commencing work: Match «�-. •provided by electrical contractor to controller location. • � ��' ��►V Line 'of curb Curb. �G !�� ,.�� - '- � existing material used where possible. Note field verify d ! _wall 12. Connect law. voltage control wires to controller'.. � existing irrigation equipment. - .- PIaatia9 ,,. Lter:-• 13. All work per local code, install all materials ger . „ Paving s• A,� $�: manufacturer's Specifications . {, .� �'VL J'`Ilt�. i 7 Care to be taken not to damage any existing plant material • - - • +t" 14. All outdodr valves to be place in ""Ametek" boxes with snap. lids. • `' • -' ,.. •..r= Tj► � Any damaged plant, material is to be replaced with similar Q ��.' �I('I''�,.E► Set box -higher than €inis2igrade so top box is flush with - ' • •• , � • • r ` -',. � ', r ,i � sod 4r mulch. --------"' __-- species and size, at no,cyst to owner. 1b,'4 •, «r • �` �� Irrigation - f I a � - � -' +,� <� � __... -15: -- MainT`ine pipe to be buried 18", laterals 12"' below finish grade: � 1 G«� ;� � 8 modifyexisting irrigation system to � provide 10C1�� coverage 1 _ ,__,. .: ..•••'� C B No racks or debris to be hackffilled over pipe. _ � g Y . P g a '.ird►IN...tti� •. ,. © for new lantin s. �3 - t el p e closed >w.t�.�i"t..3 ��i�....-.► :. � P � 4 .0 A . .. - �-•- � 16. Place all lawn o - . :`��; �•,,• _ � # Q' o P F"uP sprinklers 2" from all curhs and - _ ,�' a:. d• �'�� v e r b -c a I stub -out v sidewalks. Install sprinklers s triple swing joints. Install a : / marker pipe}{ heads adjavent to building no closer than -8 to any wall, watch ® Within both new and existin arkin lot islands, provide G.01�t 1 RG1► %.{tR..*� ftp. drain lines: # " g parking or 1. Irr#�at#on. wile TRENCH E N C iI . `� • : 1~ / 17: Plan is diagrammatic A • '�. 4 R � o r Z . Id e t e 1 i C t � p e � - 12 pop-up assemblies in lieu of fixed riser assemblies . q djust line locations as necessary.', ..�, �, � Heads to be place according -to plan. All irrigation equipment ` " ` _ is to be glace within planting. areas: I��= Q• _ � ,,,,. UP -..Adjacent to any new proposed sidewalks provide 22" pop-up.:. 18. Contractor is to 'install "in Zine drains" as required to stop assemblies ki 8 t I #C tape f Imo'[' ,.. ..... low head head run-off and erosion. Provide a ane cubic filter t � � : ' •' p •� . I!riQatio8 wire �� i f "+�-•''� Y�� ..• . � �•• � r� � I �... fabric covered gravel- sump at each drain. Minimum 2 drains per PVC � !�:.7 - valved zone. 1I Comply- with Existing Irrigation. Notes; numbers 11 31 41 5, .i' SLEEVE, - - 19. Provide owner with "as built" drawings and operator' s manual Main line or upon d completion. Instruct owner as to proper mP p per winterization.of � irrigation system (blow out). U Lateral Zine pvc ell : W 20. Entire system must be operated electrically and .run thru one O � • continuous operational cycle in the presence of the Q ... Entire system mut or owner and provide complete and = • ', acceptable coverage, .acceptance in writing will -start warranty - (,� ''fi�tt � ]' yy period that will include one activation and one deactivation of �„ L,E V DETAIL(TY`PICALj system. LIAU d .. not to scale - � Z. Z < EBIBTZNG IRRIGATION NOTES a • t- . � VERIFY -MINIMUM 90 PSI STATIC PRESSURE AT POINT OF CONNECTION. NOTIFY.. 0 W `n • LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF -WORK.- ` • - 1 V1 OWL 1 GENERAL NOTES: G �- . MAV SUPPLY. LATERALMAIN �pp{y LATERAL �p i/tk.T WIRING 1 1. Unlabeled pipe segments supplying one or two sprinkler heads are 3/4" t�C - AND WIRING diameter. 2. Install all heads on 1211 risers at middle of planter at least 30" from curb. � ,3. Provide minimum 18" coverage for mains and minimum 12" coverage for.. "'� LXTERItL _ � laterals and others. F: � -� " TUBING ❑ OR WIRIN MXcontroller- . - MAINLW- ... � -. J V " _ ''•'••'--''"•'• 4. Provide a spare control wire (orange}.continuous from controller' . � .. • .�.�.�.�.�.�.�.� �.-'�'-'-•�'�'�'--� through all intermediate- valve boxes to furthest valve. ............. r 5 t a 3 4" manual drain as a detail 5 t ow .,, � •_ ❑ �•.► .......... ��R'�®' , Install / per ail a 1 point -of all ' "' �; _ •`- - • •• �� 5 pressure mains and laterals; provide minimum 67 cu. ft. sump of 3/4" �- ' :• • � - ti . �' �t-� to 1-1/2" washed unfractured rock. . .. 1 6. Sleeve all" pipe shown crossing pavement �• -• .• .. - � - , _�, _ •. jj � � 7 . Install control wires in rigid PVC conduit when not located with main. « • . `' ' ALL MC t111LT WIRING IN r .' ,. _- ...... __. _ ��,�,"� " 1 � �w�w we Y + rll t ❑ .. Y .�•..�� NIX>tt r�IPr+tr I.OrES TO DE M ` Y tY ,� « Y Y - �� -' •. " •' RlsALL€D N ACS R7'rit .. �• ., = t - , •' - " MItrl1A%CrA0ft XTION .' \• . « r It •, � � � -__ . -_"rte' ' .. SPE>�IdtT10p05• ., ALL PLX3TIC Pi+W 10 BE SIE X LOOSE ?O• LOOP IN ALL ti1RINt3 •_, \. , #riAKED N TRENCHES Its AT CFIXN8f.3 OF DIRECTION 1#tEXTER 1 % " - •Ln ' Y SNOIMN TMXN Dtl ttNT1E ALL tI0t7Ps AFTER SCHEDULE Z I ALL CONNECTIONS "AVE SEN MADE. j ti W o TAPE AND BUNDLE TUBING OR WIRING •• ." \, AT 10 FT. INTERVALS « \> Z < . �UI . . . . . . . . . . .1 < i Q • ......... SYMBOL ITEM BRAND/MODEL REMARKS TYPICAL TRENCHING DETAIL _ ::::: • : • ,,,,, ,,,, ;,,, ,,,,, ,,,,, ,,,, ,,,,,,,,,, • uaa:, uu, ,u,w ,,,. �. coo D3158 0 - 1�, � � �;f--:•-.•.•. � POC Point of Connection Connect to W ».:;,:;::,:..A.�;,�•. ..:,,: •+ discharge side • _ � •�: x'' '� of ,new' 1" tee ` ��•~ ~� domestic meter. �"'� - - �' NO PARKNC 'S?=:�'• :iix;>i't:;? �..Z.....««..»... «. «. .'�iri�'�„..�.�».Y.:•:. - - - � / � W � ❑ NO PAPofPlG ••'r•' i..i�i �CopYripht 1974/Rtin Bird Sprinkler Mfg. Corp. % �:; i _ ;•: Shut off Valve 1-1j2” Mueller, - : •• • •' .• - Mark II Orisea � -_, i , - H 102 Lo co _ -----. �• •; �Y`- Strainer +� sty" ❑, - „ --_ - 1-1/2 Rainbird 77A-200 Y type o 0 �� ,� ,, 1 _�� '-';.� strainer � �,.� - a::LL.• ...moi ,-5--- '` � 't // � >tl • -'-� -t_ i — �-- — ......... _..C..........:•..... ..._. ._....................... - fit .......__ ..., :Backflow Preventor 1" Febco '805® o� �# Ni#li######'##{!#!#Nil!# ##! ###! i#i 0411181112 11.11111111111111 a## IN r#i aim , - Double Check Valve 0 ; = ti ,,.,, it - Drain Valve Rainbird MA V-1 a -a .•�• � ..•ti • ®..i••'' � Itl Quick Coupler Rainbzrd 33-LVC Provide 33 DK (,� - I ................. 3 [b •}'1 t - with de 3 swivel hose � _ r � 't'• ,'.',;�,•: .. ..-., ,j:•• �� - NtiiNt##iii V ` f �Z :.................................. .`- Main Class 200 PVC - z L�-A-IL'E�•a v}}�E NOr1�J� - .�•' _;•• �.x Z NSF; min 2" � � � o _ ............. 1 _ :, _ U o 1 . - -= diameter � .�.- a �, ", cttd or, titYt:Je, - ►" I %i� _ Tom typical . W 1 ' -APO APO INPSAN'IN©r:CN�i-h, �-....... .•''' 11 ��; t - Lateral - Class 200 PVC co 0 .......... HSF; min 3/4" 0. iDAMaCED V CONSTRUCTION QUICN "W 4f ( Ia, diameter. , • . � - I :y' l�Z * � ••� - - Automatic _Cont Ir . r „ "•�� .... .---• - � •• �• :�• :: �•• �•• „` - Control Val 1 , Weathermatic Install PRV @ T 5 NiPPLI _ _ re - - as Valve with Pressure Electro Vat. 8.024 B -each valve � - ReducingValve FAK PRV 1" Wilkins: .�...-.....-.. 1 �per detail. , - � _ �i�. <• �, �•- � t PRV #600. Adjust each, SUBMITTAL DATE(S) ..:............ - zone for OWNER/AGENCY A 4-1411 • - ____ NIf'A� - {ii . - .••'' C �_ �,. optimum • � �- coverage � 7/15/92 ' .. �,. _ ' •'�'_. � 4Y:f�+• � � .fls, without . lei. 00 I:1 � _ -v � u • 'i; _ \. �n5__ /jam i i ..,:. _• -• .- -7 g 9 . ,l............ '❑a approximately a.e 1 yTO REMAIN .,. of. J• -� c .-- N1�tN �St1fIi.Y. Wt• «r F +� - r - - �� °��`•" i � = ,. ■ Shrub Head Toro 570 s-12 -F Full . - ....,r ............. , , _ F circle • - _ : 1 � �:, � 3600" lbw �- - _ ' {....�... * DAMAGED �t eor�sTRttenot� gallonage 12 t radius @ 3tf QUICK, COUPLER./ - ,.� - 1 ,,,,,,,,,,,, ,,,, Tf�� 1 Jai T' _ :r 1 - � • �• , .�.•;` 0 Controller Weathermatic EM -7 Wall mount c nnww�� lliil� n' _- ,► �r —:,- as .. - EL��/1g►T�v�,v 8calo: M.T.B. � _ � ~� �- ••• p • � _ per m - :: :F. .... J .............: .. _ _ _.,...•:,Jn-J.,.JJJ.t:;t...-.,.::J.`s �•• • •• r fE#tt#tilfi#1�#i�#�f• # � l�fll#�i##i 'N,iN'i7#/ii##i tuner's recom- T�1� '- '•:I:LS::\LLi:LLL:SLLtt: S::t::t:tit:SL:i\•At:tt:tt:tl:L:t,t::il:il:t ttStlllt,LSttttl4L:,L:tl:n:Ll:L1t,tNlLYttitlLlt:LSS5t54LLStLLLttitltl\Y d - - - _ _ mendations . it a ify exact 1 _ ......................,............................ ............. ,..............-..........:__........................xJ - � lar • •• � cation with ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,`'� i -. Architect. LJ � is, approved tm ' n tttt >ara�r sYStern RECEIVED t -- !RRIGATION "PLAN'PROVED APBY PLANNING �-• - NONE J U L 2 4 ISS2 •- w ►�11 _ SCALE. 1 = 20'-011 - CITY OF E i� PERMIT COUNTER , • j WATER I}EP - , - - - • {xa APPROVED DOUBLE CiiEC!( VALVE , _ _ LEFT - . RIGHT - motetreview tro#entiil ktaNetian `- � is, approved tm ' n tttt >ara�r sYStern t 3 c,l. �y: ta*►� c�,rrrlt- �•\ ,• �, � t '!U-� - REAR protection IS . �-• NONE ( } AIR - GAP API'f?:"dD REQ PRESSURE;; ( } . - VATIO�- Pii'"tCIPLE DEViCf - - • {xa APPROVED DOUBLE CiiEC!( VALVE , _ _ LEFT - . RIGHT - - ASSEMBLY `- OTHER CF.8► : AE571 1?CG2D- om 'D.0 v:A A. � •t STATE O WtSHON NRCH r NORTH_ F wAeD I)G Fr _ TE Water Dept men# Date - - FRON? �LbE,4TSa.J S RECEIVED JUL 2 4 3992 PERMIT GGjjIjTER t 1 . i C ikv • � . ':'�' `�1 `551 .+ .,.e ., i y%e .- �zr�,�"�r� a. ,_ .. ...,p .uvn.z �LbE,4TSa.J S RECEIVED JUL 2 4 3992 PERMIT GGjjIjTER t 1 . i C �LbE,4TSa.J S RECEIVED JUL 2 4 3992 PERMIT GGjjIjTER 37.50' S88045'18"E J Z F JTURE NATURAL CA _ AS GENERATOR U)Z EL. 320.1' ON CONCRETE PAD ,.��, .. -- - -- ;T NEW ONCRETE PATH ry Y W FR M NEW EXIT TO 1 20'-8 7/8" , EXIST. ONCRETE PATH � 5 12ri NEW CONCRETE EXIST. WATER METER 6'-6' ACCESSIBLE 1 EXIST. IRE SPRINKLER CL ' /' ; / • ` :: '`` 1 :ti B CKFLOW VALVE EXIST. DOCK IN VAULT o ..... ............... ............... ..... IST. EXIT RAMP CD 0 •� ECESSEDINTO r BUILDING ZLM EXIST.STREET LIGHT V x �-' EXIST. EX ST. LIGHT POLE, CONC. CHEDULED EX -3 PAVING 1 r7 NEW CONCRETE PATH TO SIDEWALK 9 NEW TRASH J 1.4 NCLOSURE Zo ° - 71_QII E2.8 YEE2.135 A0.4 A0.4 J © w 00 NEW LIGHT FIXTURE, SCHEDULED EX -6 EMOLISH EXIST. DRIVEWAY, 43'- 13116" REPLACE STREET / CURB AND SIDEWALK E2.15 / HEIGHT CALCULATION SMALLEST RECTANGLE TO EN LOSE BUILDING G7 EL 317.5' a COW wQ IIS - A0.4 / RELOCATE EXIST. CURB AT DRIVEWAY 9 FEET TOSOUTH (DELETE ONE ARKING STALL) co Uj Uj Q CD NEW LIGHT POLE, 11 SINGLE HEAD, A6.5 PROVIDE POWER, SCHEDULED EX -3A E IST. ILLUMINATED POLE SIGN, NEW GROCERY TENANT SIGN FACE 131.73' N88045'181 I co _0VA I PROPERTY LINE CONTINUES 60.00 FEET TO THE NORTH 1 ...n J Z � CA � 0- U)Z U 1 0 , v46* ,.��, .. -- - -- W H ry Y W O � �;: � O 12ri NEW CONCRETE ACCESSIBLE 1 CURB RAMP, 1 :ti CENTER BETWEEN ..... ............... ............... ..... •� ZLM V NEW-IL-LUM11NATE I I MONUMENT SIG 5 j I Icy^ A0.1 PROVIDE POW"THRE NEW i PO � LES, D WITH I — EXIST. LIGHT POLE, - — SINGLE HEAD, -DECORATIVE REPLACE LAMP '`1 ' -1`` METAL PANELS I SCHEDULED EX -3 -'` E ISfLIGHT POLE I ~��. - v QUAD HEAD, ` SCHEDULED EX -4 NEW PLANTED ISLAND WITH I "'NEW 44° -WIDE PAINTED INTERRUPTED CURB -SURROUND, I S RII`'ING AT NEW SETBACK LINE �DECIETE IiIGHTOI RKING STALLS) 1 - ' NII ; 1 ,-- ACCESSIBLE ROUTE' 1SI ff1 RAIN GARDEN DETAIL ._._PROPERTY LINE rl2 I � TYP -AL I CD CD !` NEW CART RETURNS, Y GINNER EXIST. STREET LIGHT I 1 (DELETE TWO PARKIN STALLS), `CPI EXIST. LIGHT POLE, Cb NEI CART RETURNS, BY OWNER `-'�2UAD HEAD, �� , I _ ,1-(DELETE.TWO PARKING STALLS) l V`L 1'9CHEDULED EX-4CPI I" - �'-0" -0"'-0 20'25 25-0 O lL O cc 3 NEW PLANTED ISLAND WITH L— — � NEW CART RETURN, BY OWNER o REVERSE ORIENTATION INTER RUPTED CURB SURROUND, OF CURB ISLANDS AND LL TE ONE PARKING STALL), 1 (DELETE ONE PARKING STALL) N STALL STRIPING ;AIN GARDEN DETAIL 9 -0 11 1 1M I AT THIS ROW ONLY 7 0 2 ' SET ACK LINE N EL. 346.0' '-97,!8" ILLI co 0 w o z o J z Y m w � LLJ ti 0 0 0 z In 11 1 :: 1 ' R=560.00' . 1: IDRIVEWAY .%: L/�IV 1. V I I\LL 1 LIVI 11 MONUMENT SIGN, PROVIDE POWER NEW 20" TALL MASONRY o PLANTER BOX, SEE FLOOR PLAN rvo- SIGN: V WITH +Rf ACCESSIBLE V, 118" =1'-0" ALL EXIST. PLANTER o \_ NEW LIGHT POLE, SINGLE HEAD, AND CURB rn PROVIDE POWER, SCHEDULED EX -3A � I / ti SHADED AREA DENOTES PROPOSED YARD PER "AGREEMENT CREATING YARD FOR FIRE EXPOSURE," DATED APRIL 27, 2007, BETWEEN PUGET CONSUMERS' CO-OP AND THE CITY OF EDMONDS , EXIST. LIGHT POLE, EXIST. LIGHT POLE, QUAD HEAD, 4 QUAD HEAD, SCHEDULED EX -4 SCHEDULED EX -4 EXIST. LIGHT POLE,o EXIST. LIGHT POLE, QUAD HEAD, QUAD HEAD, SCHEDULED EXE ` SCHEDULED EX -4 \ iP\ EXIST. PARKING STALL STRIPING, o EXIST. PLANTED ISLANDS REPAINT IN PLACE, TYPICAL AND CURBS TO REMAIN, TYPICAL / `b / Jv i /o\\\\ 1 C:/ SIGN: ACCESSIBLE STALL8:0 THACCESSIBLE SYMBOL, - +60 TO BOTTOM OF SIGN,,,s ACCESSIBLE STALLS 118" =1'-0" \8=0n SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN 1 ACCESSIBLE STALL 1/8" = 1'-0" - -..- - _11 -1'-- 20'-0" SIGN: ACCESSIBLE STALL WITH ACCESSIBLE SYMBOL, +60" TO BOTTOM OF SIGN ACCESSIBLE STALL 5 1 /8" =1'-011 AS NOTED .Er GlNEE ING 4 ?gNRrg'1- IMPOV 15MOT 4NI-y -X gw6w, Mw9awo T5' ui 4,OWAle, INI.ITS : 13 &D'w71I s I - 5+10 -LL ' ,av 2Qo0 a 11(� -- fi mel mA Ca a 136�'Zdt�BD I I q - �1C� tOMW 9;N6,191002.- JZAVJ, AwArr VELOCIPEDE mrhfte= 0 5265 Univenity Way NE Seattle WA 98105 7459 REGISTERED ARCHITECT asrnow STATE OF WASHINGTON App ED BY 'PL N ING Y Z 0 r� PARKING SPACES REOV: Z- '+ PARKIN SP PF9, PRAPQSER;, '7 5 (p y �t (� 2D' -On t3�£'\ I I "8 i'�'1LJ u��#RI' MID SPACFS: na -L.Comer.& Flag S ack R.e uir d Actual �� 12001 Front S 2-40 Z 8 �UlLriiP�lGi JEf'r4Fi'iAAi=f�T Sides d 0 c;� ��r OF: �� X!,C)€ DS Rear Cl r 6 0 Is- '012-5— Other 2.3Other 20 ZD �2 0 28 MAR 2008 1 I.................................... ,................................... ;......................... ...................... ....................... J.............................................. J.........................................................................................._..............................................�........................ 4 29 JAN 2008 321-611 30 16 JAN 2008 0 28 DEC 2007 119 Al 06 DEC 2007 CV r DTE: 17 AUG 2007 PHASE: SHELL PERMIT PROJECT: 0738 ` , ,` , ,.................._..\...................,\...................`` ..................._......................\.................................................---............,\...................,\.................................. \....................,...�................-----\--------------...._...k................................ DRAWN: MPT, GHO Q EXIST. SCALE: 111 = 201-0" DRIVEWAY "DS SITE PLAN NOTES: N 4" YELLOW STRIPE ON PAVEMENT, BOTH SIDESE D M 0 10\4 WAY 1. PROPERTY LINES FROM A.L.T.A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 09105 PLAN 12" WHITE LETTERS, 1" STROKE, ON PAVEMENT, "FIRE LANE - NO PARKING," 50' SPACING, ALTERNATING SIDES Z. LOCATION OF EXISTING BUILDINGS IS APPROXIMATE RELATIVE TO PROPERTY LINES w E 3. EXISTING PARKING LAYOUT FROM SITE PLAN BY JOHN T. DALY, ARCHITECT DATED 2/3/93 4. ALL ITEMS SHOWN ARE EXISTING TO REMAIN, UNLESS NOTED AS "DEMO" OR "NEW" S J Z � W � 0- U)Z U 2 W H ry Y W O � �;: � O � Z App ED BY 'PL N ING Y Z 0 r� PARKING SPACES REOV: Z- '+ PARKIN SP PF9, PRAPQSER;, '7 5 (p y �t (� 2D' -On t3�£'\ I I "8 i'�'1LJ u��#RI' MID SPACFS: na -L.Comer.& Flag S ack R.e uir d Actual �� 12001 Front S 2-40 Z 8 �UlLriiP�lGi JEf'r4Fi'iAAi=f�T Sides d 0 c;� ��r OF: �� X!,C)€ DS Rear Cl r 6 0 Is- '012-5— Other 2.3Other 20 ZD �2 0 28 MAR 2008 1 I.................................... ,................................... ;......................... ...................... ....................... J.............................................. J.........................................................................................._..............................................�........................ 4 29 JAN 2008 321-611 30 16 JAN 2008 0 28 DEC 2007 119 Al 06 DEC 2007 CV r DTE: 17 AUG 2007 PHASE: SHELL PERMIT PROJECT: 0738 ` , ,` , ,.................._..\...................,\...................`` ..................._......................\.................................................---............,\...................,\.................................. \....................,...�................-----\--------------...._...k................................ DRAWN: MPT, GHO Q EXIST. SCALE: 111 = 201-0" DRIVEWAY "DS SITE PLAN NOTES: N 4" YELLOW STRIPE ON PAVEMENT, BOTH SIDESE D M 0 10\4 WAY 1. PROPERTY LINES FROM A.L.T.A. SURVEY BY VAN CLEAVE AND ASSOCIATES DATED 09105 PLAN 12" WHITE LETTERS, 1" STROKE, ON PAVEMENT, "FIRE LANE - NO PARKING," 50' SPACING, ALTERNATING SIDES Z. LOCATION OF EXISTING BUILDINGS IS APPROXIMATE RELATIVE TO PROPERTY LINES w E 3. EXISTING PARKING LAYOUT FROM SITE PLAN BY JOHN T. DALY, ARCHITECT DATED 2/3/93 4. ALL ITEMS SHOWN ARE EXISTING TO REMAIN, UNLESS NOTED AS "DEMO" OR "NEW" S 11 \rl Q5 mm r .> ".: '. ,..,�•.. ,., .. .' ;. .,..; ,,.5".--:r'•/. '.r.\...• -v,;,1 `,•P•I,\:"- _ _ + ,i • . .. .. - v'+I c rr vrtn IVMYIC ICU ' fOR M r_. .. SUBSTAT N LOGS PC>SiED, :._ �• .,. t r.' ;.. � �` J r —.404 - C UI NO i-� .4-U4- IRC T TRANSF CARDS U -MAPS POLE DEPT' CIRCUITS TS Vr. DATE PRINTED . 1f • ., I . i 2_4Qtom', > v / GGQtiJC . };,1 1� 1. PRIC i j I � Fel G7tJ. -Or Wit._ : • r tvt CS�1 i i t t aC TZ 4 co i ENVI M A RON ENT L ANALYSIS ❑EXEMPT I' ONOT.EXEMPT PARA..' ITEM Wl,t U,G, CPNP,�o,�A�;�4 KV ` ADD- CKT, FT:' _.�.L�.. PH. ' REMV. CKT. FT. , NET CKT. FT, O, H: U: G. COND.= K V : , ADD CKT, FT: PH REMV . CKL'FT PH, NET CKT. FT. PERMITS DATE TYPE GRANTED ❑ TREE TRIMMING ❑ STATE ❑ COUNTY 'tt ® CITY EASEMENTS 9.REQUIRED ❑NOT REQUIRED DATE RELEASED FOREIGN CONTACTS ❑GTNW JPN NO ❑CATV JPN NO O FEES REQUIRED MYES ONO TYPE L�, C 5 VAC , DATE I� �z �`I AMT WAR RECEIVED POLE STENCILING _ FROM TO TAKE OFF POLE ❑TREE TRIMMING ❑WATER ❑DIAL DIG ❑SEWER ❑PUD LOCATOR ❑GAS ❑BACKHOE ❑ LOCATION MAP PAGE N EW 8 x-8 TAPPINLi TEE BLOCK. A-1 NEW I" METER DOLIBLE (-4tiINEGTIC)N TO POU15LE �Ht(-K. VALVE ,A 55 EM►3l.°((SEE DETAIL) � N VJALt. 1? U�r TWO PIECE REMOVABLE Sia INCH STEEL FLOOR fp 177 '1 LATE LID \VITH HANPLE5 THAT FIT f-L_USI-� L�y�� ` D" � WHEW N [a? IN u 5 E, AND AN I P S P ELT I a N j� PLATE, IZx 141NC.H To PERMIT METER READIIQ y, (DOM E5T I L) VIEW �/ATEK P15 -T, VALvE A5 EM3��(i 1 WILL IN5TALL� CSEE DETAiL� "`��. ase# _�.. CoASx I(o INCH SOLID b0ME5-r WA-TEi STRuLTi©N L 1 N E t..f P 'o A : L,-1 INGLUPI W4y METER. 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APW S D I FRAM E COVER —� 0, FIBRE joINT j BALK I N 64 � i I %8 B E N D �> L, LEANouT o ETA I L _P r\,/--" I Lti V'I 15V NO SCALE _ fe U.L. A P P ROV E p 05_ ' `( VA LV E5 P RoV r pE 3/4' ,- 53 PASS METO -- GLASS SZ A ' �" ©UCTI LE •E � � % I ROW PIPE TO DOUBLE � r I$'` �— GLA55 57 00 ALL ARpl1N© PALL ORIP--/ M I N. 8 DUC.TI LE I Rot -4 • PIPE , A-� _. 00 ada oEc ,�o�scra d ty o t?a o � 6 Q � IZ'I MiKk DOUBLE CHECK VALVE ASSEMBLY APPROV ED E3 5'TATE o f WA S H I N 6t -T b N DEPARTMENT OF 506AL HEALTH SERV ILC5 DOU f5LE C..,HEC,K VALVE A55FM5LY 2.21/Zl PUTS l- 4'/Z' Poi �" 'NA'TIONAL 5--rAM PAR V -t►+ READ5 p C-oMPL.Y W I-rI4 -AwWA 6-50Z. ILO to � �v Q � a — GA 5T IRON VALVE E30X r = HL15 i FLANGE e.A5'TIN TAR PAPER 2-1/411515EL 5HAGKLE RoD5 CONC. BLOCK f to HY KANT CONNECTION o NEIN BEARINU ON Ilaf GA5T I RoN - TEE 'iTEE" p o 6a�b4 AUXILIARY WITH Lutgi 8Y.SxGo li'(DE' ye b o Q• v &a ATE VALV E 12"X12"X4"colJ�. Vz YARD 60AR5E GRAVEL BLOCK. 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APW S D I FRAM E COVER —� 0, FIBRE joINT j BALK I N 64 � i I %8 B E N D �> L, LEANouT o ETA I L _P r\,/--" I Lti V'I 15V NO SCALE _ fe U.L. A P P ROV E p 05_ ' `( VA LV E5 P RoV r pE 3/4' ,- 53 PASS METO -- GLASS SZ A ' �" ©UCTI LE •E � � % I ROW PIPE TO DOUBLE � r I$'` �— GLA55 57 00 ALL ARpl1N© PALL ORIP--/ M I N. 8 DUC.TI LE I Rot -4 • PIPE , A-� _. 00 ada oEc ,�o�scra d ty o t?a o � 6 Q � IZ'I MiKk DOUBLE CHECK VALVE ASSEMBLY APPROV ED E3 5'TATE o f WA S H I N 6t -T b N DEPARTMENT OF 506AL HEALTH SERV ILC5 DOU f5LE C..,HEC,K VALVE A55FM5LY 2.21/Zl PUTS l- 4'/Z' Poi �" 'NA'TIONAL 5--rAM PAR V -t►+ READ5 p C-oMPL.Y W I-rI4 -AwWA 6-50Z. ILO to � �v Q � a — GA 5T IRON VALVE E30X r = HL15 i FLANGE e.A5'TIN TAR PAPER 2-1/411515EL 5HAGKLE RoD5 CONC. BLOCK f to HY KANT CONNECTION o NEIN BEARINU ON Ilaf GA5T I RoN - TEE 'iTEE" p o 6a�b4 AUXILIARY WITH Lutgi 8Y.SxGo li'(DE' ye b o Q• v &a ATE VALV E 12"X12"X4"colJ�. Vz YARD 60AR5E GRAVEL BLOCK. OR CRUSHED ROOK �h GLA55 5(I z) HYDRANT PRAI NAI, E € H S P RA N- T A 55 E M E3 L `� PETA I L. No SCA L E i i i WA'r E 1� iSITE RELOCATE AND IN57At I- E'Al-':)TING HYMANT, NEW CLAS6 52 DUCTILE IRON PIPE, AND NF -vi VAL\/F- UStN6 11 LIVE 'TAPPIN6 METHOD" IN Acco?'DNNC_P "17H QLYM?l C WATIEF, Ul-YrFir-T SPE<-'IrPICA710N,-.. KE-STOP,r- D15-rU?,A6r-L) ASs>4-iAL-'T 1 W—C-OV-,0ANC.�—: WITH C-ITY Q"- epmo,tiv,5 s-rANDA?,Vf:) . -f-US,NIrlCn ANV— REMDVF- 141DRAIViT AND -� IbRANCH LINE, PLUCt AND BLOCK\ VALVE, RZMO'VF VALVE 1 w,, REs'roPE DiSTUX&'ED ASPHAL-r N ACt-OFQANCE WITH U -N OF EDMOMPS S-TANDAZUS. 13 Ttt. !ST?,etX Ul"'I'DER(�QRDU"D 6C^ t . AU�EV--r-01-6 wor-, DONE 5Y: L01,)MEJ�41AL r -ME lPRC)7—t(-T4M, INC. EPMONVS WNY A S -0t ST, Fo ?I OA LID 4 NNA(-OV-'rC� / WA 'N2,2-1 Z06 - Z�b- S'55g C' 6 HtwzANT 11AIN, 0, HUFF G,•22 -9'b 11 / r__ � III oP CGt4/t UTIUTY F101 W %'�T ItwJcaeeptuo --- 00 Ct � ..,- , TJ - AFrAIL- alsr Ax aer ffaMOA IE MIL/77f5 d 0 s i 0 i I �• Ob 4 t�roN TYPE I CA7CH N NO 6e E TYPE I. HAS BEEM USED FO EXISTING C.B. 3 AND C.B. 4 AND A E TO BE RE -LOCATED TO C.B.!3A A D C.B. 4A. NEW 12" STOR,� DRAIN S TO.BE CONNECTED; INTO C.. 4A. >otl©" A/1r%1,9 lX&4l34Z C "T MOW FRAM& *. CvRATM a ......r.�...� $ PLAN A10. 49 ) 6" Ce! EAly- Our ND •Sr'ALE a 3Et �STC1 XAA1 440.(q Pwg) a ATE 011.5MPs ABOM/7E nvE ,r,��v-sre�I PrP,' -- 4WAAJA I& A MA ZOJ MQiVNOL� PLA Al VIEW e ,erwvzo) AA2 SCALE SAC SW A6R" AJA f 9 (A PWA) 146 It r ,e • .4 i A P WA ,VTP. •' ftAA1 tib. M a ? —r Z0/ MANYME -TYPE B 0 flOrkn .' 645 0<015Crr NEW 6 "AMi 16 aeA/" NtK bb 17ETMIL A A -- 5TCK7M DRAIAJ A FOOT/NG PRAIAl (Na �� AT C.R. 4-A etX/BTiGtlt� IZW/AIA 6rA*f pl W,4 M"9&P4 AtQJA CEAJr• 6E fit! 11 ast ! / 1 • � I 1 ` ` II I f V. 17 � C.�. �q • �► �°°'' T F� M �t� •-.,l�X 131: aA . 1 I a ,P AjW�Pt� e�6 /de'."1L5� I •SEW Po/ MAAI/GE 1Ye9E 3 I I BPR�/K1E,E L/•t/e ,�I V/ FIRE SPRIlME& LINE A i rp � ' d C� C64 I I W eZ r -e CII,tIM R "' ' - - -. LI"AM 0041 V 400,54 I � I�e eacvwe��c OG1ET.auG l:. I • =-- cD ,6fiou OF .�PU/L,OY.t/C7► • AlEW COAIC. ,°AMP I I A/�W/ P<d07''/it/6 DR6lGU I I ,4041 Tit' We& .VEW COAI,. WA[L t--__ wavex 7a Iays r. olve jrwoww AOERTWAIStd- { r S7OXE 4'°454 CITY ENGINEERING NOTES 1. Maintenance of drainage system to be responsibility of property owners. (Not responsibility of Contractor). 2. All surface runoff to be directed to detention system. 3. Roof drainage to be tight -lined to system. 4. Footing drains shall connect to drywell system independent of downspout lines. 5. Replace damaged city sidewalk adjacent to site as directed by city inspector. , 6. Contractor must obtain right-of-way permit required -from City of Edmonds applicable to work in municipal streets. A proposed traffic coordination plan must be submitted as part of this application. LOCATIONS OF UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM THE RESPECTIVE UTILITY COMPANY RECORDS AND VERIFIED ONLY WHERE RELA'rED APPURTENANCES APPEAR AS PHYSICAL SURFACE EVIDENCE. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO CONSTRUCTION, EXCAVATION OR SUBSURFACE EXPLORATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. STORM DRAINAGE CRITERIA: This expansion of Albertson's Store 454 does not create any change in impervious drainage area as computed for detention at the site and was previously reviewed and approved by Edmonds City Engineering. SEQUENCE OF CONSTRUCTION Temporary sediment and erosion measures will b � I e in place and i inspected prior to any clearing, demolition or construction• �� at the site. Sediment and erosion control practices and/or y Z - r szmr ; devices are to be maintained until .the p / is established. permanent vegetation 2. Modifications to traffic guidance, as detailed on Drawing - shall be performed prior to other construction A activities. 3. The relocation of the -catch basins CB3 & CB4 is to be . 'Q + ; cst "°�'•+t + coordinated with the excavation of the building truck well. aTT3i� o �. _.. 4. The sanitary sewer reconnection is to be coordinated with I , the expansion of building construction. fx�s r• c.8. p ( 5. Water domestic service and fire flow sprinkler line are to I i be coordinated with the expansion of building construction. t � 6. Vrywell bed construction is to be prior to site earthwork and final grading and is to be coordinated with building footing I ! Refer to Drawing1-1 regarding:drain installation. 9 -Municipal gencies{ 7. Site earthwork and final grading are to be coordinated w the utilities installations. ith -Scope of Activities -Modification to Traffic Guidance I Inspection with appropriate. reports shall be as detailed in project specifications. + 10 a Refer to Drawings U2 & U3 regarding: I + -Olympic View Water District - Details and Technical Specificatio�hs � I Rot M.NNb./ a +L SCOPE OF ACTIVITIES - MODIFICATIONS TO UTILITIES & STORM DRAINAGE S eXIS7. C.B. I I Storm Drainage i I Catch Basins 3 & 4 Relocate to 3A & 4A and reconnect + ! into storm drain system !� New Bldg. Storm Drain Connect existing drain to new re- located drain and discharge into d rywell bed being constructed, this project Temporary Sediment & Erosion Control shall be accomplished by the use of straw barriers and I Approved filter fabric Sanitar- 4_ New Bldg. Sewer Conn( -,;;L W existing site sewer Water I i Domestic Service •r Replace existing water service with • extension of new 2" cw to reconnect at. meter , Fire Flow Sprinkler Line 'Reconnect from building to.valve. ch4mber in accordance with Speci- fication Section 15550 Fire --- ; --- i Sprinkler System ' Fi H d �l I%q •�� GO�lCRETE `,�• �`�, � SIDL�1�1t-K a 4 N Ni _Qg r4l L - OKYWE'LL BED � 10 acAc9 230 TN. ST. S.W EDMONDS WAY c��av�c 4" PERF. P/PO 5'EC. Aa A Ar ASE�vAEVISIOAI 77 I y rants Remove and/or relocate -see sheet,Tr1 Electrical Maintain service with adjustments. in location to accomodate const. Power poles to be relocated ., by others Telephone Maintain in service with adjustments in -location to accomodate const. Gas Meter & Supply, tarinworK e -4r Tel tMeliy5 A sroo P' Arm44&e AMIN , Al el'fRr50NS, INC. cwrE EXAI NS/ON Of STOLE 454f :c 3UL-Y It ?30 STREET S. W A 100tg AVENCAM ONO�t/pS, /ASH/i IMM SVZ MV 45461AWCSs UNP rlr gVe!`MORS Oaf A19J7Ave r e, W4S#1oW76W SBI" Contractor to trench and backfill to permit Gas Company to relocate meter. Contractor responsible for connection• from meter to building system. Grade as indigated : �4ER & �%•,�pOR,� •'•.� ted 'ItnJ-04 SEAL 0-1.O c 3 •� e ' 16+ Wr P GA{cHi5A§s iN NO SCALE TYPE II RAS BEEN USED M EXISM C.D. 2 AND 5 TO DAA DO I TRM SM BUILDING ANDW.-CONNECTED i i etX/BTiGtlt� IZW/AIA 6rA*f pl W,4 M"9&P4 AtQJA CEAJr• 6E fit! 11 ast ! / 1 • � I 1 ` ` II I f V. 17 � C.�. �q • �► �°°'' T F� M �t� •-.,l�X 131: aA . 1 I a ,P AjW�Pt� e�6 /de'."1L5� I •SEW Po/ MAAI/GE 1Ye9E 3 I I BPR�/K1E,E L/•t/e ,�I V/ FIRE SPRIlME& LINE A i rp � ' d C� C64 I I W eZ r -e CII,tIM R "' ' - - -. LI"AM 0041 V 400,54 I � I�e eacvwe��c OG1ET.auG l:. I • =-- cD ,6fiou OF .�PU/L,OY.t/C7► • AlEW COAIC. ,°AMP I I A/�W/ P<d07''/it/6 DR6lGU I I ,4041 Tit' We& .VEW COAI,. WA[L t--__ wavex 7a Iays r. olve jrwoww AOERTWAIStd- { r S7OXE 4'°454 CITY ENGINEERING NOTES 1. Maintenance of drainage system to be responsibility of property owners. (Not responsibility of Contractor). 2. All surface runoff to be directed to detention system. 3. Roof drainage to be tight -lined to system. 4. Footing drains shall connect to drywell system independent of downspout lines. 5. Replace damaged city sidewalk adjacent to site as directed by city inspector. , 6. Contractor must obtain right-of-way permit required -from City of Edmonds applicable to work in municipal streets. A proposed traffic coordination plan must be submitted as part of this application. LOCATIONS OF UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM THE RESPECTIVE UTILITY COMPANY RECORDS AND VERIFIED ONLY WHERE RELA'rED APPURTENANCES APPEAR AS PHYSICAL SURFACE EVIDENCE. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO CONSTRUCTION, EXCAVATION OR SUBSURFACE EXPLORATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. STORM DRAINAGE CRITERIA: This expansion of Albertson's Store 454 does not create any change in impervious drainage area as computed for detention at the site and was previously reviewed and approved by Edmonds City Engineering. SEQUENCE OF CONSTRUCTION Temporary sediment and erosion measures will b � I e in place and i inspected prior to any clearing, demolition or construction• �� at the site. Sediment and erosion control practices and/or y Z - r szmr ; devices are to be maintained until .the p / is established. permanent vegetation 2. Modifications to traffic guidance, as detailed on Drawing - shall be performed prior to other construction A activities. 3. The relocation of the -catch basins CB3 & CB4 is to be . 'Q + ; cst "°�'•+t + coordinated with the excavation of the building truck well. aTT3i� o �. _.. 4. The sanitary sewer reconnection is to be coordinated with I , the expansion of building construction. fx�s r• c.8. p ( 5. Water domestic service and fire flow sprinkler line are to I i be coordinated with the expansion of building construction. t � 6. Vrywell bed construction is to be prior to site earthwork and final grading and is to be coordinated with building footing I ! Refer to Drawing1-1 regarding:drain installation. 9 -Municipal gencies{ 7. Site earthwork and final grading are to be coordinated w the utilities installations. ith -Scope of Activities -Modification to Traffic Guidance I Inspection with appropriate. reports shall be as detailed in project specifications. + 10 a Refer to Drawings U2 & U3 regarding: I + -Olympic View Water District - Details and Technical Specificatio�hs � I Rot M.NNb./ a +L SCOPE OF ACTIVITIES - MODIFICATIONS TO UTILITIES & STORM DRAINAGE S eXIS7. C.B. I I Storm Drainage i I Catch Basins 3 & 4 Relocate to 3A & 4A and reconnect + ! into storm drain system !� New Bldg. Storm Drain Connect existing drain to new re- located drain and discharge into d rywell bed being constructed, this project Temporary Sediment & Erosion Control shall be accomplished by the use of straw barriers and I Approved filter fabric Sanitar- 4_ New Bldg. Sewer Conn( -,;;L W existing site sewer Water I i Domestic Service •r Replace existing water service with • extension of new 2" cw to reconnect at. meter , Fire Flow Sprinkler Line 'Reconnect from building to.valve. ch4mber in accordance with Speci- fication Section 15550 Fire --- ; --- i Sprinkler System ' Fi H d �l I%q •�� GO�lCRETE `,�• �`�, � SIDL�1�1t-K a 4 N Ni _Qg r4l L - OKYWE'LL BED � 10 acAc9 230 TN. ST. S.W EDMONDS WAY c��av�c 4" PERF. P/PO 5'EC. Aa A Ar ASE�vAEVISIOAI 77 I y rants Remove and/or relocate -see sheet,Tr1 Electrical Maintain service with adjustments. in location to accomodate const. Power poles to be relocated ., by others Telephone Maintain in service with adjustments in -location to accomodate const. Gas Meter & Supply, tarinworK e -4r Tel tMeliy5 A sroo P' Arm44&e AMIN , Al el'fRr50NS, INC. cwrE EXAI NS/ON Of STOLE 454f :c 3UL-Y It ?30 STREET S. W A 100tg AVENCAM ONO�t/pS, /ASH/i IMM SVZ MV 45461AWCSs UNP rlr gVe!`MORS Oaf A19J7Ave r e, W4S#1oW76W SBI" Contractor to trench and backfill to permit Gas Company to relocate meter. Contractor responsible for connection• from meter to building system. Grade as indigated : �4ER & �%•,�pOR,� •'•.� ted 'ItnJ-04 SEAL 0-1.O c 3 ANI TA R -y MN,,j IAC L i 1 -7 ' .- r5 I — - ala 1> 4 5 0- 6,0 N u A "El 44 0 ' L uJ > JNv 3 It 5. o 0 4 z V% i4 H! k Li NZ .5-1 T 0 M H NO` I fix' 51 dk4 EX, 14AHlit�)LE ....... .... .. it 5o rb E Ex, UP q Lv > ;r Q Lrloal N6 W IJ ai ° 1 .°2 Q, QD Fl, TrIp ?, 16.00 !it 0L4T L Ft — ----- — — ----- P-4?1 SAKI .... ... . ... . ... . ... ............ . ...... .......... ... --- - - - -------- ------ . . ...... . .. . ...... . . ....... NE \X/ 15E-:" (2F?1\,/E AFWN 6rD Kia 4z 'FF AMiZ- .1 LID ---7 /-\P\>JA STD N0.371 TYPE OPEN 5EAL. 300 TO M.H. E:X, -L' k3 PLAN -T 10 NOTE: i HIS C -,67C -H BASIN 1'(PE7 I IS -To 15E. LLr:DEZ> F=C)R CATCH IBAS IN "os- 3 AND 4. v o.1` X15TIN4- f?O c K G R'-( ty. 50WL�IN6q A L= L 14 fr u R V& SToRm 3T7 4o 4- A 5 &A 5, 24:1 SAN 243,SAN, . ...... . EW N IE ......... ....... ...... .................. . .. . .................. . . ....... ................ .......... . . . ................. . . . ... ................ ..................... .... .. .... . ................... ............. .............. . .. . ..................... . . . . ............. . . . . ................... R E- P L A C- E- 6WRIB vi zy *x R OVE RF LOW I- L EY, -- 31-1 5-rP. M H 5rF-P5 . 0 z L M IN. 200 L5 CAFACIT'' CHAI 4 WELP 0 GATE rRAME: Ll EX. 2.1 6.M. P (VERT F'Y) TER-1 I -rE 61 A WA oRfrl ce: CLEAWDLIT (qATE 121/�MG: T ER 2 - MAY ,6 �� [N TT P O L . F- # 1 p E T.A I L 6AT 1 rv, L 1 t aB z 58 6" GAS E , lvIAN HO C . .. ...... ....... . . . ... . ............... - ----------- ...... . ..... . ..... ....... t k'5FHAL-rIL 60WL. ;HEP AC I N C-4 e-0 W 12SE T\ -(P 1,( , A L PAS/ IN6 SECTION A -A S CAL 5flr-�A6* 4WrOi,-1 To e, o - el ALL eqAF�#4C— P-vNOf:=F= 10 Cr.::; WAWeP- V01 4FI "JeIL.7�fz, flAe;rcI W1 6! -r-1&r4 Wk LiLXvv'v HYD. WI"VALVr:. STORM /ATE R PETEN.TIa THE EY, I STING 51 15 e-OMP0�EP OF -THREE E21S-rlt-4(,-r PIAEA5 CONTRIOLATIW-i TO OVICRALL- RUSJOrF, SA5F-12 wF740W 114.11 VALLAC-:5 -rI-4F-'-( AR5, 0.'9AC-RE5 OF VALUE C),2 ( F? E 5 1 P Ir H T A L) 0. J-1 9 ACRES Or VALUE 0,15 SUN I M P KOV 1- 0) 3.205 AL RE 5 OF \/A L -L4 E = 0,9 (BUILPING-7 OR PAVED) 0 R I (-m W A L- G. \/A L L4 E: 'FOR -rl4',E: SITE WILL BE 0.9'10.-19 3.25 9) 5.01 MA)CIMUM `i IME OF GONCEN I KAJIQN F*OR -THE 51TE 15 lCo-(o "IWILITES) FROt-1 THE F-A5'or THE 'WE5-17 L-4SlWe4 AN It -41 -TIAL- -TIME- 0F! 10 MINLiTF-5 i ANP <INC., C-OLINTCHART FOR OVERLANIP F'LOW INTENSITY FOR A, io `fEAR' SEATTLE 57'ORM AT I(o.Cv MIN, is Ilz ALLOWA15LE FOR THE 51'7F- 15 -rl4 W S QA, = Co I A o, (j,+ to 1. S 5.01) 88,J c -f5 L451W(m H E:T 14 o r; FOR CALCULATI144 17F.'TEWTION 1"PROVE12 G VALUE WIT14 0-91 A(-f?,E5 BEING PAVED OR E5 L41 u roN WILL ESE IMP Ac -4 1 1 (OIL I-, 1t02- CII -991 V'540 CepT T VT V5 A C- imp. 46711(9101)(0-76Z) IB3?- CF 5 o RA E A v A, Lr-- e-70 LF -3dCz 4.9 cF/ LF 13 23 r__ F, LESS Am j AF50\1 E CAVE R - FLOw�/ E LE*l,/ - ISO LF 100 LF 24" 3.i+c-F/LF-= 314 C -F 1-10 LF 21" OP z.4 cr/ LF = 1408 4-F 11 -0 CAST IRON FRAME i GRATE: (SEE APWA STD. pt -AN No. 49 v- 0 A CA BASIN -H It PLAN NO. SS Jr NO SCALE :z Nb -17E:: -TH15 C -ATC -1-4 5AS-11I -[-(PE TE 15 —,o aE- LISED FOR- CATIC-1-1 P-5ASIN NDS, 2-j5j(,AT-40 -7. STORM /ATE R PETEN.TIa THE EY, I STING 51 15 e-OMP0�EP OF -THREE E21S-rlt-4(,-r PIAEA5 CONTRIOLATIW-i TO OVICRALL- RUSJOrF, SA5F-12 wF740W 114.11 VALLAC-:5 -rI-4F-'-( AR5, 0.'9AC-RE5 OF VALUE C),2 ( F? E 5 1 P Ir H T A L) 0. J-1 9 ACRES Or VALUE 0,15 SUN I M P KOV 1- 0) 3.205 AL RE 5 OF \/A L -L4 E = 0,9 (BUILPING-7 OR PAVED) 0 R I (-m W A L- G. \/A L L4 E: 'FOR -rl4',E: SITE WILL BE 0.9'10.-19 3.25 9) 5.01 MA)CIMUM `i IME OF GONCEN I KAJIQN F*OR -THE 51TE 15 lCo-(o "IWILITES) FROt-1 THE F-A5'or THE 'WE5-17 L-4SlWe4 AN It -41 -TIAL- -TIME- 0F! 10 MINLiTF-5 i ANP <INC., C-OLINTCHART FOR OVERLANIP F'LOW INTENSITY FOR A, io `fEAR' SEATTLE 57'ORM AT I(o.Cv MIN, is Ilz ALLOWA15LE FOR THE 51'7F- 15 -rl4 W S QA, = Co I A o, (j,+ to 1. S 5.01) 88,J c -f5 L451W(m H E:T 14 o r; FOR CALCULATI144 17F.'TEWTION 1"PROVE12 G VALUE WIT14 0-91 A(-f?,E5 BEING PAVED OR E5 L41 u roN WILL ESE IMP Ac -4 1 1 (OIL I-, 1t02- CII -991 V'540 CepT T VT V5 A C- imp. 46711(9101)(0-76Z) IB3?- CF 5 o RA E A v A, Lr-- e-70 LF -3dCz 4.9 cF/ LF 13 23 r__ F, LESS Am j AF50\1 E CAVE R - FLOw�/ E LE*l,/ - ISO LF 100 LF 24" 3.i+c-F/LF-= 314 C -F 1-10 LF 21" OP z.4 cr/ LF = 1408 4-F 11 -0 .. ...,...•..,.... .- .,»,r.. ...,,_r �.-.-..... ,.v.-.-7-..e,.y .- •-.-.-..,r..» .t:a-r.: ._. -• - .- 47 _ v. _ - _ ,.., -,. .. ,,w c. x v. r. _ .. . • .., ,• ... .::, .. :. ,„,.,..«: ._-.-.K.. .., .-,rv,t mss.^. . - - 4 , • " i i 1 -CCy TRACTOR. SHALL BE RESPON IBLE..FOR FAMILIARIZING HIMSELF WITH ALL -1 1 I -;i I 1-1 C1 1 1 Cover I Sh . abs OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORD: . 1+ - .t - .. - .- . 2. .CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY - . I - EXISTING UTILITIES. IF ANY ARE ENCOUNTERED, CONTRACTOR'IS TO PROMPTLY M # ADVISE GENERAL CONTRACTOR AND OWNER. . - . . b` • i .. . ; t r,, , ark bf n 1 c h 3 STAKE LOCATION OF ALL TREE PLANTINGS AND OBTAIN APPROVAL PRIOR TO 1.. ___ `,..... . -. .. c .n ,* • " to " T a . PLANTING. p Soil- . .aC r b i'� /.: =.-_.i NSTALL PLANTS UNTZ I ALL PAVEMENT :.::. + a �• :;St#: '; T PLACE SOIL PREPARE BEDS, OR I Varies 4. DO NO e :: f:: _�.. . - . A!C aein :'= :sz ; F3€AS BEEN INSTALLE©. C O f , SYMBOL PLANT NIAME (•BOTANICAL/ Ol€M N) SIZEfCC)MMENTS e 5. COT TRACTOR SHALL MAINTAIN AND -WATER PLANT MATERIAL UNTIL OWNERS FINALI . - Sub -base . - itongh tirade _ - . ACCEPTAAICE . . - t - - I . _ c f,. - CONTRACTOR TO BE RESPONSIBLE FOR COMPUTING SPECIFIC QUAN'T'ITIES OF . V - UB BEDI GRi1UNDC4VER ANI} PLANT MATERIAL UTILIZING ON -CENTER SPACING FOR PLANTS �:J Acer Plantancides/Norway maple 2-1f2-3" Cai. , , B&B - . 'GROUND CO ER SHR AS SHOWN ON PLANT SCHEDULE. AND MINIMUM PLANTING DISTANCES AS SPECIFIED. . BELOW. - . 7. GROUNDCOVER SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING Berberis julianae/Wintergreen 5 gal.. cont., Min'. 18" ht. PAHRN. AT THE ON-CEDISTANCES SHOWN. WHERE GRC)UNDCOVER ABUTS rberry ba - . CURBING, WALKWAYS SIGNS OR POLES, MINIMUM PLANTING DISTANCE SHALL BE ' b i ! 1 sa Wart- 5 » al cant Min- 18'" ht Sod � I f i . I 1 - 12' FROM CENTER OF PLANT -TO CURBING, WALKS , ETC . MINI PLANTING � Bet er rrim very tAC�lt a / . . barberry g . a z IDW . 1 ! 2" Lawn o r 11 D DISTANCES SHALL BE 14' FROM CENTER OF ALL TREES. s . Cot©neater micraphillalRockspray 1 gal. .cont. Q . . . ::' -_:: 0 J 2" Top :4 / Soil' 8. ANT Y O � CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QU T F PLANTS atoneaster C - . . X 0 W . y ,/ .' : �::::: :::::::..:•::• e C i b ti W 0 � THAT ARE REPRESENTED BY SYMBOLS C)N"THE DRAWING. U Ilex eornuta Chinese hull Y / i8 -2I" B&B I . . . . _ 4 v Vii::: ��'r:�i' :� �:^ �:�: }; ;:[{ �:� �:}�I:�:�' :�: e 4` :-_::: 0 �-, U .. 17 . I 0 Cr. x , i""' b :�... �: :f <'f :::•:: M : ? ... c ! . 2.; ftp.**. ..........: ., n . 9. - L CO TOR UNLESS SUGRADE TO WITHIN if 14TH FOOT PROVIDED BY GENERA N�'I ,• Juni cru Sabina 'Tamaricifolia' P S / 2 al. cont. g z i_ Al Q M "n tt% . A!C Paving. LLM14444 � 0 �" J S , S OTED. W E O TITER I 11 'u r Tam n i e 7 P . - [- i �- zU_, go -.2 - -.:... - : . Lid 0 Z J i440) . ,. ... d 4 �' '� Rongb Qrade o. MINIMUM 4' DEPTH 5 -WAY TOPSOIL IN ALL PLANTING AREAS. Photinia Fraserifphotinia 5 gal. , 24-30^, Ht. , Specimen . _ 4 OWNER/AGENCY Sub -base - a �, Quality e4 UJ I 11,. MINIMUM 2' DEPTH BARK MULCH IN ALL PLANTING BEDS. {y1. - . . . . ,--: - ,,'�' - 12. 11 _ ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANb _..LfFERTILIZER W Pt> entilla rtlitco5a Gc}ld ar f t f st ' 2 5 min . 2 gal. cont., 1 -1I . sprd. LAWN PLANTED BED t _ i t `.._ 4-2-2 PER 1�€AtNUEACTURER' S RECOMMENDATIONS. . 1- Goldstar' potentilla � . r _-_-____.-,-._._- .1. l - 13. ALL -PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR ERY STOCK, run mugo mu hus o ane Prunus "� � P. . con n. ht. - 5 a1 t., Mi ]8" � _ .- - _ Til LATEST EDITION.. _ _ - - - , __ t mss. ' EXTRUDEDI CURB PLANT_ G f, 14 . 'CONTRACTOR TO .MODIFY THF EXISTING AUTOMATIC IRRIGATION STEM FOR NEW LOCATED Pseudotsuga menz.iesii/Douglas fir 6-8' , B&B, Nursery grown V` am. ' j� PLAN'PING AREAS . Pt)P-UP SFRAY SPRINKLERS TO BE USED WIT . Level' or Mounded N.T.B. ADJACENT TO WALKWAYS. EXISTING SYSTEM TO BE INSPECTED D REPAIRED AS - - ` NEEDED TO PROVIDE ADEQUATE COVERAGE. I 15. IN THE CASE OF CONFLICTS BETW EEN PLANT AND IRRIGATION H AD LOCATIONS, m. helix 'Hahn's'/.'Hahn's 4",pots, spaced is" o.c. � MAKE -ADJUSTMENTS ACCORDINGLY. DO NOT INTERRUPT EVEN PLANT AND TREE - english ivy . . - SPACING OR ALIGNMENTS BECAUSE OF IRRIGATION. INSTEAD ADD OR ADJUST �' _ . W HEADS TO PROVIDE PROPER COVERAGE. "�'�'' - .U.��\ - "` Existing vegetation to be retained. o . . 16. . GItOi NDCOVER TO BE INSTALLED IN ALL PERIMETER PLANTING BEDS EXCEPT AS `` �^r" �^t I. . II . NOTED. SIZE AND SPACING AS SHOWN IN THE PLANT SCHEDULE. .Hedera `� `" . I. . •. W 17. -THE EXTENT OF SUPPLEMENTAL PLANTING To EXISTING LANDSCAPE AREAS SHALL O � 0 t- BE DETERMINED BY THE CITY OF EDMONDS AND ILLUSTRATED ON A FINAL r . . . I'-�iNDSCAPE PLAN .. " - . U C . Q . . t K Ir4F^P V41K ✓ t�fTzvUN V , �'T/s.�CE- I �j b X11 `aT - O N 1 N 51 RE- o f ,eo 4Ntr . . J 1 Ncrf 517: . �� /,� J 1 I NTMLOCKM V. _ . _I ^_ - - / 1 e . W IRP, / 14 I,i I RE, pmol . Q TICIHT�N VIJIRI.� / ` STRAND Tail ' To 1'IGFI N. 14 - '% � `TAI til �.0 G�,R. 13Rot�lt � / % - - �F•-NUY '��P i7 AROUND Ill ��A \ , z �1 J r 1?,E.r- . O U-�'SI M ©� Rte© T �, fi ' - fir % - EhAk L NOT6H �T,4Kr. F� . - / ! /` -. ..- VAI P -.P_-.-. V i' / '\ ` 'r-�`L-"�. 'rf- PF,P, M ULA -#-t' -rI-+ I GIS-NrW7 ' _� �--W 11. .N �Q• { �0.' r - Inti RP, 4r H015P• r� - / 1�14dD Ti4K� � muz-- a . I -- t 1 . u °i• - PES. N4 �. I 14. *, 11 . , / - PST tilts - _ .. \ . _ _ '*_ -I + r .iL. ,'?� • w . y w'' - -. ✓ .tom • f I}{It-- `f 1=- lii� Is .. i \ I , till �L ;1 ` i3�t< T0P y3� N 1111.... ••f i !!` i l� -- .1 0. :. '~ .=.. -- C. '?MP 1'i=D I`�SC1Ut�.tf�, -- �- 1 �= _ I r �� - I, I -ro �uPPOR..T TRE -S- ----- - -- --- _ � i - _1 2 -rl M E, R-00113AL-.- _ OR. PC0T5oN_,. Ptd 301t _.- - Tri:---. T .I N�-� fi��T I L� : tr�t.. 7 - , I - - 1 . ( . . I I . . . I �I . . . I . . . . 1� . Existing vegetation to remain . r . I ,, �� , 1 1 . 1 '. . . n ---_-_.---_-----.--.__- . . I . : . .......... . . . . . - . . . . . . . . . I . . . . . I . � I . . . - ,)- . U .,.,.*.*.*.*.,.,.*.* . ..... . - - - - I - I ), '. I I - - I--,,---- I I I � � I �, _. .. � . I . I ,:. 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K, e _ M U rrrrrrrrrr • - - - I tiff t.l...".t tiit.i Ctt.l{.i....ttl tliit t,....t.. g'..,,r ..., r" tM ..Y/." ••• ` - . - ((i [reef l(tttttt.il.l[ti.11 flit it[t[{ t[iJt.iitttttitt, It[tti„i[11f [i.f.ii 00 . i _ r . �^. ® - . e-1 �., � ' r. � . . AOC .. ! . w A _ L Cie A w 1�1i I-.--' .L-rA l t _ - . . I f i . I 1 . . , - . . I ;I , , . (, - I-. : - - . i 0 DRAWN PROJECT 92041 CHECKED OTB DATE 11.1 SHEET . TITLE LANDSCAPING PLAN . SHEET C L0y . �. Z a z IDW 0 > D z < s Q W . z :.I.M W +' E. 2 X 0 W W 0 � U ,Z: _. _ 0 ( 0 �-, U .. 17 . I 0 Cr. x , b C J -x }- z�� V) O O�1`: J - J'n z i_ Al Q M "n tt% 0 V) � 0 �" J S , 11 � [- i �- zU_, X w � •Jim Lid 0 Z J i440) O► 6 Q c11�i __3 SUBMITTAL r DATE(S) 4 OWNER/AGENCY { 7/15/92 e4 UJ I • DRAWN PROJECT 92041 CHECKED OTB DATE 11.1 SHEET . TITLE LANDSCAPING PLAN . SHEET C L0y . �. Z a z IDW 0 > D z < s Q W . z W +' E. 0 W W 0 � U ,Z: _. _ 0 ( 0 �-, U .. 17 . 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I 1, . 1� I I � I I � . � 11 I � . . . � I . � . I I I - I I . I I I . - . I - I I I I I I . I I � I . I � I I I I . I � I � . � I I � � I - . � . . I � . I � . � . . . � I � - . . I . . I I . I I I . I . � I � . I I . I � I I ., I . � I I , �, I :, � I I , - " I y � � I I I . I . I . - . � . I I � � .1 I I . I I I I . . � . . . .. . I I . - . I i � � I I : I I I I � I I � - . � . . �, � � . � I I . I I , I I - I . I I � I I . � . � � � I I . . I IRRIGATION NOTES I I I I I I I . I . I I - I I . � . . . I - . . I .1� ", ,I i �'� -, # , "I 1� - , � I 1Z , .� �., " , - I ! , � � 1;1, , ,- I I - � _� , �!, i� I � . . . I I I � � I . ; . I I . I � I .1 In i . � � . I . � I I I 1� � I VC ( minimum tvr' ti so the diameter I � i JJUtLGATICK N=S Cwmx By � n===CN CMn?%C=) - - � . t . I I I I . . . . I - I � I � . I I P I 0 In � . , . . � . . � - . 1� I SITE SPECIFIC IRRIGATION NOTES-7OR RAQP06BD WORK' 1. I I . I I � I � . . � . � I � I I I � � 0 . , . . I . - � . . . . . � � .�. I . . - I . .1 - I I I . . is , 24" , � � SLEEVE of pipe to be inserted intoleleev Is � i . 1. 'No irrigation work is to start without an approved sub -grade . I . . . . �:� I . I � I � . � 11 1. . 11 � � . � I I �, . . I �, � � . � � - . . -!�. finI.9hed by the general. contractor.' * - � I I I . . . I I . . .; �. I . Nyp t7p. . .. I ! - ., , . ., . . .'. J, , I ' . I I I � � I �, . I . I � I - I i . . - I � � - - . , . I �, . . . . I t -d sign-bliild irr lanters this - � .1 � : 2. � It is intended that I � � I _. . . . . . .:... - I ID Provide e . ' . I � . . i I - ____ that . I I . -doomb � . . install"systo- . i � I . - . . - - I .. . / I . I , , . , I I .. I � . . are complete and functioning properly in every way ' I I I , area. Note use�partialradius type heads to 'minimize water. I � , " I � I I � I I _% -1 . I . 1; I ,, and provide � I � 11 . I . - . . . . . I 101. . � I � I I � a one year. guarantee,against workmanShi I waste. Provide for"100% coverage., . I _. I . � � . . . . . I .. _,------" - - � P and material failure. I . I . I . . . . * .1. Planter � I . I I . � � I I � . � I . I I . � � . . , . � I . . . i . . I I . - I (W) 1J1e_-___ . I � . I . I - * I I � . - ,- I � I . , . - � I . . I . . . . � � � � � . . f::� r--�M a I n o Ir Lateral . � . - actor shall be responsible for damage to plant material due . . , I � I . I I � . . I . � I . I . I -I- - - - - - - - - - - _4 - 30MAMOMI-_ . . I . . I I I � . . . I I I . � I . %1r_ . � to irrigation system failure during installation of plants-' - . ' � I - .- . - I . � ' - I I F:104" I . - I tub -Up -& Flag I . . -install any po � . I -AM N , it mL_ ___ - - - � a I I " � . . M2 -of-connection apparatus that I --- I - � � ------- = 7 1 . �.. . . . I � Replace and, � int __, 11 , � V .r....- _ �� . - - . .11 I � I . I I C, - , - . Wire !. I . . . I I . . ntractor shall check and verify all site conditions, -d or that is not functional,..- I . � , yea. . . v . I h' ' been damag!a . . ,) _;�N . � I . I . � W (minimum' o - f, . . � . . ices prior to trenching. I I . as .. I .1. . . . I � , I- , - . 1. . - P1 Ater - . -PAT'Ing * .I. . two Inche I Location services � . 'R��, __ . I . . I - I I I . -800-424-5555), CAM!!! . � .1 I I � � I . � - .. - . - � r7I .:_ I , -7 - . r.o.- I � 4-4- I I . / - - . .-.. ... . . 1. ,��.. di . . . ; . � (I I - - I I I . .. I . I I I . I - III Muft - - . Vtfb . - : I � I . � � . � I . . . � I I 11 - . I . . . . . -.1 I � I .1 I I . � I � � I . I . I � � - I I . I . � � . � ' 1 wiring or lock � . r. 6. , I � - ;0044004;� . .00 ". � - .__ . I . -, .. , .: �, ... , , am . eter . . I . . I 0 F. Ft 6i i v - - - I -.e , -!i . . � . . . _. I I . . � . 5. Contractor shall be responsible for coordinating their work with ' I n, 1, ]Provide.any additiona' c ement . . o � . . I - * , � . � - . I . I I . . . . . . all other trades as needed. . � I I . required.with proposedwork. General Contractor to provide' ' . . . . I I 0. 0 � I . . . . . I I . I . , � I I I .. -.1 I I I I I I � I I - 0. . . - . � � I . . . I I . I -up.. -' , I I . I . � I I I . i 6 1 1 any building interior con a hook. � . I - . . i . . 41 - � � � . Contractor shall be responsible for all irrigation sleeves under - ( � I . . I . 1� I . � 1 8"_'2 81 , * , � . . . paving, sleeve'pipe to be- Schedule 4 0, PVC, mini depth 24". . . I . I I - , I I . I . . . . . I I " I . . building I . . I I I mum - I I � . . 11 I I f I . I I . . I I I . . . . I I . . . � ' ' M AS4.4w - REAP � . yp.1typ I I I . I � : below finish surface, tape pipe ends and stake location of. pipe � I - . - �� .1 I I . .. I . , - 1 .50 L.,� I __ . . t:)/"% I . I i ommommmm_ . a . C . � . . I I � i ; I � . . . I . . .. I I e I nds, coordinate with general contractor prior to installation.. . . . . M4 � irrigation c6htractor'to coordinate 'sleeving 'operations ,with . � I . I � I . to � . . ... - 11 ' b^ � I I .. .. . I ._. . . I - .1 .- � . . . I . I . . - � . . A% M'A7 !;<% -X . . I I .. - - . . .., I . I . � . . . I ral contractor. rrigation cont . � I , F %_�-;? UP , I It . . . � I I I 1.11- I I Wire 8 Wire% ,.i� . . .. I . . .. . . .. gene . . � . . . . ... . . I I T, . . I . I . . - , I �. 7. Contractor shall be responsible for coordination of irrigation I for trenching, sleevi tion, -and backfill ' . I I . . . I I pa . I . . . � IL . . . I ' . . � I . I 1. t . � � . � � . . . � � I I 1q, . .. � *44 . I . , . - I chases under paving on structure, through wdlls, -slabs, curbs, I - � . � � � � I I . I Mal: or 0 . I . . il� . etc. as needed for irrigation work. . ., � . . � . 1, (includin o. n . I - - � . I . . . . I I - . � . I . . . 0% lk .- . . I I . . f . ,�, . - 11 I � . . I - . .. - I I i I - , a ns - . . . I I - I . . � . . . I responsible 'for accurate planter loc tio *. I, asphalt, cutting ISC H - 00 NIPPL sleeve �� 1* of 994 . , . . . I P-1 I � I . - __*%� I . . Latearal a 0 1 t. E- I I 1 . . . � . - � � . . . - . . - .. . . I � . � 1100 . I .. .0 0 44 1 .. - . 1= J--1,111,11 ., tKif7it IGRF-APE.- 8. Provide complete backf low prevention to meet local requirements, I ; a hed.rock andasbhalt). . . . I . I . . 11 . .. I . . � . . � .,91 A a 0 W � . I � fill - - - 1- - . I check with water district, and install per city requirements and. . . I I I . . . � . . . I . ov_�- rumny PIPP- . I . . I q U'' 0 I ft- it . . . I � I . . I . � I I --- I I Th . . i I I . . I I . I I � . I . . . , � ! � . . � I I . I . . � I . - , P-4 d "" - %, , I . . . 1� � . I . I I I . . . . I � . � I , I I I I . I I I . . . 111. I I I � . . . ( . qW I . . 1 .24 1. is d 1. 04 III 0 . . - . . . I - V. - =J%q F%-% . plan set details. Notify landscape azqhitect/designer of any . � . . . . . . I I . � . � I . . III � � , � . discrepanc� of this installation.. . I . - . I . I . . . I � ' � I . . I I � . . . . . I . . . . � I *., . I � I 1 A4 . 0� N # ... � . I . .. .. 4- , � .1 . . I . . . . . - . ./I . I . . I .� I " ' ' - - . I i . ''. - _9_ L I I I .. � I � . I . I , I . . I 11 . .w I WIF..=,1601L� IN I . . I . - n5 ,' Replace and,provide.any necessary irrig,ation.appAratus . I I . . . L , .1 -1 � � . I I I I . . � � , I . . I . I . . . I - . - , I . � 9,. . Adjust pressure regulator to achieve beat ce, . . I I � I � . 1Z .� . � I . W I r I' t .t still I . . 1. . . � � I I I I I .. ... 1. . . I I sleeve . . . . I . . ....I- - 50%. . performan . . � � . .� . - o ain-valVes,,'etc.) *as may be required. .1 . . I . . I . I . - I - . I I . . I � . I - . . . . . . ff � . � I I . . approximately 70 p.s.i. . . . . � I � . I .. 11 - I I I . - � I . i - . . IM . , I . I'll, . llj.�. . I . � 11 . . I I I . � .., . I . . : , . I 11 . � I I . I I .. � I I 0 . . . . . . ! . .. . I I . I .. � I I � . . I . . I -, . . . 11 . . I I I I . I � . . I I � .1 I . . . I I t ' . I I . . . . I I I I � I . . . . . . . . � , , . I . . 1� , � . . ,Curb . . � . I fyc, NIPIUL.e. . . � W I NFL 11�;p 1. I C. -C. I . 10. Provide and mount irrigation controller *as noted on plans. I . . 'I , . . . I I I . . 1. I . I . ,. I . . 1� I �, . - � ". I . - .11 � . . . . � . � - I . I . I . . I .. - .1 . . I I . . . ' � * . . . I I �_ I � . - I .. � . . . . I I . I I I I � . . I I I I I . . .. - I . .. I , � . . � . . .. � M ,J , Irrigation contra scape. architect with . - � .. I I � I— a . . . .1 I . I I L I I � � I I . firk � I . . ll.. Piovide and pull wires from outside valves through condait' . I . I � � I I . . . ' , . - .,� � , 1 - . ! � . . . . I : -provided by electrical contractor to controllef location. . I � . . . I proposed irrigation plan, prior to commencing wor Match. I i . . I Curb, - . . I I . . I . I I I .� I . I I _� I I . . . I . . I � I I 11 . k. � . . . : I I 1. ::2 - P%A:.- LATe-f)LAL.- - � ' . . � Line of curb I I . . I I I. I I � \/AL\�E.-, . . . ' * I q . I . - � n terial used'wh erify, I . . 0 . I . . � I . I I . I J . I I I I � . i I . I I - - . .1 - � � . . 2 4 I 11 I '.... I , , existi' g ma 11 . . Z . . .0 .. . I I . I vc_ a _L � I I . 12. Connect low voltage c n � I . . I , � - I 1. . - . . . �� or, -walk I � I - - . I �. __41 � -�. . 1, . . o trol wires to controller., I . . . . 1. . . . . I � . . I � I . . . . � - I tin i I � . I I I '� . 'Planting I I I I I . Ill- . . - () I I � � '. � ''4 - ex,is g ,rrigation equipment. � . . I - I I . . . ; . I . 1 I." - ! I *� � . . � . . i 411 � .. � I I . I � ,�, � . mat - , I . I . I I - . . . I - � . . . I . "r� . I ' t' � . I . . 0 . . � � . I . �. I . I � I 11 I . I . � I . I I . I 1, I 11_ 17- "', � I �, . I . . �. . . � MARL�Y- EF -LL- . - I � I � I 0 - . I Pf � � � I * 13. All work per local code, install all erials per ,' I � I I � � I I . I I I � . Vc. , -,-rofk. L . � - I , I � . . I ��0_11��,:Z��Jz'."' . , � I . I . . I , I � I � . . � . . . . I . . FV* � 11� . . . I . . I I . . . � � .. I 11� , I manufacturer' s,�.pecifications. . . � I . I � 1, 11 I 1. . I � I I . - "I I � � - - . I . . � ! I . .� - - -7- . .. \ - I I - I 1. I . � . I , I - '. I .1 .1 I � � I . . , P a, v.i,n g I I I � I . L I I � FI"4c- NIPO'"a, .. , , __ . � . . . � � I 11 . . '. I � I 11 I I . " 1 ' � . . �11 I Z . * .1 I I _. .11 . I . I " " 'i _. J I . 1. . , I - . . . . . I . . . I I . I � . .. I . - . I . I . I A . I ' � � I I -are,to be taken not to damage any existip - materiaL.. I - . 01 . . I � - � . - � __1! . L . . ; I ,,, r . W . . I I \9 M I I " - .1 - ' . � � I I . I .1 , & , , I I � . I ! 14. All outdoor valves to be place in "AmeteV boxes with snap. lids. " . I I I _g plant - . . ( 1� I 1, , - _�:: J-2:�� . - � � . I I - � . . . � .. � . I . & _� � � � . . . . I � I �." I - I N I I . . _- ,2�hy damacred plant material is tobe replaced with s im 1 1 a'r' " I I . . I I. - L. , . . , , , . # * � 1.rP.1 I I . . I YC- 51.14z+41NI01 I I I I , '. . . -.higher than finish 4r:ixde,SO �t I � I � � L I � �, 11 - - . I . , - ;:0 1. I .1 I � / . . . I I I I � _� , . ; X I . I I., I I � _4_1____._ - I Pftso- I Set box I � I �, , � < I . . . . ( I I _ 14 . I I . . � I I I 11 . . roll, � . . - . OP 6fl box is ,flush with I I I I 1� � I spe - � � . I 4 ft -NIM, L I . � �,; � - �, 0 -;- �. � I 46-0 4 L;9, 4W --A. -.,; "; 11 I . - sdd or I' . I � - � i , cies and .�j i ze I at no' � . . L I . I . . I I , 'a I . . � I I I � I . I 1. . I I - I -1 . a 11 . I mu ch. � .1 I 11 � . . 4 I - L . I . I I - I . � � . . . . . e , I . .. - .1 � . . 0 , . I I I . L . . � . . . . 4�1% . . " I . . . I ) L . . . � 0 , 11 L 82==Z L I . � � . I . L . __ . I , " C -'T'/' J I � I ,� - . I 51- � I - � I � . 1. I I . RV 13- . , . I I - __ .. v . .. . . L * I ill I � , . * � � I I � � . . I . . .� ------ - - ___ " - ' - ' -L '' . I . I I , 4; 0 !I- I I Irriga-tiom flag I . I I . I C.. F. , % - -11 . � I I I 15. , Mainline pipe to be buried 18", laterals 121 below finish grade-. I � " F81 ', Modify existing irrigation system to' provide' 100V coverage � I . ' . .. . a � , / '� . q0 I _ . . .. ., - . � . - . . � I I NLj, I& 6 No rocks or debris to be backfilled over pipe. . . 1 I I . I . � & I I I . - . . L 11W, .4-4, :. t I . .1 . I .� I . � I . . � � : & � tape . se :1 .. . �& ' WA,tHeD_ ,4F-AN=..tL , . I � . .. . I - � I . . . I I I J ,for new plantintIs - - 1. I � I � 11 I I . . . . I . . I I I I . . . I I I -b I - � ____ � � . .1 I . - I a tle ,t,*7. op - I .. � � .. . . . . I . � , . . I - � I .11 1. _. V) . . . - I � I .1 � I . .. � v-ertival stub -out ' � . = It - . .. & t 0 . 16. Place all lawn pop-up sprinklers 20 from all curbs and � I � . . � � - . 1. I � I . .1. � - _ ---- -- . . � I . I I , I . - I I . . , I I I . �9 . I . . . I I I . . I . _16 . . I . . � I , . I . � . I I I . I I I I .. . . I ;.� . � . I I . I I t I pi - . . . �, . . . � . . I sidewalks. Install sprinklers on triple swing joints. Install - I I 11 . � I ... I - - 11 . . I I I . I I I - - . I a I ,I � % "', marker pipe � . ': . .1 I I heads adjavent to building no closer th I I I I 111. . . � 0 . I 0,..:- ,,�: ..:.- : % ==ill *,- . � �Sn.8' to any wall, watch - I . I .. . .L � . I I 1� ____� . 10 I . I , I N ' . I e:: -os-, . . . I : . . I . � 1 9 ng lot- islands, provide . . . I . I � I - . . _f . , fi wife .P.01L. IONJIF.B., � . . . . . I 1, I . � �.__L _. I!. t . I . � . . � I - . .1 � . . . I . . - . . I �_ H '. . - _- .;' . I . . . . J . I . . . . I - . I n iser ,assemblies - Z ' I I I 11 I . � . I - . I i � TRENC � ... t . . ., 0. I . or 2. Metalic tape * I . . . ], .. . 17 � . Plan is diagrammatic. Adjust line I locations as necessary.- .1 � � I . . I 1� L . I I . � I I I I . I . * ' . - I I � . � . . .9 . a I -1 . . . � I . I I 0 - I . . � . L . , � I . . I . . 11 . * .. 0 1 . I . . Reaft to be place according -to -plan. All irrigation equipment I . , , . -_ . , . V 11� - - I . � L � . � � . I I ,� _%�, - .1 � . � L I., , e4 % � . 1.11 . . I - I ' . . . � - > /1'VV:1^ , I I L I- --" __ I . 0 . I I I . � . I I i . . . I . is to be place within plantin4 areas � I .1 . . . I I . I � r. . � , � 0 A I � . I �. I I - I � . . � . �L I . I .11 � . . I . � I � �. - I I .. I . I I . I . . . � . I . I . . � a y v 11 - I � * I I I w . I I � . , I F -L. -)P60110 - . .:. , I - I I 1, . - . . I � . � 16. Contractor is to 'install "in line drains" as required to stop . E� � - , Adi cent to I . . :2 , . . 1?_1.4.141�:>i�-� U P r-1) f�;TtAt I L. I �. ( ) Metitife tape, . , I0- .110k T 0 ,^ I � . I . . . . 0 . . .0 . I- ( r . . I . - � 1. , I � . - _..0 PSI . . � low head head run -of f and erosion. Provide a,one cubic, f ilter . . I � . . . I. . I I . � 161. � . , . . I . . . . . . . � . . . . Nor/7 , . I I . Irrign-tion wire Lo \AA1tL_V PE.- � D E71 A I 1__�' I . . - covered gravel sump at each drain. Minimum 2,drains per - . � . . . � I 1. . rft%ftL_0f I . I . . I . I � I . I . . � . . , f abric � I I I I � . I , .1 . I . I I . I ,� I I I � I � I PVC . - .. I I I I . I . � 1. I . I I . I � � r-_�:, - . . . . . . . . � .1 I I I . . . . E], m ng Irrigation Notes; numbers 11 3s 41 5i , I I I Li I . � I . . . . . . � . . . � . � . . � I . . I I � . . . � . I I SLEEVE . . . . I � . . . I � � I . . . . I I . I . I � . � . . I . I . - . I . . 4 .6,.& 7. . . . � � I . I 1. � I � � . . I I I . . , ' ' I . . ". . I I _. I I I I . er with "as built" drawings and operatorl s manual . . . I . I . I � . � . � . 6 I I 1. . � I . I - � .. MaIn'line or I . - . . . .. � . I .1 . upon completion. Instruct owner as to proper winterization. of - - . � . I . . . . . I � . I . . I . . I . . . . I I . I � . � . I Lateral line pvc oil - . . I : . blow out) . .. . . . - I . �_ I . . . � I I . � I � . I . � . . I I . . . I � . . . � . . I . . I I . I . . . I , . . I I . I I I 0 1 . . . I - - � .11 . . . . . . I . . . U . . I . - I . - L I . . . . . . . . � � . - 1 20. Entire d electrically and run thru one I . � . . . . . . . "I . I I . . � . . . . I . I I . . . I I . . I . continuous operational cycle in the presence of the L . . . . I . - . . . I ,� 0 �_ I . I I I I . ' . . . - . � . _. I � I I .. I - I I . . I - . . . I Designer /Architect or owner and provide complete and . . I . . I I . . . . I . I I D . � . � . . . . I . . . I . � - I I . = I . . . . . � . I . I . 11 .1 . I I ' . I I I I . . I I I I . � ,acceptable coverage, .acceptance in writing will start warranty . . . � L . . I I I I . - I . U � . . � � . . �. I . . . . SLEEVINBU DETAILTYPICAL) . I I . . . .. I I . . . period that will include one activation and one deactivation of . I . . � I Ix . I I . . I . , � . . . . 11 � I System. . . . . . . I t 1�_ .W� I . . . , -�',' ,% �� . . � . . � I . �, . .1 � �. . ' . . I - . � I . . I .1 . - I . . . . . . . � � . I � I .< , . I'� � . ., . . N � � . . L I . I . . . . . I . . not to scale . . - . . . . .. . I I . I I . . W � . I . . . . I . I � � . I I � - I � . . . � . I . I . . . I I I I . . - . I . I . . . N . . . � � I I . . I I .. _. .. . .. I . . . . . . � I . . I I I I I . I . . I . . I . . I - . � . . . L � . I . . I I I . . � I I � . I � . 11 . I 11, I I � I . . . . . . . I . . - . U . - . . I . I . . . 0 1 . - I I � I . . . I . . I I � I � . . I I � I Z . . I . I � . . . . . . . I . I . . � I I . � 1. . . I .- � . . . � .. . . I � . . . � . 0 i . . .. I I � � . , I . . I . . I . . I . . I I I I . . I I � � � � . . - I . . . I I . I I I . . I � . . . :141 Z . � . . . I I - . . . . I I I . .< < I . I I � I . I � I .. . _J � . I . I . I . I I . � � . f- __�___--------__ __ 11 I I .. . . .. I . . . I . mi 91,� . . . . . . . . � . I . � . I . � . . - I L . . 144 I . � _. . � . - . . . I . I . . � I I . . 1=1 I . I - I . . I - . L. � I I I . I I . I . I - . L .1 I I � I I I . I . . . . I . ' (� ch .. I . . � � I . I I I . I - . - . � . /I . . . I I . � . . I . . �. VERIFY.MINIMUM 90 PSI STATIC PRESSUREAT POINT OF CONNECTION. - ' NOTIFY, . . � W . . . . . I � . I . . . I � . I I * � I I I I '. . . . 1. . . . I I . . . . I I . L . I . . I I . . . I � LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF -WORK. I W . - . I I I . . � � � I � . I I . I I �.,_ . . . . � I . . I I . I . - . . . � . I . � . . . . I I � � . . . I .. . - . . I (A -, , .- 1.11 . - . I . I I . - Z p . - . . . � ., . I—— . � - -, _ �"'_�_.__,_:��Af__ _ - --.-.-- _' 1. __ I � --- _ ___.. _-1 . .- . . 1. . . GENERAL- NOTES: I . . I I . . I - . .. - . : -__ - ' � -7.' - . . . I . . . . I �. _... , 11 . � I I . . . I . . 0 U, MAIN SUPPLY. LATERAL - MAIN SUPPLY .� _�-' * , � . � - . � I � I . � . . � � I.. . . � � � . L � . . � I . (A W AND WIRING . � . � - �.. I - �� - LATERAL .' - . 120 VOLT . � WIRING I � I . . . . I . . . . . . . . . n u or two s e 3/411 . W. �_ . I 1- -�. I . I . . . . - . . . - - I � . . - . . '. . I . I . I . . . � I I . . . Z . . . .. U* .. . .. � . . 1. � . . I . I . . � diameter.' . . � I �. � . I I . I . I .< U_ I L . . . .".. � . 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I I . . r -IN 92041 1� I I/-- SHEET TITLE `� � UNDERGROUND I SPRINKLER SYSTEM I I, - I ta/t1F,RE sit�W�C occt�s bb Y (Q -Q) COAJCRE746 CURB AAJD CUTTER C ciry of©,yov�xs) 42tAGtE7'E C44e® 11 L�ttOSG�t1b � 1 !4V D/AMEMA ti "VA416ED SrLEC. /'!PE SLr IA1 t• ' p^' LTJ � n O !yRAD E' A 7-D �{l.S 3 S IT'D I►YOrl�ta p10" NIP /gfU7'i�'It(TwA1V S�1 I .qtr- r1VA W -O" Srluz I .SIN ' s ° �• I1 A -A , CART STORALU AJZ" WITN COVCLETE &AA®A- I GIIIG A1?Af4Psdt/ (Tt+PICAc ) �, �►,� •e iffol A6: A 4"'wm 114 toll^ s r�eFFIG [IUE vEucw- 'r7 — A t &I I I A o%ol-A • & . i —O IAA AI/ •• I. - CURS PLANTS o s a7RiPe REMOVE CURSCUT, INSTALL SIDEWALK TO MATCH EXISTING. SEE DETAIL D -D. ,f6W E AfVaP.4Arr t - E fcl'4141e, p4c* A ! ` 64F 0_15rawop AAQW7 IA/ AGc DAA wrr// crry 410or � S•rAAJPAI9P5. RELQ;EITL R�WEC' RX� � CLitIIC. S/•C�Eit,G4l.�t:. 1�2K Mae P" coy Pao */. �v\t i 1 � I1 I } 1 i 1 . 1 AL 8EJZ T50A 8 5-roeE r— SEE DETAIL (C -C) & (D -D) FOR SIDEWALK,. 1 GUTTER & RAMPS TO BE INSTALLED. REMOVE EXISTING CURB, CURBCUT & FOLIAGE. � INSTALL NEW CURBCUT AND RADIUS TO MATCH REMAINING CURBING. PATCH PAVE TO EXISTING GRADE)' _..._...__...._........... m I 'C ,r jl ri t Dl�lgl ,P r;ARX1A 657rAU •`S�/�?E�L' ,. INSTALL NEW ISLANDS, URB PLANTER DETAILS FOR EACH & SIGNS. ,. SEE C+� �� . ,, L . q ~ h o 1 1 j i ti 1 SEE DETAIL - GUTTER & RAMPS TO BE INSTA R SIDEWALK, \ N i E REMOVE EXISTING CURB, CURSCUT & FOLIAGE INSTALL NEW CURBCUT AND RADIUS TO MATCH ► REMAINING CURBING, PATCH PAVE TO EXISTING GRADE ' 1 ASPHALT WALK C .IevgL,iC '- -- — — — EXisTiv� tAv Z' Tu a DMA OFOR670 11Z� III ? � I'm NIS %j ov WMft/'CD �a aFIX took I �, Nil Sv. TYP. fX 5711,16 GU*05 ©CTAILI CAST IAA f Aq E ACP MIUEWW : 1 Z30 T" STREET 5.W. ISOWMIC vow Slit R/wlP 0 (a'WIpa 151pawW►CK Z** S E 6UTTElC SECTION • p %fi 1 N TRAFFIC ZOAP Xl VEklAY ACCE-55 G—G i FDAr10/tl DS W iV MUNICIPAL AGENCIES Sewers: Water: Gas: Power: Telephone: Storm Drainage: 1 I City of Edmonds Department of Public Works 200 Dayton Street Edmonds WA 98020 206-775-2525 Olympic View Water District 23725, Edmonds Way Edmonds WA 98026 206-774-7769 Washington Natural Gas 815 Mercer Street Seattle WA 98109 206-622-6767 P.U.D. No. 1 of Snohomish County 21018 Highway 99 Lynnwood WA 98036 206-670-3200 GTE Northwest 1800 41st Street Everett WA 98201 206-347-6400 City of Edmonds Department of Public Works 200 Dayton Street Edmonds WA 98020 206-775-2525 SCOPE OF ACTIVITIES - MODIFICATIONS TOTRAFFIC GUIDANCE a -- Curb Planters Nos. 1, 2, & 3 Relocate & modify as shown Driveway Access Entrances A Remains undisturbec'; B & C Modify as detailed D Construct new entrance as detailed E Delete existing entrance & replace with curb and sidewalk to match existing to north & south of entrance.. Reshape are between sidewalk and building as indicated on Drawing U71. I Channelization 100th Ave. N. Remove existing asphalt island and curbing Install buttons and striping i Refer to Drawing U-1 regarding: i -Scope of Activities - Modifications to Utilities:,&.Storm Drainage Sequence of Construction ALBERTSONS, INC. 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