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110 MAIN ST.PDFiiiiiiiiiiiiii 11927 110 MAIN ST T•- E T ILE jAi,4 STREET USE PERMIT APPLICATQ.;_: T_ NAME OF APPLICANT: LCM, Land and Construction Management, LLC NAME OF BUSINESS: Same MAILING ADDRESS: P 0 Box 100. Edmonds- WA 28020 CONTACT PERSON AND PHONE NUMBER: 1�ra � -1-10 - (13 2 ADDRESS OF PUBLIC USE: 110 Main Street Describe the public place or portion of public space to be utilized: see attached Specify the type of use desired To overhang the n1antPr/d�r1c qqnprjj-)Jjpq qnd enty awning into the city right of way Specify the length of time for use: indefinite IV07'1:: The issuance of this perniii i.c undet:ctoocl by the opplicaN lobe of a levnpurart nalurc am1 !hn! no vested right is granted. INDOM117F: The applicant underclandc and by his1her signature to this application, agrees to hold the City of Edmonds harmless from anv injuries, damages eu• claims of anv kind or description whatsoever, fiu•eceell or unjiweseell, that may be made against the applicant or the City of l:dmonde, or anv of itc departments or employees. incholing bill not limited to the defense or anv legal proceedings inchidhig defense costs, court cost.,;, and allorneyfes by reason of granting this permit. In addition, the application m,derctands that the Cily shall be provided a Ceriijicate of lnsuranc'e to indeamity and hold harmless the City of Lihnondc fi•onr all claiins and,'or property damage, and namilzg the Ci(v of Edmonds as an additional insured CODE;IPPLIC.•1770AI: 13v signing, the application below the applicant irarrants 1l,nt S.he has read or had the opportunity to read Chapter /8 of the Edmondv Conmmnil , Development Code and s.l,e wafer •tonrlc that all terms of the adopled ordinance are incorporated herein 7is, ifsel f,rth in frdl and this application and pernrit.c theref u•e'are suhject to the terms of that Chapter. / / SIGNATURE 11114,"V-j Martin d./SpayforA, PIember LCM, LLC TE / /�_ll; STRUSEHO.DOCJLG/2-95 SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable, if the street use proposal directly impacts any adjacent business or private property owner the applicant must obtain written approval from the affected parties. This requirement is evaluated by City Staff after the initial submittal of the application. Signature Ad Signature Address Signature Address Signature I Address DO NOT WRITE BELOW THIS LINE --FOR CITY USE ONLY Planning Division Review: ADB# Approved By Date Public Works Review: Approved BykDate Fire Department Review: ApprovedIB _ Date l_� J� Police Department Review: Approv _ Ct: _ M,�X Date Permit Coordinator Review: Certificate of Insurance Verified J'- Engineering Division Review: Bond Required %- _Amount Approved By_� Dated Remarks or Comments: PERMIT # %L _� DATE OF ISSUANCE_ RELEASED BYE STRUSEHO.DOOLG/2-95 Exhibit A Lots 13 and 14, Block 2, Plat of Gephart's 1 st Addition, City of Edmonds, State of Washington, according to the plat thereof recorded in Volume 5 of Plats, page 43, records of Snohomish County, Washington. ISSUE DATE (MMIOOIYY) AOMM IL Ribble & Prentice/Western P.O. Box 3467 Bellevue, WA 98009 (206) 454-2445 NSURM Land and Construction Management, LLC P.O. Box 100 Edmonds, Washington 98020 �U1IIrV4+».- 1/11/1996 :<?K•y....:, _-ru ..: '•::. : Y•a'b.,,;,::.:atwa.Yicc6wk.x'---a�bs!6a?51:.isaY•'•:iiaSvaaA .....:.................. . . ...................... THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. ............ _.......... _.......................................................... COMPANIES AFFORDING COVERAGE LcOwmy A North Pacific Insurance Co COMPANY B LETTER COMPANY C LETR31 BUILDING 1995 ��iaw�: r•'S'Ak.•..Y�^^Y:aba..w..w::...::^.,.:..w:.:,..;;Y-�::XU.`.:::.:Y:::oa., ate.: -.w.eau.»::.x.:aa.:�: r:..wa.....-:c,,.�.,.NV.�.....,.... .. _ _ - ISSUED To THE INSURED ED ABOVE HIS IS 70M. CERTIFY THAT THENDING POLICIES ANY E OF INSURANCE LISTEOR D HAVE ANY CONTRACT OR OTHEER DOCUMENT WITH RESPECT TO WHICH FOR THE POLICY PTHIS ERIOD CERITFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS:.................................................................. v................ OF 118UiiMICE..................,...................Y I1lJ1�BHi ......................... ' :POLICY EfiECTNE POLICY E7PRATION L,,pig TR: DATE (MM IDC" DATE 00AID�M ..................................................................>............................................... ...................................................................i...................................... ` GENERAL A0GFtEGATE v= .2./..O.00.I...�.�.� A DBNBIAL LNBLTTY.................................... " PRooucrs•coMP,oP ADO. 4 2, 0 0 0, 0 0 0 % ' Cpa�CwL c�Ai UABAM C01136235 .. . PETSO & a ADV. NAW _ ... .. O 0 0 0 0 0 _ CLAW MADE % � 12/06/95 12/ 06/ 96............................. .. ........ % : OYMIBIS N4 CONTRACTORS PROT................................................EACH OCCURRENCE :........< io........ S to Ga ; FfiE oAMAGE (Arty am ate)) a ......... 5 P1.900 :....................P...........P......................... NY MED. oweM (Aam Pawn): s 5,000 •..................................................................}................................ J................................................................................................................ Y................................................................... COMmED SWGLE ` AUTOMOBIF LIABIJTY uM,T $ 11000,000 A ura ANY AC01136235................................. ............................ Y .PYftlll) ......o........ 10 6 9 5 12 0 6 9 6 wIIRY eoDLY s 2 ;ALL OWNED AUTOS / / / / SOIEOUIEOAUTOS ' ...................................................................................... BODILY MLIIITY i HFiED AUTOS : (Paf a�0 t % NOlLOYMNED AUTOS}..................................................................................... :........< QARAGE LV<BLITY : PROPEM DAMAGE ':................................4...................................................... EACH uMBRELLJI FORM ECLt 1T 13 �12 / 0 6/ 9 5 12 / 0 6/ 9 6 AGGREGA s 1,000,000 EXCESS LNBIftY Ag : ......................................... :.. OTHER THAN UMBRELLA FORM ' ... ........ STATUTORY LIMITS YVORKER S COMPENSATION ? :.:.:...:..................... ...... EACH ACCIDENT : t ........................... AND DISEASE - POLICY LIMB : S i....................................................................................... EMPLOYE W LIABILITY DISEASE - EACH B.wLOYEE ; S OTHER .......... ...................................... ..................................................................... DESCRIPTION OF OPERATIO14000ATIO4SNBUCIF,SISPECIAL MEW Re: Street Use Permit for indefinite use of the right of way to over- hang an awning and deck/planters. The City of Edmonds is named as an Additional Insured but only as respects to operations of the Named Insured erformed in their behalf Per attached CG2013. _:....:�.._ �;.,. ,.ro;::GANCELLATION:> . . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO ;v MAIL 4 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE city of Edmonds :K:` LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR ?• LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Building D1V13iOn 250 5th Avenue North `AUTHoalan REPRESENTATNE Edmonds Washington 98020 Land and Construction Management, LLC POLICY NUMBER: C 0113 6 2 3 5 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR POLITICAL SUBDIVISIONS PERMITS RELATING TO PREMISES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE State or Political Subdivision: City of Edmonds Building Division 250 5th Avenue North Edmonds, Washington 98020 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS AN INSURED (Section II) is amended to include as an insured any state or political subdivision shown in the Schedule, subject to the following additional provision: This insurance applies only with respect to the following hazards for which the state or political subdivision has issued a permit in connection with premises you own, rent, or control and to which this insurance applies: 1. The existence, maintenance, repair, con— struction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo— sures; or 2. The construction, erection, or removal of elevators; or 3. The ownership, maintenance, or use of any elevators covered by this insurance. CG 20 13 11 85 Copyright, Insurance Services Office, Inc., 1984 0 10-7 CITY OF EDt eS PROJECT E Mooring Float at Ferry Dock ENVIRONMENTAL k:::;ESSMENT DATE SUBeTITTED .tune 13, 1980 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 Area N/A Soils Type Limitations Description of topography (% slope) NOTE: If grading or filling will Grading: Estimated cubic yards exceed 500 cubic yards a grading and filling plan must be sub - Filling: Estimated cubic yards mitted with the application. Estimated area to be paved (including buildings) Estimated area in open space (pervious surface) 2. WATER Stream - Estimated flow (cubic feet per second) N/A Will stream be altered? If yes, to what degree? Other water bodies? Possession Sound Impact on storm drainage Method of handling runoff, Adjacent to shorelines zone? YES Within 200 feet of MHHW? YES 3. VEGETATION Type and approximate number of trees N/A Minimum diameter of trees to remain % of trees to be removed Ground cover Proposed landscaping, if any % to be removed 4. EXISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT: Single Multi - Vacant Family Family Commercial Other North Ferry Dock 5. CIRCULATION Estimated increase in auto trips daily Availability of public transportation 6. AREA OF IMPACT Neighborhood x City-wide Regional 7. EFFECT ON AIR QUALITY. NONE S. CHANGES IN NOISE GENERATION NONE (11/78) r Reid, Middleton & Associates, Inc. Engineers • Surveyors • Planners June 17, 1980 File No. 3.82 Planning Department City of Edmonds Civic Center Edmonds, Washington 98020 w.. Re: Application for Shoreline Management Substantial Development Permit for Port of Edmonds Gentlemen: Enclosed please find an application for a permit for a proposed mooring float, ramp and piling for the Port of Edmonds. Very truly yours, REID, MIDDLETON & ASSOCIATES, INC. John 0. Olsen JOO:bb Encl. cc: Port of Edmonds 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434 i DESIGNATION OF AUTHORIZED AQ.NT I hereby designate 0 as my authorized agent as stated in Item 5 of the Application for a Department of the Army Permit (ENG Form 4345). is authorized to sign the attached permit application for a Department of the Army permit and is further authorized to act as the permit application coordinator to include agreeing, on my behalf, to any special permit conditions that may be appropriate. It is understood that this designated agent cannot sign the permit on my behalf, should it be issued. DATE XgJI HATE 9 /9�'0 NPD 289 (Replaces NPA 5, Aug 76) Oct 77 (Previous edition may be used until exhausted) A scant, Chair an, Port of Ed onds *tior �C. ize Agent and Title i N o F 0 � LJl1.IGWh�LLS � DOLPHINS �a T1ZA?-1SFr-Z- T37-1DGr- 1 P1ZOF'OSED FLOAT 1 LJ17H PillAlt-11G . 1 p C-O I�OSSESSIO /%A0 PUOELT SIT E L P+T ` 4.1'4EY 49" -- LDIJA�DS �O� ` PSI IJT. V ICINIT\ MrAP 1 o I SCALE IN STATUTE MILES F�� / F1L01✓I SMAt_L Lti:Af T GHP% T — Ar \ E� a,� /' I►.11.lElZ H��aor�/�, �A� Sr e r o/� x g� A�c.Ez S mom SLJWSCT A\IE..TOQAMP \" 2 100 0 I D O SCALE IN FEET ti SED CAMP. PU►ZPOSE.: Rrcov�oo -ro i LOMKAr-T-LIC\L VT-7-7-Y. DATUM: ►AF-AN LOIJEM LOW LJATr-Mr 0.0' 3OUNOIT�IG� AQE Ihl FEET. FEDE2A1_ ►-IAT-MOIC U WI S AV-7- E1TaZUS"W ADJ�ILENT Pti'OPE�TY D,LJNEES: 1. CAT-( OF- EOfv C)V-JO5 . 7- 4N►JDEeSf>1J MAi'_IAJE SE�VILES_ 0 P20POSED MOOv-IIJG FLOPAT CAM P ,�1�1D PILING 1!J P[OSS�.SS101J •S OUMC:) , r-UGL:T StOU1�1� AT GOMC�IJO� _ LOUWT`( OF S►.1D1-IbMISH, -.tTAT1= C7- LJA161. Qr��LIGAT1D1�f IIY: FP O IE'T O F E-D M O m c) m) 4Sam ADMIrEAIr IUA�f E�ML�NDS Wily. 'ENtNO'L.O SHEET 1 OF 2 DATE: --), JU"E 15a0 DECLARATION OF RESTRICTIVE COVENANT CITY OF EDMONDS 505 BELL STREET EDMONDS, WAIV99O r1S, TirM, Land_anr] Management, T.Tr are the owners of the following described real estate in the City of Edmonds, to wit: Property Address: 110 Main Street, Edmonds � WA M c Cn c o x. Legal Description: SEE ATTACHED " Exhibit A" I S N 0 z � Dc o GJ _o Tax Account Parcel Number: 4548-002-013-0002 WHEREAS, the above named owners are desirous of imposing a restrictive covenant upon said premises in compliance with Section 19.00.040 of the Edmonds Community Development Code. WITNESSETH: that for and in consideration of the premises, the above named owners do hereby declare and grant to the City of Edmonds as Grdntee the following restrictive covenant, to -wit: hat at the time of the execution of this Covenant the Grantors havgreed or the Ordinance of the City of Edmonds provide that no building for multiple family housing may be erected on subject property containing more than �2 — units. *r See Addendum A Said Covenant shall be binding upon all present and future owners of said real estate and their heirs, successors and assigns. Grantor STATE OF WASHINGTON) ss. COUNTY OF SNOHOMISH) On this day personally appeared before me ��Ytln' JT coda.I�GI, e�- ___ to me known to be the indiv Idualydescribed in, and who executed within the foregoing instrument, and acknowledged that•t144'signed the same as tlfree and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this %®r o '��'Lt , 19 el �t S$10�Fkc;="- Nota P 1 in and for the State of V`hm n r siding at RESTRCOV.DOCdi''�`�.d%, _•.'.�r�i Pa�E 1 ,. ADDENDUM A Grantor (City of Edmonds) does hereby acknowledge that in the event that the allowed density of multiple family housing increases to this Parcel that this restrictive covenant shall be allowed to be modified to reflect the new density. It is agreed that the Property Owner and or Future Property Owners shall be allowed to amend this restrictive covenant to reflect these conditions. v0L. 3'21101PASE0 '7 18 CA FILL NO.13 Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: a i n Main St rPPt 2. Property Tax Account Number: qS At g -VOL - D/ 1 — O DO ?-- 3. Approximate Site Size acres orsquare feet • 6,490 ft 2 4. Is this site currently developed? x yes; no. If yes; how is site developed? R„ ; i rl; n q ( win d F r amp) .5. Describe the general site topography. Check all that apply. RFECEIVED JUN 2 2 1995 PERMIT COUNTER Flat: less than 5-feet elevation change over entire site. ,l Rolling;;;rslopes on site generally less than 15% .(a vertical rise of 10-feet over a = horizontal -distance of 66-feet). t.°Hill 'U. ; sloPes P resent &S' ite'of more than 1596 and less than 30% (a vertical rise Y� . ,. of 10-feet over a horizontal distance of 33 to 66-feet). Steep:. grades of greater than 30% present on site (a vertical rise of 10-feet over a t.. tiorizontal'distance of less than 33-feet). Other lease describe): 6. Site contains areas of year-round standing water: no ; Approx. Depth: 7. Site contains areas of seasonal standing water: n, ;Approx. Depth: What season(s) of the year? 8. Site U in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? no N► Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ;mixed urban landscaped (lawn,shrubs etc) x . I i s -:Obvious wetland is present on site; n �: � �� * a��R}�erv01�t � xsv y. n'�s�'.t<�.'f� rt�tlkh�� •iiA ': v,' � f p ;� .,�j: ate. ! S: � ;�:�'a+ �fxF �.,;;� .�t„�''3,'.t�''�`�-- - +� �r�7.Ausl+A•.'=%l-d fr :+�,c < <,. -�... s'Af^e,.a ,�,'.: .,, , a .. R.• . .. �-p...�,. ...._ � a'��3c-N.i'wl�l�" ,,'''.Fi'�r R`v~r �9 � ._ «, .`�. A ! Y • . +A" ��. fj�,y,' l+I?'� aY a. �s .y�tS., �li,�� 4 {j{,' 4.�,' 4 .q. P _ .� .(. J !I`L4 , N%,.• `, n- o l i` Y c Z S 191- City 'of Edmonds Criti'c'al"%Areas.- Checklist The Critical Areas Checklist contained on and submit it to the City. The City will this form is,,tqbe, filled.out-by any.persorf-, .,.review the checklist; make a precursory site preparing a Development Permit visit, and make a determination of the Application for the City. Edmonds prior, W-IJ11; - , _.-. . �I-subsequgnt steps necessary to complete. a_. ­ . I I to his/her s4bmittal of a development - �, ; - - I development permit application. permit to the City. mrith a, signed copy of this the The purpose of the Checklist is to enable' applicant should also submit a vicinity map City staff to determine whether any or plot plan for individual lots of the parcel potential Critical, Areas are or may be with enough detail that City staff can find present on the subject property. The and identify the subject parcel(s). In information needed to complete the addition, the applicant shall include Checklist should be easily available from other pertinent information (e.g. site observations of the site or data available at Plan, topography map, etc.) or studies in City Hall (Critical Areas inventories, maps, coujunction with this Checklist to assist or soil surveys) staff in completing their preliminary An applicant, oF-histhii"representative, assessment of the site. must fill out the checklist,--sign"anid date it, I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Applicant Representative: Name Street Address D.A.I.e A. Kramer Name c/o Boateng & Associates-,, Strppt Street Address City, State, 11P Phone" Merre'r City, state, ZIP Phone -236-62 Signature' Date S rtul� 6 Date W: . 44i 14" overhead telephone pole 8' north. 20' high dh power pole V north, 3W high 110 Mein Street retainir wall ferry holding lanes Legend n o underground storage tank &B-3 soil boring Boateng & Associates, Inc. BOOS S.E. 28th Street Mercer Island, Washington 98040 (206)236.6231 ENVIRONMENTAL SCIENTISTS -K z espresso water line not to scale Figure 2 Site Reconnaisance Map Note: This is not a survey map. 4 Edwards,;PQi4.- N 2000' 1000, 0 2000' approximate scale in feet mmBoateng & Associates, Inc. 8005 S.E. 28th Street Figure 1 Mercer Island, Washington ON40 (200)230-0231 Site Vicinity Map ENVIRONMENTAL SCIENTISTS I Sources: USGS 7.5x15' Quadrangles Edmonds West, WA, 1978 and Edmonds East, WA, 1981. -k PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Inspector Owner. M Plan Check No: Address: % 1 117 iU)fi 5 Date: `( `� �►� After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 1830.030d) 5. NO WORK SHALL BE DONE WITHIN IS FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGi TUNES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830) 8. Repair or replace all defective existing sub,, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staffto determine the extent of repair prior to issuance of the permit. (ECDC 1&90) 9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14% Waiver granted to °/a (ECDC 18.80.060D) . 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is requhv& (F,CDC 18.80.060c) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 1830) 12. No burning of construction refuse without a permit from the Fire Department 0. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.20) 14. A back water valve is required if downstairs plumbing is below the elevation of upsinant manhole.. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC ILIO) 16. Connection to the City sanitary system Is required. A separate permit Is required. LID#Fees pall: Yes Na Charge 18.10y ; ESR- l2� s�•� f�e�r� i C�ti��Drz-F-�b 17. Underground wiring is required on all new construction, and for additiotL alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 1im) ,-D0`t. STREET PROJECT REVIEW CHECKLIST PROJECT NAME:S/tAi,27' 4r-Xgiti C(Lx%7 - PLAN CHECK #: PROJECT ADDRESS: //(; )%VA i,u ,� j RECEIPT DATE: /C.) EVIEW D BY: (Initial/Da e :: PLAN: WATER COMMENTS FIRE ._ : BLDG. SEWER. STRE :. ENG. u•' f' conditional Use Permit �ADB Requirements ...�p; Underground Wiring Required MIEV;M' W, �zlffl "l, I VA OEM" E X Lot Slope Fi..+.Y',5'..'-W'i Y` • : �.'S.Ri'l:.0 A4606-� • • %:ajj;fY.':+i: '-Y'ir{•%; 1. {.�Srf Tree Cutting Plan Fla-USubdivision Requirements •uit Claim/Street Dedications YM2' , 'ter vyvn>',,{{.w.Yi.{;}'fnvti }tirluJ:::...yY„}>i{`{.�:'f•'. +iSit:ti.'i?Gv: iii+tTle �W':{i?++��n'•^l J rnwhv,�+h„vi•';:. y Yf 00 Yl�i4:44:::uiY6:� liTSi6Yn6i.CY 'Rf'.+O mfflM- MINN ,Drainage Plan (On -Site) too EZ E. ME—W.-MIMEM Set• Storm i TN..:v..'}P� :}'iYY}{{•${•:: ..:.L:a�'L%CcG..1}'{: %;?� %•r}:•:!}ijF� f,J.j:l..,j}:.y,{•;; ! »;f•:,v,'6 n::a5S.F%,fU:�i.{� 'YCQ% X: Ri+SG. • • • g +•+ Y"�v >v,•:a }{1'fti+}f}: r:j%: y,Y{,:wn;: i�%"'9d Y.•„ F :>: i;; j;^a^; g';•.'c:2j' ��-_ Required ^'t}"'j�'t`, ft+.F}:'`"..?:7:..`:^,wfl'r 2ttIR MRO-_ Culvert Size • • � • • • • cr;?ja?c:'Y./•'>'Y:x7F �2y.�,;YW.�•j�kj �1/{t/'-'r�;�>.�rj j'rX• ' �Fi45�i MTa^'•:".v. .: nv' j�%tj.+i.���j��-� lw4r.'J�. A '�%f.Ct4C / Catch Basin Required je�� • • Y1yfsj V 9 ` -® Sidewalk Required • • • _ •. - __- �� �n�i¢,:���'air'}i��,fj`Xtr�.::°>'w fir, yy' m mom :Street Name Sign Reguired MIMS. G}v 'Other Signing Required FEMA Map Check/Water Table v'.Eysfl, ayij <+.`•gf:!;y'<yg,(°°°A°+S? o. XbY.WC>>f�A'l.J.G✓/>>'/i/Fi•LPi �f.LCbAii 'J �40Cd'A die': �R fnn�`'.Pa'�iLt::iS'a4i:i.^.•r..v}:.iie �iL,'i4d� f: ,Create Street File Ifs w4 �Pr�� Oh(ii✓m% �$`hLCY�} � •'. rU. :�Of� Existing Water Main Size NY • • • C: •J}ry+ {j �{t�:{y4:++,(;'{?:•i'f.';4�i'!iii.^;. nK'hn}1•'f.•n'aY , {:i'fl '4}�'fn'{�afir'!:� � .�^ �/,. �(R��C>:+:ttiiY:' S'riSti J.{��'+.�W �Hy• • • $,�.;}!;^% ice• 'f''f, ''•� Ste:};^.':i".4+b ':. \{.`�o` cL.L.I f • • #+Y `h}:a' ti+ +ri<F�.�- t;Y3 .'1^ .'2::�`•Ri•_n Y {w{, a.:.;; •: M ro' ' ;5;+' �>z.z Street Cut 01��MOM MON iscellaneousIMMIAlmmmm-mmol Reviewed By: FIRE PLANNING FILE:DATA123/PROJC TUFT FILE EN INEERING aR .CEi��� JAN 23 1996 R[so �F (05"� ,w PUBLIC WORKS.*-.• TN �►�: C I TII�ICAi'E 0 . _ ! OATS O �U party /YV) 1, S S. �AlX � ISSUE 12 / PRooucoi ... .. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND Ribble & Prentice/Western CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P.O. Box 3467 POLICIES BELOW. ...................................................................................................................................................................... Bellevue, WA 98009 COMPANIES AFFORDING COVERAGE (206) 454-2445 .................................................................................................................................................................... ' OTTER"" i LETTERA North Pacific Insurance Co ................................................................................. . .. ......................'•: ............................................................................................................................................................... LETwR g NSURm i Land and Construction ....................................................................................................................................................................... COMPANY C L�'E'I Management, LLC } P.O. Box 10000WANYp .................................................................................................................................................................... LETTER Edmonds, Washington 98020 ....................................................................................................................................................................... COMPANY E LETTER :COVERAGES ( ....:• :. ;,; ..• ::;: :,: ?: ` �>?` ? k'!K<I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SIIOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. :............................ ............................................. .... ..............................I.............................................................................................. CO TYPE OF NUM"CE POLICY NUMBER Lyn: i i POLICY PtFECTIYE ;POLICY EXPOLATgN ; Lam i DATE MMD/NY) i DATE (MMAD" E.......................................................................................................................... A E i 1 GENERAL AGGREGATES i g i COMMEACUL Gt3MM LIABILITY CO1136235 ? i PRODUCT9•COMPA7P AOG.•••.• •�>f...... t..000� 000 T.....>..I........i :........: > aAMs MADE R • occLlR.: ........................................ .. ...� g g 0 00 !1 / / / PERSONAL a ADV. NJURY 2 06 9 ; 12/ 06 �......... 6i••EACH•OCCLh3iE?ICE •3;.• i $ : OWNETT'S a CONTRACTOR'S PROT. i :........; ................... .............. ... O.t.O OO OSO ��...... St0 c3a ` ? 1 FEE DAMAGE (Any arm M) t$ OOO ..............P...........P....................... i ................................................ 6.. ..c.. MEDEXPENSE (Any arm permn)*8 O O o............................... ................................... ......i ALITOYOBE.E .LIAliRY .............................. ................................................................... >........ ................................ _. .......................,t.O : COMBINED SINGLE j A'•• s ANY AUTO C01130233 LAIR 1 1 0 0, 0 00 t ' t ALL OWNED AUTOS 1 ; . .. .................... ...................................... 12 / O 6 / 9 5 ' 12 / 0 6 / 9 6 GODLY *WRY j� SCHEDULED AUTOS i i i (Per perms) 1 $ NEED AUTOS i .......................................... .................................. ...i: :BODLY �........; i i NON -OWNED AlIT08 : i me" i........� i GARAGE LIABILITY i i = ` PROPERTY DAMAGEa ........ ......................................................... .................. ...... ..... ....................... EXCESS LIABLm ............... ........................................ ........... ;EACH OCCUFiENCE 000 000 A$€ t>MEIRrlu► FORM ECL11719 ,....•1 12 / 0 6/ 9 5 12 / 0 6/ 9 61 AGGREGATE : 1l 0 0 0G 0 0 0 , OTHER THAN UMBRELLA FORM 33 3 WORIaml COMMISAT10N A STATUTORY lMlTs (( f ....................... AND i EACH ACCIDENT ENT '....................................... 1 EYPIOYlRf LIABILITY 1 D ISE SE - POLICY LIMIT i! ................................. ....................................... ` ' .......� GISEA4E...EAG1 EMPLOYEE 2..................................... OTHM : E j I I DESCRPT1pN OF OPERATpN91LOCATIONSTEM ICLJES/SPECIAL REJL9 I . Evidence of Insurance - Contractors License !state of Washington/Dept of L&I Contractors Registration section P.O. Box 44450 Olympia WA 98504-4450 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 2 MAIL 4 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE i LEFT, BUT FAILURE TO MAIL SUCK NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON T4 COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED MfflE9ENTATIVE 0 tu [GATE (MMIDD" 12106193 ....... .. .. ... . . .. ..... .. . ... ... ... ... ... ............. . ....... ................................................ ,,IS BINDER** IS. A --TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE BIDE OF THIS FORM. .................... I ................................................................................................................ .............................. Nonh Pheyk Insurance iefferue Western Inc ..... ................................. ........ ................ ..... .......... amm )rIbble & hvntlee ............ I ........................... ......................................... ................................................ DATE Tw DAT1111 Tw A 0. Box 3467 i X AM f Bellevue WA 98009 12106195 12.01 It * ...... PM 0210 6196 .. ........ ....... .................. . THIS BINDER 19 ISSUED TO EIMM COVERAGE IN THE ABOVE NAMED cooK SUIII-COOR COMPANY PER EXPIRING POLICY NO: 5127-40 ........ .......................................................................................................................................... DEWROYMN OF OPERATION&NIHMILESIPIROPERTY (Incoift Loesibn) ............................................................................................................... INSURED ......................iGenerat gultdfng contractor and Land Development. Land and Conr&uedbn Management, UX 1110 Ddfy Mee Edmonds WA 98020 ............. TYPE OF INSURANCE PROPERTY CAUSES OF LOSS ....... BASIC ........ BROAD: .......... J SPEC. ...................................................... . ...... .. .. . . ....... ... . . ........ . . ...... . .. COVERAGE FORMS ............................................................................ 1 09711MAL LIAIIHIM COMMERCIAL GENERAL UABLITY CLAM MADE i X OCCUR x 64i69 a CO NTRACTOR'S PROT. X:: STOP GAP ..................................................... RETRO DATE FOR CLANS MADE: AVITOMOBLE 11.11ABL"T ANY AUTO j ALL OV61" AUTOS i SCHEDULED AUTOS .... X.1 HMO AUTOS AUTOS GARAGE LIABILITY w`ur- DEDUCTIBLE COLLISION. ......................... OLNTHER THAN COLABLITY i UMBRIUA FORM OTHER THAN UMBRELLA FORM WORKER-S COMPENSATION APO EMPLOTIMS' LLASIM" ALL VEHICLES FEW DATE FOR CLANS MADE: SCHEDULED VEHICLES ... .; : . . % MORTGAGEE LOSS PAYEE ........ ... .. . Rkk KnerflKlbbk & ftentlee AMOUNT 0 ; DEDUCTIOU111 1 COOMM GENERAL AGGREGATE is 2 *6 . ... I ......... ...................... 0— IV- 0. 200M I/ ............................ EACH OCCURRENCE >] loom am in) ................................. is .................... SWIM COMBINED SINGLE LIMIT f Ola . ........... ............ ... ........................ ... & 0 I S .................. PROPERTY OAMAGE . I ....... MEDICAL-PAYME'NTS-1-1 .......... S .................................... ; ................. ............................. ......... UNINSURED MOTORIST ............................................... ..................................... i ACTUAL CASH VALUE ............................ D AMOUNT ................................. OTHER EACH OCCURRENCE t 1000000 AGGREGATE ....... . .. ....................................... III J! 0M 0 .. ........ .......... - -7-STATUTORY LIMITS ................................... EACH ACCIDENT 9 .................. OLICY LIMIT ................... ........ ........ ............. ..................................... ADDITIONAL W49LWWD .......... ...... ................................ ........ .................. magggg&MOK CORD M9 (7190) This Company binds the kind(s) of Insurance stipulated on the preceding page. The Insurance is subject to the terms, conditions and limitations of the pollcy(les) in current use by the Company. This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the Insured in accordance with the policy conditions. This binder is cancelled when replaced by a policy. If this binder is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the Rules and Rates in use by the Company. APPLICABLE IN NEVADA Any person who refuses to accept a binder which provides coverage of less than $1,000,(100.00 when proof is required: (A) Shall be fined not more than $500.00, and (8) Is liable to the party presenting the binder as proof of Insurance for actual damages sus- tained therefrom. i Ji ;. �i .NT OF LABOR AND INDUSTRIES .on of Building and Construction Safety Inspection Services iTRACTOR'S REGISTRATION SECTION �ff PO Box 44450 O"tpla INA 98504-"W Registration No. (Must be given for renewal of registration) ONE YEAR CONTRACTOR'S SURETY BOND Required by the Contractor's Registration Act Chapter 77. Laws of 1963. RCW 18.27 BOND No. 415101C N. doing business as Land and Construction Manap-ement. LLC. as Principal, and Developers Insurance Coml2any - a corporation organized and existing under the laws of the State of California and authorized to transact surety business in the State of Washington, as Surety, by this bond bind ourselves and our heirs, executors• administrators, successors, and assigns, jointly and severally, to pay the State of Washington-$6•000•00 dollars lawful money of the United States of America. The Principal has applied for a Certificate of Registration• from the Contractor's Registration Section of the Washing- ton State Department of Labor and Industries, to carry on the business of a contractor in the State of Washington. The Principal is required by chapter 18.27 of the Revised Code of Washington (RCW) to furnish a bond in the penal sum of Six Thousand dollars with good and sufficient surety. The bond must be conditioned as required by RCW 18.27.040. If the Principal, in compliance with the provisions of chapter 18.27 RCW, pays all (1) wages and benefits to persons furnishing labor to the Principal, (2) amounts that are adjudged against the Principal because of negligent or improper work or breach of contractor that arise in its conduct of the contracting business, (3) persons who furnish labor and materials or rent or supply equipment to the Principal. and (4) taxes and contributions due to the State of Washington, the obligation of the Principal and the Surety shall be null and void. If the Principal does not pay the above claims• the bond shall remain in full force and effect. In no case shall the Surety be liable for any claim not included in RCW 18.27.040. Any person that has a claim against the Principal, arising from the failure of the Principal to pay any of the four items referred to in paragraph 3, may bring suit upon this bond in the superior court of the county in which the work was done, or of any county in which the court has jurisdiction over the Principal. The suit must be brought within the time and in the manner required by RCW 18.27.040. The aggregate liability of the Surety under this bond for claims against this bond shall not exceed the penal sum of this bond. No extension by continuation certificate, reinstatement, reissue, or renewal of this bond shall Increase the liability of the Surety. If the claims against the bond that are pending at any one time exceed the remainder of the aggregate liability minus the amounts previously paid by the Surety because of other claims against this bond, the claims shall be satisfied in accordance with the provisions of RCW 18.27.040. This bond shall become effective December 6 1995 and shall remain In force until (1) December 6. 199_6 or (2) the date the Principal's Certificate of Registration expires, whichever Is earlier, unless the Surety sooner cancels the bond. This bond may be continued for additional periods by continuation certificate at the discretion of the Surety. If the Surety cancels this bond, the Surety shall notify the Contractor's Registration Section at least thirty days before the effective date of the cancellation. THIS BOND SHALL BE VOID IF THE PRINCIPAL DOES NOT FILE THIS BOND WITH THE CONTRACTOR REGM TRATION SECTION WITHIN THIRTY DAYS OF THE DATE THE BOND WAS EFFECTIVE OR ISSUED. IN WITNESS OF THIS CONTRACT, The Principal and Surety have affixed their hands and seals this Sixth day of December 19 95 Prineipal'a Name Land and Construction Management, ZBy: , r Fftaooacoo wMr bens Iffy ox w>tw LLCsurety Name Developers Insurance CompanY Ir Carlene Reis At In Fact L I �+ POWER OF ATTORNEY OF INDEMNITY COMPANY OF CALIFORNIA AND DEVELOPERS INSURANCE COMPANY P.O. BOX 19725, IRVINE, CA 92713 1 (714) 263-3300 N° ,40TICE: 1. All power and authority herein granted shall In any event terminate on the 31s1 day of March, 1996. 2. This Power of Attorney Is void If altered or It any portion Is erased. 3. This Power of Attorney Is void unless the sent Is readable, the text Is In brown Ink, the signatures are In blue Ink and this notice Is In red Ink. 4. This Power of Attorney should not be returned to the Attorneys) -In -Fact, but should remain a permanent part of the obligee's records. 183842 KNOW ALL MEN BY THESE PRESENTS, that, except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severalty, but not Jointly, hereby make, constitute and appoint ***Ronald J. Sheron, R. Michael Creighton, Patricia Russell, Leanne S.-Logan,, Carlene Reisberg, jointly or severally*** the true and lawful Atto►ney(s)-In-Fact, to make, execute, deliver and acknowledge, for and on behalf of ench of said corporations as sureties, bonds, undertakings and contracts of , suretyship In an amount not exceeding Two Million Five Hundred Thousand Dollars ($2,500,000) In any single undertaking; giving and granting unto said Attorneys) -In -fed full power and authority to do and to perform every act necessary, requisite or proper to be done In connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation; and ell of the acts of sold Attorneys) -In -Fact, pursuant to these presents, are hereby retitled end confirmed. ' The authority and powers conferred by this Power of Attorney do not extend to any of the following bonds, undertakings or contracts of suretyship: Bank depository bonds, mortgage deficiency bonds, mortgage guarantee bonds, guarantees of Installment paper, note guarantee bonds, bonds on financial Institutions, lease bonds. Insurance company qualifying bonds, self -Insurer's bonds, fidelity bonds or bail bonds. This Power of Attorney Is granted and Is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors Of INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24. 1996: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby Is, authorized to execute Powers of Attorney, qualifying the attorney(s) named In the Powers of Attorney to execute. on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretaryor arty Assle- tent Secretary of the corporation be, and each of them hereby Is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of . Attorney or certificate bearing such facsimile signatures shell be valid and binding upon the corporation when so affixed and In the future with respect to any bond, undertaking or Contract of suretyship to which It Is attached. IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be 016n;0 by their respec- tive Presidents and attested by their respective Secretaries this 1st day of April, 1993. ; INDEMNITY COMPANY OF CALIFORNIA DEVELOPERS INSURANCE COMPANY ? :: 19 r r By By . De F. Vlncentl, Jr. PAMr Dan F. Vincentl, Jr, �N u President 00% To o, President P9 t0� ATTEST By— A lee& Walter Crowe I Secretary STATE OF CALIFORNIA $9. COUNTY OF ORANGE i OCT. a W MAR.1T, 0 d IssT ATTEST Iste .' 1n4/r►OR+�a r By Walter Crowell ., Secretary On April 1, 1993, before me. Tlresa Teafua, personally appeared Dante F. Vincenll, Jr. and Walter Crowell, personally known to me (or provided to me on the balls of satisfactory evidence) to be the persoh(s) whose name(s) Is/are subscribed to the wllliin Instrument and acknowledged to me that he/she/they executed the some in his/herAheh authorized capacity(les), and that by his/her/their slgnature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Inetrument :. WITNESS my hand and official seal.------------------- f : OFFICIAL SEAL Signature TIRESATAAFUA - NOT�l���11'' PUBLIC • CAlI�OIirpA ; �'• 1 :� t+ . ' � - ;`� ' r/ /?BINCIPALOFFICEIN t. bRMIOECOUNTY ) t,':`' }.I i •:i' dy tommisalan Exp. Aug. 4. 1905------------------------- CERTIFICATE ,i The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA, and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby certify that the foregoing and attached Power of Attorney remains In full force and has not been revoked; and furthermore, that the provisions of the ►eeolutlors of the respedlve Boards of Directors of cold corporations set forth In the Power of Attorney, are In force as of the date of this Certificate. This Certificate Is executed In the City of Irvine. California, this Sixth day of December 1995_ . INDEMNITY COMPANY OF CALIFORNIA �P AN► DEVELOPERS INSURANCE COMPANY 1Neuq O� �POR 9/OR Y B L.0 Fleblg— ems— W �' 19gt `' a BY L.U. Fleblger Senior Vice President s> //ro + ��+ Senior Vice President +� t ID-310 REV. 4/93 rertrncntofLabor &Industries REGISTRATION VERIFICATION , .jntractor Registration Section , . PO Box 44450` Olympia WA 98504-4450 (360) 902-5226 TEMPORARYFAX (360) 902-5228 From � ..............Olympia IIcadquarters..................... 1.... Registered name p.f.91fi... 9 c>6,�Jz.ccc,tcc».....LLRe B................................................................... Rgistration number istralion expires Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. Rccci�rt expires Thank you F625-036-000 registration verification 2-95 TT?T RECEIVED BY /J NOT WRITE IN: k, �'JHADED AREA: A /v� �-'� t C .S 2/13/93 09t46 93237497 i I I . 0-00 01 or 02COUNTY CODE TYPE ENTERED BY DATB ENMEO 7•�Tt 00 EFFECTIVE DATE EXPIRATION DATE CO_J= NTRACTOR RE n 51TRATION NUMBER . DEPARTMENT OF LABOR AND INDUSTRIES CONTRACTOR'S REGISTRATION SECTION PO BOX 444M APPLICATION FOR OLYMPIA WA ee5oa-"50 ..d'. CONTRACTOR REGISTRATION PLEASE PRINT OR TYPE: Use Ink 1-(360)-902-5228 -- ------ ---------- 0 WIT STATE ZIP ♦ • P. 0. Box 100 Eckmnds WA 980 0 DO YOU HAVE OR WILL YOU BE HIRING EMPLOYEES?.................................................... ® YES ❑ NO HAVE ANY OF THE PRINCIPAL OWNERS/OFFICERS i-e, n . ) rs O - T d J C, EVER BEEN REGISTERED PREVIOUSLY IN WASHINGTON AS A CONTRACTOR? ................ .... . ❑YES ®NO IF YES, GIVE PREVIOUSLY REGISTERED BUSINESS NAME: (f OV Y7 O ifs PREVIOUS REGISTRATION NUMBER DATE EXPIRED: DO YOU WANT YOUR PREVIOUS CONTRACTOR REGISTRATION: CONTINUED AS A SEPARATE BUSINESS............ L� YES NO LISTED AS INACTIVE.............................................................. (_J YES 8 NO NOTE: PREVIOUS REGISTRATION WILL BE REFERENCED IN CURRENT FILE MARK THE TYPE OF REGISTRATION: ® GENERAL CONTRACTOR ❑ SPECIALTY CONTRACTOR, SPECIALTY CONTRACTORS ONLY: WRITE IN ONE OR TWO TRADES FROM LIST BELOW: SPECIALTY CODE SPECIALTY CODE SA ACCOUSTICAL BR HOUSE MOVING CE SEAL COATING AA AIR CONDITIONING' BS HYDRAULIC INSTALLATION/REPAIR CF SERVICE STATION EQUIPMENT' SO APPLIANCES(EOUIPMENT' BT INSTITUTIONAL/EQUIP/STATIONARY CO SHEET METAL XX ASBESTOS FURNITURE/LAB TABLES/LOCKERS CH SIDING (OTHER THAN WOOD) SC AWNINGS/CANOPIES/CARPORTS✓PATIO BU INSULATION Cl SIGNS —NON -ELECTRICAL COVERINGS 8V IRRIGATION/SPRINKING SYSTEMS' CJ STEELIALUMINUM ERECTORS AC SOILER/STEAM FITTING/PROCESS PIPING SW LANDSCAPING' CK STEEL REINFORCINGMAR/WIRE MESH BD CABINET AND MILLWORK BX LATHING CL STRUCTURAL PEST CONTROUREPAIR BE CARPENTRY/FRAMING BY MACHINERY CM SWIMMING POOLS/SERVICE/REPAIR' CW CARPET LAYING BZ MASONRY CN TANKSITANK RENOVATING BF CERAMIC/PLASTIC/METAL FILE MH MOBILE HOME SET-UP TC TELECOM/CABLE WIRING AS COMMERCIAUINDUSTRIAUREFRIGERATION' CA ORNAMENTAL/METALS CO VENETIAN BLINDS/SHADES/ORAPES BI CONCRETE OG OVERHEAD/GARAGE DOORS AF WARM AIR VENTIUG/VENTILATION/EVAP. BJ DEMOLITION CB PAIN TING/WALLCOVERING COOLING BK SL DRYWALL EdbATOR PS PAVING/STRIPING CP WATER CONDITIONING EOUIPMENT' SM EXCAVATING/GRADING CC PLASTERING CO WATER PROOFING AD PLUMBING' CR WEATHER STRIPPING ON FENCING PW PRESSURE WASHING CS WELDING BO FIRE PROTECTION SYSTEM (other than elect.) SH RESILIENT FLOOR/COUNTERTOP WD WELL DRILLING BP GLAZING/GLASS MATERIALS/PLASTIC FINISH MASONITE CT WOOD FLOOR LAYING/FINISHING BO GUNITE CD ROOFING WS WOODSTOVE INSTALLATION CV GUTTERS/DOWNSPOUTS AE SANITATION SYSTEMS 'Side Sewer" EX OTHER (SPECIFY): ' MAY ALSO REQUIRE ELECTRICAL OR PLUMBER CERTIFICATION OTHER REGISTRATION NUMBERS REQUIRED NOTICE: YOU MUST FILL IN THE ACCOUNT NUMBERS LISTED BELOW. FEDERAL I.R.S. NUMBER MUST BE PROVIDED.. i IO I EMPLOYMENT SECURITY ACCOUNT NUMBER DEPT. OF REVENUE EXCISE TAX NUMBER I.R.S. EMPLOYEn IDENTIFICATION NUMBER (FEDERAL) CORP. NO. IF APPLICABLE 91 - 1699593 - IF NUMBERS ARE NOT SUBMITTED YOUR REGISTRATION WILL NOT BE PROCESSED Fe23-MI.OW App for Cad. Rp. ("S) .�� .rqgo.. r TYPE OF ORGANIZATION (COMPLETE ONE OF THE FOLLOWING) AL .ETORSHIP IPARTNERSHIP lam CITY STATE ZIP I SOCIAL SECUFM • CORPORATION Land NAME OF CORPORATION (TYPE OR PRINT) and Construction Ma ( code) PHONE NO. POST OFFICE ADDRESS OF PRINCIPAL OFFICE MAILING ADDRESS 1110 Daley Place CRY STATE ZIP SOCIAL SECUFM • IT1I130PINOWE OR PRINT) Mark A. WNauQhton MAILING ADDRESS lu CRY STATE ZIP SOCIAL SECURRY MAILING ADDRESS CRY STATE ZIP SOCIAL SECURITY e' SECRETARY MAILING ADDRESS CITY STATE ZIP SOCIAL. BECURIT1r TREASURER MAILING ADDRESS CITY STATE ZIP. SOCIAL SECURrry • ...................+.. w... - w✓ncoo w 1 T 4"ATet amp i NOTE: Social Security Numbers for Identification Only SIGN AND HAVE NOTARIZED THE APPROPRIAT)=-AFFIDAVIT BELOW: AFFIDAVIT OF INDIVIDUAL PROPRIETOR THE UNDERSIGNED, BEING FIRST DULY SWORN, DEPOSES AND SAYS: I, THE APPLICANT NAMED IN THIS APPLICATION, HAVE READ THE CONTENTS HEREOF, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THE FOREGOING STATEMENTS ARE TRUE IN SUBSTANCE AND EFFECT AND ARE MADE IN GOOD FAITH. (TYPE OR PRINT NAME OF APPLICA" (SIGNATURE OF APPLICANT) AFFIDAVIT OF CORPORATION OR PARTNERSHIP WE, THE UNDERSIGNED, BEING FIRST DULY SWORN, EACH FOR HIMSELF DEPOSES AND SAYS: THAT THE UNDERSIGNED ARE THE DULY ELECTED, :OUALIFIED, AND ACTING OFFICERS, OR PARTNERS, AS THE CASE MAY BE, OF THE WITHIN NAMED APPLICANT, AS PER THEIR SIGNATURE BELOW. THAT WE HAVE READ THE CONTENTS OF THIS APPLICATION, AND TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE FOREGOING STATEMENTS ARE TRUE IN SUBSTANCE AND EFFECT AND ARE MADE IN GOOD FAITH. (TYPE OR PRINT NAME) . 7AGIGNATUREI n rrm In Mnvtirn T C"nAnF..ve IZ�! /✓/✓/ .. ---I- - -- UE J NV IMF/ "NO :— SUM gSClii� ED AND SWORN TO BEFORE ME THIS M COMISSION EXPIRES ON: i X _DIRE 1 CI Q (L.1 I I C19 9 '11 AL A bING AT III 'AFT •>'.A.1 ��_ - Jr�ol�an�sil Cex�rt 1�1'�llhlr, tDt��_ BEpbi NO THIS APPLICATION: HAVE YOU INCLUDED THE FOLLOWING? 1. COMPLETED APPLICATION WITH NOTARIZED SIGNATURE(S) 5. EMPLOYMENT SECURITY NUMBER ORIOINAL SURETY BOND OR ASSIGNMENT FORM (NOT COPIES) 6. INDUSTRIAL INSURANCE NUMBER INSURANCE CERTIFICATE OR DOCUMENT, AND/OR ASSIGNMENT FORM 7. REVENUE TAX NUMBER ` FOR INSURANCE (originals only) S. IRS NUMBER OR COPY OF COMPLETED APPLICATION f. UNIFIED BUSINESS IDENTIFIER (UBI) ACCOUNT NUMBER. S, $40.00 CHECK OR MONEY ORDER as-001-= (Z" Fm" )TICE: IF THE ABOVE ARE NOT SUBMITTED IN ONE Pi all! YOUR REGISTRATION WILL NOT BE PROCESSED - t � _. .,t , .,;N �� !0.�•_.n- .t.'•y�'r _.4'�',;,;i.�t}?;.. _ :�'i y,�!- �•„ .,'!,. , ......t, .,,T'°�C/1���-74 '�Cj � ..+c� � -�. 'e" J .. o. a ..City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. �0 Issue Date: % to A. Address or Vicinity of Construction: Ile, • 18 / 5. B.. Type of -Work (be specific): -9�s O (� .� ���✓(a .,•'•Icy 1,1"IL, ?•�E$ ICY- C. Contractor., r t!ocilfac�>GIYo�/ Contact: /isk Mailing Address: 12 o . x •��ti� ' FouN Phone: _ 9 State License #: 4/ 4A 10C1;lC O, SSA L. Liability Insurance: Bond: $ D. Building Permit li (if applicable): Side Sewer Permit # (if applicable): E. Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: C�412 � I -AAA- A INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes ❑No 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 unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense coats, 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 INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA 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 Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall beiri accordanc.e 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 ericl of theworking day; NO EXCEPTIONS. I have read the abov s tem t a understan0he permit requirements and the pink copy of the permit will be available on si tim f r i sp ction purpoI S. Signature: / '/ 7 Date: �/� /C e ( nt ac r Agent) " A AL -A -DIG PRIOR TO BEGINNING WORK n FOR CITY USE ONLY APPROVED BY:. /Qli C�/ RIGHT OF WAY -DEPOSIT TIME AUTHORIZED: VOID AFTER`" DAYS DISRUW FEE/FUND ill: SPECIAL CONDITIONS: - 4W foe • RESTORATION., F`EE: PERMIT FEE: < / �4 Al ,TOTAL FEE: COMMENTS: * RECEIPT FEE: DATE: ISSUED -BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 � SR 104 ��1� ' v STREET'Ft APPROVED ::. Pw �" / P,AT- TP I- IL) off. Y --a,nc- �wi%Irol ib fLli�ll� Ea°iaT. G,1�: .(LJUVtg l-X•�jSIV�H�. 7o P�"I^.r+ �� •� (' - �. . -� e,.)..� ace• � 51 • - e7 I T• c Fa LE � o ' 4of wr Ise o i_U tKc?T- TIIE:G iG 9t r': AWE:% rV _-- /�F•�..I:1ti1 to oI' � GOO_ II✓� PROPOSED NEW BUILDING •pal `: •GcvB74 eNTIR6 c,7@,r+o tBTB.•.aFs 1��1� I 3 (I•�/8F.^V E op F-ur- "A.P+ E(s) • G^TuM Z S \ 2v.ti4� I(o1.0• :, NE OP Ex -;Sr. G Mrlr+ sr, !a-r?+f ✓3(.Om.Ta be; pel4oV6V -- - - - '-'----- Alley- 0 Sit fl/LandscaRO Plan (Ei•IL-. u+' 0. (� -b ?Brlydh ,rJ�ti�) SCALE 1/8'= 1' N•-e: tL. opp 4'TE Prsf'. �EFv�✓L'�7fS6E ?/`RKIN� Pr�+> 1. v cowRAcroAsN:•ERespoAstoLtroArNiLLWtr.%GMIM$ELFWTHA"OTMERE:TE .uv.n J too'� 1v � . �•r. � �.vtV:, vs vnvr Now P1LII�IG 45 FI..OP�T EL Z4.0� E.X l ST' ww 10.0' CL — 1� I I -�� (I .. 1 ► I T30-T TOM S C G T I C)1--.1 P\ - 4�i, PILING d A HOt-LOW COW- FOAM STEEL. RAuIP �s �` F' IL.L.ED Ft_OAT (- r-L Z4 .o ' SCCTtON T3- Q F IZAME. IroiZ lQ(n. TZP�MP_ fZO P SAD Z,/IOOI� I NG FLOAT tZ-F�f`/IT� AND PIL_I1�1G IN -_,o0UNO , T—UCGGT 'SO U t�I D AT r_XD N101J O S . L.DUI.IT`( DF SWO"CNMISH) STATE OF1.,JA%44. L�PPL.1 GAT 1 O!J f3Y _ F--,OiC.T CIF EOMOt�10S 4SC_ ADh/111�AL WAY nOKAC1"1DS l IJA. �fa020 SF-M= 7- OF 'L DATT_: 9 .AU►Jr- IMrso --` LIM N ..., LICATION FOR A DEPARTMENT OF THE ARMi*. MIT Fur usu of this furl, see EP 1145-2-1 The nopalhsent of Ilia Army pltmtil prourlm is ikohuritrd by Sm;llon 10 n1 Iho River ittid Ilarlxlt Ael of 1899. Sw(;lion 404 of P. L. 92-500 old Siw10 xt 103 ill P. L. 92•-532. Thesu laws leeparll penluls :wlhwltmy slruchous and vo.11, in of altoctrettl navigable Waters lit Ilia Illllittli slal(.5. Ion) dlst:llargll fit IIIIIdllnd let fill Ill.11ellill little willals Id Illet Ulllled .Stains. cull) Ihle (liultilxe/latltxl (of dlukkicil nntolial fill the purpusu ill (kunpulg it into ura.ul w.lnos. Inlunu.eliun provided in ING Fotul 4345 well be ivmd m evilhl.11ing the application lot a pulmlt. Irllulnlat tun of tu.. apidwatl"n is outdo a tovalor of public le(:uttl Ihrouull Issuance of a Nubile nrlliee, Dlscdas.ae of Iha Infwlniwun tetsiusled is vulurltary; however, the data imitiostod ale nmcess.uy sit order In Uunnuelecnlu woh the applicant held to eviduale this podia aI)plicallon. It neceSsaay udunnaUun Is not prowdud, Iho pmnnit a111111waUon calolnol hit pru— eessed nor earl a punnet tee Issued. One sal of nriginill drawings ct timid reprolkwible Ugnns which show the location old chalncter of the proposed activity must bill alluchud to this allphcdliun Isue sangds dldwinus iwlif Owo.ldisll .will be slltxnitlnd lu Ilia Utslru.l 6lusimoo hawnmu lunsdletion over the location of lhu peopusud activity. An a ppllcahurl than is nut wmpfoled in full well ba lulunlod. 1. Application tainibe! (Tt;"he asslgllell by Collis) 2. Dille 3. rile ctlrlis (Isa only. 13 June 1980 Day AM), Yr. 4. Name wed addloss ill ayg)lieunl. 5. Nwne, address :wed lulu of aulhmited agerrl. PORT OF EDMONDS John 0. Olsen 456 Admiral Way 121 - 5th Ave. N, Suite 200 Edmonds, WA 98020 Edmonds, WA 98020 Telephone no. (filling business hotels Tulaphunu m). dunny lxesn)ess hours A/C 120E 774-0549 A/C (206) 775-3434 A./C 1 ) A/C ( ) 6. Describe in detail the pinlxesed activity, its purllosu ixld inlendud use (private, plehlic, winmurciol or olhmr) includinu (tnscrip•- llnn of the type of Llllll:lllles. It ally la be elected ill fills. or pile tit Il/fill -sllpla)iiod plallorins, Idle type. (;uinliosil,otl flood (lllwllety of materials 14) be dis(;haltlad ill ll,imped Jlid medllii of cialveyance. and ilia will(;e ut discharge (Ir fill Illllleridl. It addltwital space is noudell, (tse Blut:k 14. The proposed activity Is to install a foam -filled concrete float, moored in position with timber mooring piles and provide a gangplank for access from the Port -owned ferry pier. The purpose is to provide access from the shore for both commercial and emergency passenger ferry service, and to provide public access for fishing and other uses. 7. Nalones, addresses and lelophune members of a(fluusnu luoperty ownols, lessees, etc., ,vlaiso properly also adiolns Iho waterway, (1) City of Edmonds (2) Anderson Marine Services Civic Center 100 Railroad Avenue Edmonds, WA 98020 Edmonds, WA 98020 6. Location where peupused activity exists of will uccut. Address: Tax Assessors Descripliow lit known) Sunset and Main Strpets Street, road of other desuiplive fucdlion Mal) No. Stlb(liv. No. Lot No. Edmonds, WA 23_ 27_ _3____ In or near city or luwll Sec. Twp, Rua. Snohomish WA 98020 Co(lrlly State tip Code 9. Nwne ill w.aurwdy al hwaLlun of the dl.nvily. Possession Sound ENG Funs 4346, 1 OCT ll Edition ill 1 Apr 74 is obsolule. 11 10. Date activity is proposed to commonce. August 1980 Date activity is expected to be completed June 1981 11. Is any portion of the activity for which authorization is sought now comploto? YES O NO If answer is "Yes" give reasons in the remark section. Month and year the activity was camplaled . Indicate the existing work on Iho drawings, 12. list all approvals or certilications rnyuiled Ivy other federal, intar5lnle, stole or local agencies lot any SttUC1111`e5. con5111lr,_ lion, discharges, deposits or other activities describer) in this application, Issuing Agency Type hproval Identification No. Dale of Application Data of Alghroval City of Edmonds Substantial 13 June 1980 Development Permit 13. Has any aflency denied opptoval for the activity described herein or for any activity directly talaled to the activity described herein? 11 Yes ® No (11 "Yes" explain in tornarks) 14, Remarks (Checklist, Appendix H (of additional inforuhation roquired for certain activities(, 15. Application is hereby made for a permit nr pounds to authorize list- activilif-s desclihed hetain. I rottily sisal I an, lnmiliar with the information contained in this a1pliciaton, and Thal to Iho bast tit lily knowledym and hmhef stash inlnrtnal ton is true, complete, and accurale. I hnlher certify that I fxhssess 11 o nthoti y to undetlaka JLi p posed activities. /fit — Signa4ue of Applicant or Authotized Agent The apitlicalion must he signed by the aytplicanl; however, it may be signed by a duly authrrized n0onl (nrinled in (term 5( if lilts Insist is accompanied by if statenhenl by the applicant desi(Inalin1l Ilse atgonl and agreeing to lunhish upon rtrquest, shlpplenlantal tnfotmation in suppolt of the applicallun, 1R It. S. C. Section 1001 providos that: Whoever, in any mannot within ilia jurisdiction of any dopartnlant or agency of This lhtiled States knowingly and willfully falsifies, conceals, or covers up by any trick, schome, at device a martuial Inc( or makes any false, fictitious of haudulent slaUements as relansenlanions or makes or Uses ally lalso writing or dncunlant knowing Salim In ronlalin #lily false hctitinus of hau+krimtl stattw1m11 or entry, shall be flnmd not nxue thtvl 410,0oo (it tmprisionod not morn Than live years, ,, Ix1111. Do not send a permil processing lee with Ihis agtphcatton, The apptopnata fen will be assessed Mien a permll is issued, 12 ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of Proponent PORT OF EDMONDS 2. Address and Phone Number of Proponent 456 ADMIRAL WAY, EDMONDS, WA 774-0549 __- 3. Date Checklist Submitted 6/13/80 4. Agency Requiring ChecklistMooRAGE FLOAT AT FERRY DOCK 5. Name of Proposal, if applicable 6. Nature and Brief Description of Proposal (including but not limited to its size, general design elements, and other factors that will give an accurate understanding of its scope and nature: Install a mooring float south side of ferry landing to provide access for commercial and/or emergency passenger service, and to provide public water access for fishing and other uses. 7. Location of Proposal (describe the physical setting of the proposal, as well as the extent of the land area affected by any environmental im- pacts, including any other information needed to give an accurate under- standing of the environmental setting of the proposal): See attached Permit Drawings 8. Estimated Date for Completion of the Proposal June, 1981 9. List of all Permits,'Licenses, or Government Approvals Required for all Proposal (federal, state, and local — including rezones): Corps of Engineers - Section 10 Shorelines Management - Substantial development 10. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes, explain. NO 11. Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain. NO 12. Attach any other application form that has been completed regarding the proposal; if none has been completed, but is expected to be filed at some future date, describe the nature of such application form: Corps of Engineers - Shorelines Management B. ENVIRONMENTAL IMPACTS (Explanations of all "yes" and "maybe" answers are required). YES MAYBE NO 1. Earth. Will the proposal result in: a. Unstable earth conditions or in changes in geologic substructures? X_ b. Disruptions, displacements, compaction or overcovering of the soil? X— c. Change in topography or ground surface relief features? X— d. The destruction, covering or modifica- tion of any unique geologic or physical features? X— e. Any increase in wind or water erosion of soils, either on or off the site? X- f. Changes in deposition or erosion of beach sands, or changes in siltation, deposition or erosion which may modify the channel or a river or stream or the bed of the ocean or any bay, inlet or lake? X Explanation: 2. Air. Will the proposal result in: a. Air emissions or deterioration of ambient air quality? X b. The creation of objectionable odors? X c. Alteration of air movement, moisture or temperature, or any change in climate, either locally or regionally? X Explanation: 3. Water. Will the proposal result in: a. Changes in currents, or the course or direction of water movements, in either marine or fresh waters? X b. Changes in absorption rates, drainage patterns, or the rate and amount of sur- face water runoff? X -2- YES MAYBE NO c. Alterations to the course or flow of flood waters? X d. Change in the amount of surface water in any water body? X e. Discharge into surface waters, or in any alteration of surface water quality, including but not limited to temperature, dissolved oxygen or turbidity? X f. Alteration of the direction or rate of flow of ground waters? X g. Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception .- of an aquifer by cuts or excavations? X h. Deterioration in ground water quality, either through direct injection, or through the seepage of leachate, phosphates, deter- gents, waterborne virus or bacteria, or other substances into the ground waters? X I. Reduction in the amount of water otherwise available for public water supplies? X Explanation: 4. Flora. Will the proposal result in: a. Change in the diversity of species, or numbers of any species of flora (in- cluding trees, shrubs, grass, crops, X microflora and aquatic plants)? b. Reduction of the numbers of any unique, rare or endangered species of flora? -�-- c. Introduction of new species of flora into an area, or in a barrier to the normal replenishment of exist- X - ing species? d. Recution in acreage of any agri- X cultural crop? Explanation: -3- YES MAYBE NO 5. Fauna. WIll the proposal result in: a. Changes in the diversity of species, /. or numbers of any species of fauna (birds, land animals including reptiles, fish and ( shellfish, benthic organisms, insects or microfauna)? X b. Reduction of the numbers of any unique, rare or endangered species of fauna? X c. Introduction of new species of fauna into an area, or result in a barrier to the migration or movement , of fauna? X d. Deterioration to existing fish or wildlife habitat? X Explanation: 6. Noise. Will the proposal increase exTsLing noise levels? X Explanation: 7. Light and Glare. Will the proposal pro uce new ght or glare? X Explanation: S. Land Use. Will the proposal result in the alteration of the present or planned land use of an area? X Explanation: 9.� Natural Resources. Will the proposal result n: a. •Increase in the rate of use of any natural resource? X b. Depletion of any nonrenewable natural resource? X Explanation: o��.. _ ..._.�..-... .._�...,...:., ,..»r+„ ..1 ca ,., :•..: n•�a e,a _... n.....,n ::<a.^^t ��ac..r sei ;.- , p. .,... ' � ';L YES MAYBE NO 10. Risk of Upset. Does the proposal involve a risk of an explosion or release of hazard- ous substances (including, but not limited to, oil, pesticides, chemicals or radiation) in the event of an accident or upset condi- tions? X Explanation: 11. PoP=ulation. Will the proposal alter the - location, distribution, density, or growth rate of the human population of an area? X Explanation: 12. Housin . Will the proposal affect existing ou, or create a demand for additional housing? X Explanation: 13. Transportation Circulation. Will the pro- posal result in: a. Generation of additional vehicular movement? x b. Effects on existing parking facili- ties, or demand for new parking? X c. Impact upon existing transportation systems? x d. Alterations to present patterns of circulation or movement of people and/or :.goods? X ,e. Alterations to waterborne, rail or ;air traffic? X f. Increase in traffic hazards to motor vehicles, bicyclists or pedestrians? X Explanation: If passenger service is instigated between Port TownSPnd and Edmonds users would drive or use public transportation to site. Est max 60 people/trip @ 5 trips/day. Traffic impact max 300 ACT Parking impact est max 40-50 spaces -5- • YES"' MAYBE 14. Public Services. Will the proposal have an efTect upon, or result in a need for new -or altered governmental services in any of the following areas: a. Fire protection? b. Police protection? c. Schools? d. Parks or other recreational facilities? e. Maintenance of public facilities, including roads? f. Other governmental services? Explanation: NO LI x X X X X 15. Energy. Will the proposal result in: a. Use of substantial amounts of fuel or energy? X b. Demand upon existing sources of energy, or require the development of new sources of energy? Explanation: 16. Utilities. Will the proposal result in a nee or new systems or alterations to the following utilities: a. Power or natural gas? X b. Communications systems? c. Water? _X__ d. Sewer or septic tanks? X e. Storm water drainage? X f. Solid waste and disposal? X Explanation: -6- YES MAYBE NO 17. Human Health. Will the proposal result n the creation of any health hazard or potential health hazard (excluding mental health)? X Explanation: 18. Aesthetics. Will the proposal result in the obstruction of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically offensive site open to public view? .X. Explanation: 19. Recreation. Will the proposal result in an impact upon the quality or quan- tity of existing recreational oppor- tunities? X Explanation: Public water access is improved 20. Archeological Historical. Will the proposal result in an alteration of a significant archeological or his- torical site, structure, object or building? ' X_ Explanation: C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaratic or non -significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. PROPONENT: JohnsO. Olsen t. -7- -s LU U. LU Lu t) 4.19.80 CROSS - IND REVIEW EVIEW ASS I�IxNMENT'S A INITIATIN4 ACTIONS ,W-./—DATE 8 / /ko PAGE__1_OF` OWNER NAME,_ A DD RE 53� APPLICANT NAME: - oh ,1 ADDRE55: SITE LOCATION OR ADDRESS: ZONE.- C-V1/ LE4AL DESCRIPTION:_ ATTACHED FILE 06. OA. TYPE of-- ACTION EN.GR. DIV. REC D. bA7E 8'G a�uul ��- Wzo 3 m�pCAY > mF���i°� i W i w2 �$ o V a < -+ FOR MEETING DATE RasuLrs z �� oc a I. FILED IN D W �m ° �� <<� g o 2: - o o o 0o e $� 09� w a E NEXT MEETING DATE SET '�a- o otCWw"�� W ? o w W aa< to �n ��£ z � o- m w z -/- X X X X X £r/3 eo A X X - -- x ENGINEERING REVIEWS F cc �Ss1aa�D DATE TO worts DATE BY -, 5SIGNRD DATE TO NOT Q DATE BY PREVIOUS HISTORY SITE REVIRW VI51T UTILITIES ORA IN A4 E/7O POSRAPH Y STREETS/.SIDEWALKS TRAFFIC/PARKING ZONING COOS FIRE MARSHAL. August 6, 1980 MEMO TO: Planning Department FROM: Engineering Division SUBJECT: COMMENTS FOR PLANNING COMMISSION HEARING OF AUGUST 13. 1980 Please be advised that the Engineering Division of Public Works has the following comments to be considered at the Planning Commission Hearing of August 13, 1980: SM-1-80 A� ` G PORT OF EDMONDS - Shoreline Management Substantial Development Permit for the development of a moorage float and ramp at the south side of the Edmonds ferry dock at Railroad Avenue and Main Streets. 1) An existing 4" galvanized pipe which crosses over and upon the pedestrian walkway should be ramped; 2) There should be provision in the application draw- ings for a safety rail on the float itself; 3) The existing asphalt walkway is in a deteriorating state and has a potential for foot traffic hazards. Engineering recommends that the engineer for this project should address himself to safety. P-6-79 PINE RIDGE ESTATES - Request to extend the preliminary approval given August 21, 1979 by the City Council for a 17-Lot Subdivision located South of 202nd St. S.W. and 6-Jest of 84th Ave. W. (RS-8) . JS/jf Engineering has no objection to this request. �SS �• C i7`y �y19ih�er. 'NON COPY Auf;us t 6, 1980 MEMO TO: Planning Department FROM: Engineering; Division SUBJECT: COMMENTS FOR PLANNING C0�,91ISSION }{TARING OF AUGUST 13, 1980 Please be advised that the Engineering Division of Public Works has the following comments to be considered at the Planning Commission Hearing of August 13, 1980: SM-1-80 PORT OF EDMONDS - Shoreline Marngement Substantial Deve opment Permit for the development of a moorage float and ramp at the south side of the Edmonds ferry dock at Railroad Avenue and Main Streets. 1) An existing 4" galvanized pipe which crosses over and upon the pedestrian walkway should be ramped; 2) There should be provision in the application draw- ings for a safety rail on the float itself; 3) The existing asphalt walkway is in a deteriorating state and has a potential for foot traffic hazards. Engineering recommends that the engineer for this project should address himself to safety. P-6-79 PINE RIDGE ESTATES - Request to extend the preliminary approval given August 21, 1979 by the City Council for a 17-Lot Subdivision located South of. 202nd St. S.W. and 6Jest of 84th Ave. 1•1. (RS-8) . Engineering has no objection to this request. .­—% %"",A NOTE: APPLICANT OR REPRESENTATIVE MUST BE PRESENT AT'HEARING AGENDA FOR EDMONDS PLANNING COMMISSION COUNCIL CHAMBERS - 7:30 P.M. AUGUST 13, 1980 1.. ROLL CALL 2. APPROVAL OF MINUTES ' 3. CORRESPONDENCE 10.I le 4. STAFF REPORT J J . S. PLANNING COMMISSION PARTICIPATION ✓�� Q.°"~ 6. AGENDA SM-1-80 PORT OF EDMONDS - Shoreline Management Substantial Development ermit for the development of a moorage float and ramp at the south side of the Edmonds ferry dock at Railroad Avenue and Main Streets. P-6-79 PINE RIDGE ESTATES - Request to extend the preliminary approval given August 21, 1979 by the City Council for a 17 lot subdivision located south of 202nd Street S.W. and west of 84th Avenue West. (RS-8) Rv d l/D i/R G1 i overhead telephone pole 8' north. 20' high power pole 8' north. 30' hlgh 110 Alain Stroet 80 , conerats E 9B.3 paving O&2 W. i t 28' former dispenser Island 0 retaining wall 0 T2 0 —1000 gallon 0 Tt 0 —1000 gallon I 5- �avemang —13' Z bay door door door tarry holding lanes building Legend a n underground storage tank �13-3 soil boring I Boateng & Associates, Inc. WE 8005 S.E. 28th Street Mercer Island, Washington 96W N (206)236-Ml door alley door line headr>g ad or (5/8'dla.)1 US 8-1 (Ivor ro #f e.pjv'vO A � asohalt JR I espresso water line „UI DING JUN 2 8 1995 not to scale Figure 2 Site Reconnaisance Map Note: This is not a survey map. I I i ' � i IE T.� � , •�Lo.S•1 .•y Z LOPE � I rE J-* I' o KET4"< rVF r ; —r i 4 = I Oi 41 54� p pj Qi-Tr . Planter I • , \\ Y Y ��?EM►1U12��U. TYFle-AL AS [-F-r PETAL- A•ATr-+Is ' SnEET(SE BA') CONDOMINIUM; 0 �IL-4 -- A. SiCX. pi — S✓: L�aca-jo =LrL . Reiz 5T4zuC---- ,,�..-- lam) lo�cres h�pJ! a1TrA�Y��H TO ... � :(OFFICZ; ' 1 _Y.or�yiugi jVGY.1T R-1 L If I �P P��T+aRE-H.•+La: yy THE-SH�a To ee µo FiKHEh Tl,n 1/2"� COc.Fh 'PE�GY_F..p (yl I VEKL : 2 Hor4 4 (kl// A i'{1X• El%C8 HIGnT Of j/4' PEF. IIp6.lo..t I104:..60 .:Wall Section C MEMO TO: Marty Spadafora, LCM FROM: Jeannine L. Graf, Building Official/ DATE: January 24, 1996 RE: Sunset @ Main Building This is a memo of understanding regarding the soils report and shoring plan for the subject project. Since the existing site has a building that virtually covers the entire lot area it is impossible to conduct an investigation of underlying soils prior to demolition of the building. The City shall require that the soils report be submitted within 30 days of demolition of existing structures --complete with recommendations for shoring. The shoring plan submitted to the City on 12/29/95 is not approved subject to the soils report since it may need to be altered dependent upon the report findings and recommendations of the soils engineer. If changes are indeed required you should plan on a two week review time by the City to approve the shoring plan. Please note, permanent shoring is not permitted to be installed in the City right-of-way, contact Gordy Hyde, Engineering Coordinator for more information. Be advised no shoring or foundation work shall commence until a soils report has been submitted to the City and a shoring plan is approved. 7MEMORANDUM F Date: April 4, 1997 To: Paul Mar & Jim walker From: Jamal Mahmoud Subject: Sidewalk at 110 Main Street The Engineering staff surveyed the sidewalk at 110 Main Street. Based on the surveying result and calculation, the maximum slope is 7.2% at station 00+08 (where station 00+00 is at the east side of the building). To comply with City standards, the slope should be 2%. To achieve this slope, the curb should be raised 5 inches. A planter should be placed across from the building entry (a planter location and design will be provided at later time). It is recommended that you submit to the City Engineer a plan showing the proposed elevation of the curb and the sidewalk. City staff will review the plan and submit their comments. Currently, the sidewalk is NOT acceptable and is not according to City standards. If you have any questions, please feel free to call me at 771-0220 extension 328. CITY OF EDMONDS ENGINEERING DIVISION 110-MAIN.DOC A ve vayr v tar►R o4 a R Curb (A 6 - - . �C) 8 a CV, ui c iy Cc) F F F W W W W W W xxx N N N � " Aotca c,"v t S YW S i La wqt —PIV aaa � 04AC .2 r�� 6 s s sew 6.59 �--x o2 c�•Sg = xk •� $ 9 �s SzZ 0t Cb,k t W, 6 C^ 0 •- 0 -t NPA a + 110 - MAIN STREET Points 5Jevation DISTANCE: Points Dist. Com. Others fi 1 -A 6.19 4OW5 A-B 1 -B6 . 6 2 B-C G.S 1 -C 1-2 2 2 -A (, . -t o 2-3 2 4 _ -B 3-4 2 6 -C t- 4-5 2 8 1-2 2 2 -A '1 x o 5;.*, v 6-7 2 12 -B 6-igg 7-8 2 14 -C • 8-9 2 16 1-2 2 ;2 0 -A , I S ' 10-11 2 20 -B y -C 11-12 5 25 1-2 2 2 -A 7 , Z �j', 2. 13-14 5 35 -B 90 14-15 5 40 -ci 1-2 2 2 -A . t{ 2- 5.7, 16-17 10 60 -B , 0 17-18 10 70 -C 18-19 10 80 1-2 2 2 -A -� . $S . 2. 20-21 10 100 1-3 -B Z -C jefS 6 1-22 u' 1-2 2 W -A 1. 0rj . Z 23-24 -B g 24-25 -C Width of: -A 5•1 1 Curb -B .Z • 56 Sidewalk -C -7 . Door Alley 1 -A S . 2 Street -or1 -B Slope of: 1 -C -7 • 5 g Street (E-W) Elev. of 50 a. . w Page 1 U'k C9 k a3 a x t a Points Elevation -A Elev. of 60 1 -B 'l , Elev. of 70 1 -C , . 4 q Distance: 1 -A S. Z 50-60 1 -B 60-70 1 -C 50-70 13 -Aqg• i, 2S Average Slope: 9 13 -B ( .� 13-C ,6Z 14 -A 9.419 5. 14 -B 9.Oq 14 -C 9.00 15 -A 5 . " v 15 -B 9 • 15 -C 16 -A S.3 16 -B 9,1 16 -C p,p, 17 -A 17-B D-10 17 -C 0, 18 -A (o. ,) 18 -B �D.ta� 18 -C 19 -A I o %0 19 -B IC) ' S 0 19 -C r' n • '117 20 -A 20 -B 20 -C 21 -A 21 -B 21 -C 22 -A Page 2 Sheet1 Sta. a SLOPE ALONG THE CURB b SLOPE ALONG THE CENTES C ALONG THE BUILDI G 0 6.78 3.47 6.62 3.37 6.49 3.3011 g '°' d�' -' 8 1 - r - r� tea' a -- 6 o a v co ao o co CO N 2 6.86 3.57 6.68 3.48 6.54 3.29 4 7 3.63 6.82 3.41 6.56 3.31 6 7.13 3.72 6.82 3.49 6.59 3.29 8 7.28 3.78 6.9 3.59 6.58 3.45 10 7.42 3.84 7.04 3.70 6.74 3.61 12 7.55 3.93 7.22 3.77 6.98 3.69 14 7.7 3.97 7.38 3.87 7.18 3.79 16 7.82 4.07 7.56 3.94 7.38 13.89 18 7.98 4.11 7.72 4.06 7.58 3.99 20 8.1 7.92 7.78 25 8.82 7.04 8.34 7.03 8.26 6.97 30 8.8 7.38 8.7 7.30 8.62 7.28 35 9.14 7.67 9.04 7.57 9 7.50 40 9.5 7.94 9.38 7.86 9.3 7.82 45 9.84 8.23 9.74 8.15 9.68 8.06 50 10.2 8.54 10.1 8.40 10 8.32 55 10.6 8.68 10.4 8.72 10.3 8.64 60 10.8 10.81 10.7 Dist. a b SLOPE BETWEE N A-S b Ci SLOPE BETWEE N BL Dist. a Ci SLOPE BEMEE N A-C 5 6.78 6.62 5.46 6.62 6.49 3.38 9.5 6.78 6.49 6.1 ; 5 6.86 6.68 5.52 6.68 6.54 5.23 9.5 6.86 6.54 6.17 5 7 6.82 5.64 6.82 6.56 5.36 9.5 7 6.56 6.31 5.1 7.13 6.82 5.79 6.82 6.59 5.36 9.6 7.13 6.59 6.44 10 • - d • 1 5.2 7.28 6.9 5.95 6.9 6.58 5.44 9.7 7.28 6.58 6.6 5.2 7.42 7.04 6.07 7.04 6.74 5.54 9.7 7.42 6.74 6.73 5.2 7.551 7.22 6.16 7.22 6.98 5.67 9.7 7.551 6.98 6.83 5.2 7.7 7.38 6.28 7.38 7.18 5.78 9.7 7.7 7.18 6.96 5.1 7.82 7.56 6.34 7.56 7.38 5.92 9.6 7.82 7.38 7.05 5.2 7.98 7.72 6.5 7.72 7.58 6.04 9.7 7.98 7.58 7.2 5.2 8.1 7.92 6.58 7.92 7.78 6.19 9.7 8.1 7.78 7.3 5.2 8.49 8.34 6.88 8.34 8.26 6.50 9.7 8.49 8.26 7.63 5.25 8.8 8.7 7.14 8.7 8.62 6.78 9.75 8.8 8.62 7.92 5.25 9.14 9.04 7.42 9.04 9 7.04 9.75 9.14 9 8.22 5.3 9.5 9.38 7.73 9.38 9.3 7.31 9.8 9.5 9.3 8.55 5.3 9.84 9.74 8 9.74 9.68 7.59 9.8 9.84 9.68 8.85 5.3 10.2 10.1 8.29 10.1 10 7.88 9.8 10.2 10 9.18 5.25 10.6 10.4 8.6 10.4 10.3 8.13 9.75 10.6 10.3 9.52 5.3 1 10.8 10.8 8.76 10.8 10.7 8.42 9.8 10.8 10.7 9.71 Distance between b and c is constant 4.5 ft. Page 1 Sheet1 eta. a 1 a c 11.00 10.00 ' - - .1 a I I I I I I •.. 1 1 1 I I I 1 I 1" I I _. I I _ I I I I- _ I --lF--b 8.00 - _ _ _ _ -_ _ _ _ L -. _ _ - -�-c 7.00 =:- -- I- I- I I 1 I I I. 6.00 60 55 50 45 40 35 30 25 20 18 16 14 12 10 8 6 4 2 0 60 10.801 10.80 10.70 55 10.58 10.42 10.32 50 10.20 10.10 10.00 45 9.84 9.74 9.68 40 9.50 9.38 9.30 35 9.18 9:04 9.00 30 8.80 8.70 8.62 25 8.48 8.34 8.26 20 8.10 7.92 7.78 18 7.98 7.72 7.58 16 7.82 7.56 7.38 14 7.70 7.38 7.18 12 . 7.55 7.22 6.98 10 7.42 7.04 6.74 8 7.28 6.90 6.58 6 7.13 6.82 6.59 4 7.00 6.82 6.56 9 0 2 6.86 6.68 6.54 0 0 1 6.73 1 6.62 6.49 8.00 7.00 6.00 20 18 16 14 12 10 8 6 4 2 0 --$--Series1 f Series2 A Series3 P. t0 NJJ �r1p Page 4 Sheet1 Sta. a SLOPE ALONG THE CURB b SLOPE ALONG THE CENTER C SLOPE ALONG THE BUILDING 0 6.73 6.5% 6.62 3.0% 6.49 2.5% g _ 2 6.86 7.0% 6.68 7.0% 6.54 1.0% 4 7 6.5% 6.82 0.0% 6.56 1.5% 6 7.13 7.5% 6.82 4.0% 6.59 -0.5% 8 7.28 7.0% 6.9 7.0% 6.58 8.0% 10 7.42 6.5% 7.04 9.0% 6.74 12.0% 8 - =-' - ---''=--'----'-- •1e 7- P 12 7.55 7.5% 7.22 8.0% 6.98 10.0% 14 7.7 6.0% 7.38 9.0% 7.18 10.0% 16 7.82 8.0% 7.56 8.0% 7.38 10.0% 18 7.98 6.0% 7.72 10.0% 7.58 10.0% 20 8.1 7.92 7.78 6 0 2 4 6 8 10 12 14 16 18 20 25 8.82 8.34 7.2% 8.26 7.2% 30 8.8 6.8% 8.7 6.8% 8.62 7.6% 35 9.14 7.2% 9.04 6.8% 9 6.0% 40 9.5 6.8% 9.38 7.2% 9.3 7.6% 45 9.84 7.2% 9.74 7.2% 9.68 6.4% 50 10.2 7.6% 10.1 6.4% 10 6.4% 55 10.6 4.4% 10.4 7.6% 10.3 7.6% 60 10.8 10.8 10.7 sp Dist. a b SLOPE BETWEE NA-B b C SLOPE BETWEEN B-C Dist. a C SLOPE BETWEEN AC S1A 5 6.78 6.62 3.2% 6.62 6.49 6.5% 9.5 6.78 6.49 3.1 % O 5 6.86 6.68 3.6%1 6.68 6.54 7.0% 9.5 6.86 6.54 3.4% A- 5 7 6.82 3.6% 6.82 6.56 13.0% 9.5 7 6.56 4.6% 4 5.1 7.13 6.82 6.1 % 6.82 6.59 11.5% 9.6 7.13 6.59 5.6% 6 5.2 7.28 6.90 7.3% 6.90 6.58 16.0% 9.7 7.28 6.58 7.2% 5.2 7.42 7.04 7.3% 7.04 6.74 15.0% 9.7 7.42 6.74 7.0% t0 5.2 7.55 7.22 6.3% 7.22 6.98 12.0% 9.7 7.55 j 6.98 5.9% Q 5.2 7.7 7.38 6.2% 7.38 7.18 10.0% 9.7 7.7 7.18 5.4% W 5.1 7.82 7.56 5.1 % 7.56 7.38 9.0% 9.6 7.82 7.38 4.6% 16 5.2 7.98 7.72 5.0% 7.72 7.58 7.0% 9.7 7.98 7.58 4.1 % 1 % 5.2 1 8.1 7.92 3.5% 7.92 7.78 1 7.0% 9.7 8.1 7.78 3.3% p 2* 5.2 8.49 8.34 2.8%1 8.34 8.26 4.0% 9.71 8.49 8.26 2.3% t 25 5.25 8.8 8.70 1.9% 8.70 8.62 4.0% 9.75 8.8 8.62 1.8% 30 5.25 9.14 9.04 1.9% 9.04 9 2.0% 9.75 9.14 9 1.4% 3S 5.3 9.5 9.38 2.3% 9.38 9.3 4.0% 9.8 9.5 9.3 2.0% 40 5.3 9.84 9.74 1.9% 9.74 9.68 3.0% 9.8 9.84 9.68 1.6% 44 5.3 10.2 10.10 1.9%1 10.10 10 5.0% 9.8 10.2 10 2.0% 50 5.25 10.6 10.42 3.0% 10.42 10.3 5.0% 9.75 10.6 10.3 2.7% 5 i 5.3 1 10.81 10.80 0.0% 10.80 1 10.71 5.0% 1 9.81 10.81 10.71 1.0% 460 Distance between b and c is constant 4.5 ft. Page 1 Sta. a SLOPE ALONG THE CURB b SLOPE ALONG THE CENTER C SLOPE ALONG THE BUILDING 0 6.73 6.5% 6.621 3.0% 6.49 2.5% 2 6.86 7.0% 6.68 7.0% 6.54 1.0% 4 7 6.5% 6.82 0.0% 6.56 1.5% 6 7.13 7.5% 6.82 4.0% 6.59 -0.5% 8 7.28 7.0% 6.9 7.0% 6.58 8.0% 10 7.42 6.5% 7.04 9.0% 6.74 12.0% 12 7.55 7.5% 7.22 8.0% 6.98 10.0% 14 7.7 6.0% 7.38 9.0% 7.18 10.0% 16 7.82 8.0% 7.56 8.0% 7.38 10.0% 18 7.98 6.0% 7.72 10.0% 7.58 10.0% 20 8.1 7.92 7.78 25 8.82 8.34 7.2% 8.26 7.2% 30 "8.8 6.8% 8.7 6.8% 8.62 7.6% 35 9.14 7.2% 9.04 6.8% 9 6.0% 40 9.5 6.8% 9.38 7.2% 9.3 7.6% 45 9.84 7.2% 9.74 7.2% 9.68 6.4% 50 10.2 7.6% 10.1 6.4% 10 6.4% 55 10.6 4.4% 10.4 7.6% 10.3 7.6% 60 10.8 10.8 10.7 Sheet1 9 8 7 6 0 2 4 6 8 10 12 14 16 18 20 Dist. a b SLOPE BETWEE N A-B b C SLOPE BETWEEN B. Dist. a C SLOPE BETWEEN A-C 5 6.78 6.62 3.2% 6.62 6.491 6.5% 9.5 6.78 6.491 3.1 % 5 6.86 6.68 3.6% 6.68 6.54 7.0% 9.5 6.86 6.54 3.4% 5 7 6.82 3.6% 6.82 6.56 13.0% 9.5 7 6.56 4.6% 5.1 7.13 6.82 6.1 % 6.82 6.59 11.5% 9.6 7.13 6.59 5.6% 5.2 7.28 6.90 7.3% 6.90 6.58 16.0% 9.7 7.28 6.58 7.2% 5.2 7.42 7.04 7.3% 7.04 6.74 15.0% 9.7 7.42 6.74 7.0% 5.2 7.55 7.22 6.3% 7.22 6.98 12.0% 9.7 7.55 6.98 5.9% 5.2 7.7 7.38 . ol 7.38 7.18 10.0% 9.7 7.7 7.18 5.4% 5.1 7.82 7.56 5.1%1 7.56 7.38 9.0% 9.6 7.82 7.38 4.6% Page 1 • • ' 22-144 200 SHEETS - 09 , i' I1v- hd f-" 14 . --M 19 Zt 9� .5! �i f� z► �! �� � 8 � 9 5 h � t t �../ z� iZ A � V) • 9Z St. ti� Sta. a I d c 11.00 10.00 9.00 8.00 60 10.801 10.80 10.70 55 10.58 10.42 10.32 50 10.20 10.10 10.00 45 9.84 9.74 9.68 40 9.50 9.38 9.30 35 9.18 9.04 9.00 30 8.80 8.70 8.62 25 8.48 8.34 8.26 20 8.10 7.92 7.78 18 7.98 7.72 7.58 16 7.821 7.56 7.38 14 7.70 7.38 7.18 12 7.55 7.22 6.98 a 10 7.42 7.04 6.74 8 7.28 6.90 6.58 6 7.13 6.82 6.59 9.00 4 7.00 6.82 6.56 2 6.86 6.68 6.54 0 6.73 6.62 6.49 8.00 7.00 6.00 Sheet1 b Page 2 c * Seriesl -FSeries2 A Series3 - X Series4 )K Series5 -*--Series6 -m Series7 Series8 * Seriesl f Series2 A Series3 X Series4 )K Series5 -*--Series6 -H Series7 Series8 Series9 �Series10 -o-- Series 11 Sheet1 Sta. a b c 11.00 10.00-- r . I �'I I I `� I � I' I I 1 1 I I - I 1- I S , • k I.-Lt I:., I .;�-I i. � I -i 1 -lft i.,.. df 1 ,'I I,• ,� #IS. e„1 3'v' 8.00 _ °I_ J _ _ L _I -._I_ 1 ' _ l=T_ L _ -= , _'c• ; i_'_ Jk _ _1 �c 7.00 - • ,. a.,,- ,�I ��. `I ., ., I�.g`,e-" 1 �'a„--ti' �. .•_ I -:-': II _. -,�., 5.. ,1>: -1 y l rt* �. �. •A+�'n _� - 6.00 60 55 50 45 40 35 30 25 20 18 16 14 12 10 8 6 4 2 0 j - 9.001,c;1€ a• 1 ., ,` ':}. V'" It'. ,k 8.00 __ __-____-_ __ ___Seriesl VT A _ fSeries2 I p -A Series3 I I 1 6.00 20 18 16 14 12 10 8 6 4 2 0 60 10.80 10.80 10.70 55 10.58 10.42 10.32' 50 10.20 10.10 10.00 45 9.841 9.74 9.68- 40 9.50 9.38 9.30 35 9.18 9.04 9.00 30 8.80 8.70 8.62 25 8.48 8.34 8.26 20 8.10 7.92 7.78 18 7.98 7.72 7.58 16 7.82 7.56 7.38- 14 7.70 7.38 7.18 12 7.55 7.22 6.98 10 7.42 7.04 6.74 8 7.28 6.90 6.58 6 7.13 6.82 6.59_ 4 7.00 6.82 6.56 2 6.86 6.68 6.54 0 6.73 6.62 6.49 Page 1 11 10 9 Sheet1 Chart 2 'x .� @ ,. ... I :'. .,', ems, : s@ .. ., i. I L. ._, i i.- ap r•' F 'eP @ '. � �" a� �,x 1 '-+�'n' §�'�'@F,. y g•@,' @}„ �FF �� }x@r' I 1," i 4 �-� Y f .I f . .Y1�,1 I �°J`t .. I,_ a �' 1'., ,'�' �. I - ,i�, . �-fi-9a.Y 4t It' .i ,l „ail-r �a, t �'. '� � 'F s • _�' _ [ 1._— _,_ 8 a 25 30 35 40 I 45 Page 1 50 55 60 $ Seriesl A —FSeries2 A Series3 C. s 8 7 6 Sheet1 Chart 1 0 2 4 6 8 10 12 14 16 18 20 Page 1 Sheet1 Sta. a b c 0 6.78 6.62 6.49 9 8 -- --- - - - -:- --- ---- f-a 7 6 0 2 4 6 8 10 12 14 16 18 20 2 6.86 6.68 6.54 4 7 6.82 6.56 6 7.13 6.82 6.59 8 7.28 6.9 6.58 10 7.42 7.04 6.74 12 7.55 7.22 6.98 14 7.7 7.38 7.18 16 7.82 7.56 7.38 18 7.98 7.72 7.58 20 8.1 7.92 7.78 25 8.82 8.34 8.26 30 8.8 8.7 8.62 35 9.14 9.04 9 40 9.5 9.38 9.3 45 9.84 9.74 9.68 50 10.2 10.1 10 55 10.6 10.4 10.3 60 10.8 10.8 10.7 Sta. a b c 0 6.78 6.62 6.49 2 6.86 6.68 6.54 4 7 .6.82 6.56 6 7.13 6.82 6.59 8 7.28 6.9 6.58 10 7.42 7.04 6.74 12 7.55 7.22 6.98 11 10 =-----=---.--+-- �Seriesl --f-Series2 A Series3 9 ---- -- - ----�---------- L----J----- 8 .., 25 30 35 40 45 50 55 60 14 7.7 7.38 7.18 16 7.82 7.56 7.38 18 7.98 7.72 7.58 20 8.1 7.92 7.78 25 8.49 8.34 8.26 30 8.8 8.7 8.62 35 9.14 9.04 9 40 9.5 9.38 9.3 45 9.84 9.74 9.68 50 10.2 10.1 10 55 10.6 10.4 10.3 60 10.8 10.8 10.7 Page 1 Sheet1 Sta. a b c 0 6.78 6.62 6.49 9 t2L'91 8 kf . ra z . �` A•: 5 r� •.I�'� fb 7 ".T•-_.... _,, :.� rr ••' -. �.�-r�Y ,��,� •� '.INn a��,l`Ma�' I`<;`•m.r i. ;"i;,:ti 6 g�'"'°`� � �,_� I It+ .� `I '� �`�t� +l,yjg ��kt.< tN.a°v••- �-.� 2 .9N,,�h,C 31.u3 asEF:+rtlCbY it -wp.n i.. •r:9NG$i i'�,'It YWv.'�iS-A •-1 ;R.r"p 0 2 4 6 8 10 12 14 16 18 20 2 6.86 6.68 6.54 4 7 6.82 6.56 6 7.13 6.82 6.59 8 7.28 6.9 6.58 10 7.42 7.04 6.74�,�:�..lid 12 7.55 7.22 6.98 14 7.7 7.38 7.18�ry�'k�4� 16 7.82 7.56 7.38 18 7.98 7.72 7.58 20 8.1 7.92 7.78 25 8.82 1 8.34 8.26 30 8.8 8.7 8.62 35 9.14 9.04 9 40 9.5 9.38 9.3 45 9.84 9.74 9.68 50 10.2 10.1 10 55 10.6 10.4 10.3 60 10.8 10.8 10.7 Sta. a b c - - - - - - 0 6.78 6.62 6.49 2 6.86 6.68 6.54 4 7 6.82 6.56 6 7.13 6.82 6.59 8 7.28 6.9 6.58 10 7.42 7.04 6.74 12 7.55 7.22 6.98 11 a • N i„ 1 ., �..r4 xIN 10 to r e dl ` °hl� 7 �� a W 0 Seriesl -FSeries2 g a mR`s,'�^t�K•,�s e� _ �Series3 w? ax 'a�*' �. ��- sp"p:�%rc'� Pd ••;+V° a I ¢ �,.,^°4�1' f'a: 4r �I .,L p�'d• BE x'. ai' �'. �1 'y, 7°N I., l� �'�d 8 25 30 35 40 45 50 55 60 14 7.7 7.38 7.18 16 7.82 7.56 7.38 18 7.98 7.72 7.58 20 8.1 7.92 7.78 25 8.49 8.34 8.26 30 8.8 8.7 8.62� 35 9.14 9.04 9 40 9.5 9.38 9.3 45 9.84 9.74 9.68 50 10.2 10.1 10 55 10.6 10.4 10.3 60 10.8 10.8 10.7 Page 1 1-4 C. 18913 CITY OF EDMONDS BARBARA FAHEY 250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation •. Engineering Mailed 3/12/97 March 12, 1997 Marty Spadafora Edmonds Financial Center Associates 121 - 5th Ave. N., Suite 123 Edmonds, WA 98020 Subject: Engineering final inspection of Sunset at Main Building (110 - Main St.) Dear Marty, This is a letter of understanding regarding the final engineering inspection at 110 - Main Street. I was requested to do a final inspection at the above subject. It was concluded that the sidewalk (upper part, across from the main entrance) at Main Street is NOT according to the City of Edmonds standards. Please review drawing number Al prepared by your engineer, Butterfield Design Group, which states in the drawing that "SIDEWALK, CURB, CURBCUTS, & STREET REPLACED PER CITY STANDARDS. In.order to have full occupancy permit for the whole building, you need to provide the Engineering Division with the proposed plan, including sidewalk cross section, existing and proposed elevation. If you have more than one alternative, please feel free to provide that to the City staff. If there are any questions, do not hesitate to contact me at 771-0220, extension 328. Sincerely, Jamal Mahmoud, PE Engineering Inspector JM/sf c: Permit coordinator rkamahsidewalk • Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan • • STREET USE PERMIT APPLICATION NAME OF APPLICANT: Custom Backhoe & Dump Truck Service NAME OF BUSINESS:. As Above MAILING Bellevue, WA 98006 CONTACT PERSON AND PHONE ADDRESS OF PUBLIC USE: 110 main Street , Edmonds, WA ***************************************************************** Describe the public place or portion of public space to be utilized: Rite. Possibly thealley ley immediately adjacent to the subject site (on the east side). Specify the type of use desired A LEAS eF Mil% *A;W J.l FfAOVr of Specify the length of time for use: 2 _ 3 da NOTE.- The issuance of this permit is understood by the applicant to granted. of a temporary nature and that no veted right is INDEMNITY: The applicant understands and by his/her signature to this application, agrees to hold the City of Edmonds harmless from any injuries, dam �1 or aims+of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City bf�Edmon s, or any of its departments or employees, including but not limited to'the defense or any legal proceedings includirdefensAcjsts,'court costs, and attorney fees by reason ofgranting this permit. In addition, the application understands that the Cgs be provided a Certificate oflnsurance -to indemnity and hold harmless the City of Edmonds from all claims an fi erty damage, and naming the Cityof Edmonds as an additional insured. CODEAPPLICATION.• By signing the application below the applicant warrants that s/he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code and s/he understands that all terms of the adopted ordinance are incorporated herein as if selforth in full and this application and permits therefore are subject to the terms of that Chapter. STRUSEHO.DOCJLG/2-95 SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable, if the street use proposal directly impacts any adjacent business or private property owner the applicant must obtain written approval from the affected parties. This requirement is evaluated by City Staff after the initial submittal of the application. Signature. Signature. Signature Signature Address Address Address Address ********************************************************************************** DO NOT WRITE BELOW THIS LINE --FOR CITY USE ONLY Planning Division Review: ADB# Approved By Date Public Works. Y�g, '�'.; �,� ApRro yl y , Date­­7 _ r►�. j Fire,DD,P. * s 4�es�ew,, * " pF t y ,w �` 3 ��'/ r `i .. ` Police Department Review: Approved By Date `7-5 Permit Coordinator Review: Certificate of Insurance Verified 60 LSZ� /QS Engineering Division Review: Bond Required X) ' ' Amount $ Approved By Dated 71,vles— Remarks or Comments: iI//f� D,C 1O0, iy Fives FAT Td E76.1Tf�o�" PEDE- & /9r✓ i tc�SS AIV 7f s 10e*4t,t' , ,✓ A), 11,00- F_ S 7ZO:2!7" -IJ r CCosc-'%- PERMIT # DATE OF ISSUANCE % `./0 -1�� RELEASED ByCzX 9 f14V Fh STRUSEHO.DOOLG/2-95 • ✓ Lad f tebphone polo a north. 20' high power pole 8' north. 00' Ngh - 110 Main Street 60 concrete &e-3 paving OB-2 21 g former dispenser Island 0 retaining wall 0 T2 0 —1000 gallon o Tt o —1000 gallon terry holding lanes I bay door door door building overhang —IT Legend n underground storage tank &B-a soil boring not to scale E�lGIeD�N�O $'/pE[✓j}Ll�- j / _.fir. -------------------- �X�Rol�lv�0 ae' alley 5'—►I hearing oa `r as line 5/8'diaJ7 US 8-1 C df T o N asphalt 'r espresso water Ilse Boateng & Associates, Inc. 8M S.E. 28th Street Figure 2 Mercer Island, Washington 98M (2W)2W-M1 Site Reconnaisance Map ENVIRONMENTAL. SCIEMISTS Note: This is not a survey map. Boateng & Associates, Inc ; 8005" S.E' 28th Street r py. Mercer Island, WA 98040-2904 (206) 236-6234 Fax (206) 236-2335 ENVIRONMENTAL SCIENTISTS /l o /;0 s M6�iu T. / /�L.a i•/ �i o �. (4ofw w 00 —.—r16j Alit Di S� vs cpS MqIN x 4' o A LOAO r c� LOAO f1LvcK S • �,F(rENP, CAN_ O�.�puR� FCNC �rJf! '� LASE oFF Stpruw[�L AN 0 PAX t�r!✓L SPAcr dS to F/LDN i. V F S vlu6iT S VS6 L.A26-E ` 1 ZP JES oN No�cTt{ �O�r of e Clwllr N �O✓{ ii!�t OF cC c�vFt� • Of FcN o � V%s�D�WA146 G CA ion i� CL.osciAE �-covrS �' d CckTc2$' -4 - W► ar o s s� ors . - O T ti�N �!� w T" AN EA i O�� O �� . r , -2 coG[ou. Qc� i /O �S! Kato Gates iaOcr�o� Si�N v� C.�GS i S rOE T _ OF _ I NSURANCE : 1 95 T �'TjEj_Q8jE2/ � � F � �FICATE T surance Services Unitd., Inc, FE b 5 I. RTI I t LD E ; DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE ; 23830 Pacific Hwy So. *300 ; POLICIES BELOW. ; KentWA ;---------------------------------------------------------------------------; 9803Z ; COMPANIES AFFORDING COVERAGE ; PHONE 206-878-6617 ' ----------------------------------------------------'--------------------------------------------------------------------------' INSURED COMPANY LETTER A SAFECO AMERICA ; --------------------------------------------------------------------------' Custom Backhoe and ; COMPANY LETTER B ; ; Dumpp t r uc k Service, Inc ;------------------------------------------------------------------- �UllDf ; 13032 SE 45t h Ct ; COMPANY LETTER C ; Bellevue WA 98006-204 1 ;--------------------------------------------------------------------------- ; COMPANY LETTERD-------------------------------------JUL Q ; COMPANY LETTER E ;) COVERAGES____________________________________________________________________________________________________________________; ; THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ; PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO ; ; WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAINTHE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I5 SUBJECT TO ; ALL TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -------------=-----------=-------------------------------------------------------------------------------------------------------; CO: TYPE OF INSURANCE ; POLICY NUMBER ; POLICY EFF ; POLICY EXP ; LIMITS ; ;LTR: ; ; DATE ; DATE ; '---' ------------------------------- '--------------------------- '--------------- '-------------- '---------------------------------- :GENERAL LIABILITY ; ; ; ; ; 6ENERAL AGGREGATE 12, 000, 000 ; ;;------------------- ;-------------- ; ; A; [XI COMMERCIAL GEN LIABILITY ; CPS471961-A ; 12/05/94: 12/05/95;PROD-COMP/OP A66. 1, 000, 006 ' ; ;[ l CLAIMS MADE CK l OCC. ; ------------------'--------------' ; ; ;PERS. & ADV. INJURY11 000 000 � ' - ----' -----------------' ----- [ l OWNERS' S & CONTRACTOR'S ; ; ; ; EACH OCCURRENCE 11,_ 664, Oa0 -' - _­ ; ; PROTECTIVE ; ; ; ;----------- --------;-------------- ;FIRE DAMAGE 100 B.F. C6L ; ; ; !(ANY ONE FIRE] 150,000 ; ' ------------- -----'--------------' ;MED. EXPENSE ; ; !(ANY ONE PERSON) :5, 000 ; --;------------------------------- ;--------------------------- ;--------------- ;-------------- ;---------------- ---;-------------- 'AUTOMOBILE LIAR ; ; ; ;COMB. SINGLE LIMIT ;1, 000, 000 ;;-------------------;-------------- ; A;[ l ANY AUTO ; CP8471961-A ; 12/05/94:12/05/951BODILY INJURY ; ;[ l ALL OWNED AUTOS ; ; ; ;('PER PERSON) ; ; ; ;[XI SCHEDULED AUTOS ; ; ;;------------------- ;-------------- [XI HIRED AUTOS ; ; ; :BODILY INJURY ;DO NON -OWNED AUTOS ; ; ; ;(PER ACCIDENT) ; ;[ l GARAGE LIABILITY ; ; ;;------------------- ;------- -------; ;[ l ; ; ; ;PROPERTY DAMAGE ; ; - '------------------------------- --------------------------- '--------------- '-------------- '------------------'--------------' ; :EXCESS LIABILITY ; ; ; !EACH OCCURRENCE ; ; ;[ l UMBRELLA FORM ; ; ;;------------------- ;--------------; ;[ I OTHER THAN UMBRELLA FORM ; ; - - ; ;AGGREGATE- ---------------- ---;- ------------------------------,---------------------------,---------------,--------------i--- ,--------------; ; ;STATUTORY LIMITS; ; WORKERS' COMP ; ; ; ;EACH ACCIDENT ; ; AND ; ; ; ;DISEASE-POL. LIMIT ; ; EMPLOYERS' L I AB ; ; ; ; DISEASE -EACH EMP. ; ; -------------------------------'--------------------------'--------------'----------------------------------------------' ' ; OTHER ; , , ---------------------------------------------------------------------------------------------------------------------------------; ; , , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS EXCAVATION FOR DRIVE WAYS, LEVELING, GRADING FOR FOUNDATIONS, ETC. IT IS UNDERSTOOD AND AGREED THAT THE CITY OF EDMONDS IS NAMED AS AN ; ; ADDITIONAL INSURED. ; ;} CERTIFICATE HOLDER {_______________________________> CANCELLATION = SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- ; ; = PIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 ; ; = DAYS WRITTEN NOTICE Tb THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT ; C i t y Of Edmonds Bu i 1 ding Division = FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ; = ANY KIND UPON THE COMPANY, ITS AGENTS OR REPR ENTATIVES. ; 250 5t h Ave N =---------------------------------------------------------- -------------; Edmonds WA = AUTHORIZED REPRESENTATIVE 98020 = ACORD 25-S (7/90)______---------------------Gregory_ M. _ DeLapp-- --------- -- ------- ---------- ' 0 • STREET USE PERMIT APPLICATION NAME OF APPLICANT: NAME OF BUSINESS:. MAILING ADDRESS: CONTACT PERSON AND PHONE NUMBER: Marty Spadaforn 771 -911 S JAN 10 1996 ADDRESS OF PUBLIC USE: 110 Main Street ***************************************************************** Describe the public place or portion of public space to be utilized: see attached plot plan Specify the type of use desired Temporary construction fence and trailer Specify the length of time for use: 1 yPar NOTE. The issuance of this permit is understood by the applicant to be of a temporary nature and that no vested right is granted. INDEMNITY • The applicant understands-an_4t s/her signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages or claims f n?)kkd or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Ednrondtpor any of its departments or employees, including but not limited to the defense or any legal proceedings including defense costs, court costs, and attorney fees by reason ofgranting this permit. In addition, the application understands that the City shall be provided a Certificate oflnsurance to indemnity and hold harmless the City of Edmonds from all claims and/or property damage, and naming the City of Edmonds as an additional insured. CODE APPLICATION.• By signing the application below the applicant warrants that s/he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code and s/he understands that all terms of the adopted ordinance are incorporated herein as if set forth in full and this application and permits therefore are subject to the terms of that Chapter. / 7 SIGNATURE DATE Mart' Sp a raIM4 r, LCM,LLC STRUSEHO.DOCJLG/2-95 1. , SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable, if the street use proposal directly impacts any adjacent business or private property owner the applicant must obtain written approval from the affected parties. This requirement is evaluated by City Staff after the initial submittal of the application. Signature, Signature. Signature Signature Address Address Addre Address ********************************************************************************** DO NOT WRITE BELOW THIS LINE --FOR CITY USE ONLY Planning Division Review: ADB# x� �j7 Approved By Date Public Works Review: Approved By _ Date / C. - 9 Co Fire Department Review: Approved By 7 ate Police Department Review: Approve y .�te14, Permit Coordinator Review: Certificate of Insurance Verified /--/z -� Engineering Division Review: Bond Required k / 1� Amount $ Approved By Q Dated 2 y Remarks or Comments: RELEASED BY DATE OF ISSUANCE RECEIPT #Q076/ - STRUSEHO.DOOLG/2-95 ACOMIL Ribble It Prentice/Western P.O. Box 3467 Bellevue, WA 98009 (206).454-2445 .............................. . . . . . . .. ... ............ . .............. . . . ...... Land and Construction Management, ..LLC P.O. Box 100 Edmonds, Washington. 98020 ���� 18SUE DATE (MMIDD/YY) 1/11/1996 .:...:........... ................... THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION O.NLY....A.ND...... CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE .................................................................................;.................................................................................... 00MI'my".A„ North Pacif ic, �Insurance Co LETTER :.::.....NY COMPA 8...............::............ ................ .......................^r `..........:....:..... ................ COMPANY �e LETTER C D, V''� . ::::::..:........ D:1.H:G:.....:::.:=::............................. COMPANY' . ....`.E".�.......°.............................................................:AN....1....2....1995.....................:................... ' COMPANY E LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF'ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, .................................................................. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS..... ................................................................:'POLICY .EFFECTrvE ...?POLICY ................ ................. .TR : TYPE OF INSURANCE ......RATION POLICY NUMBER DATE (MMIDD/YY) DATE (MMNDIYY) Lam ....:...................................................................i.................................................................. A GENERAL LIABIM i................................. i.............. ................... i............................................... GENERAL AGGREGATE ............. is .. ........................ 20,C O C, O C C $ COMMERCIAL GENERAL LIABILITY C01136235 PROOUCTSCOMP/OP AGO. i 2, 0 0 0, 0 O Q ...... :......... CLAIMS MADE $ `OCCUR. .... ` ` PERSONA. 8 ADV. INJURY 12/06/95 : 12/ 06/ 96 ? i 1 r 0 0 0# 0 0 Q $ ;,OWNERS s CONTRACTORS PROT. ' . ............... : EACH OCCURRENCE aS 1, 00000 $.;Stop...Gap Re oaanc nry one fire) i� a 50 /.9.Q :. :............................................... ............:.......:.:::. .. ..... .. ... ; ..... .......... ..: MED. EXPENSE wry one Person): $ ........................................................................................................... . 5 0 O Q:......... ..................................................................:........................................................:......................................... AUTOMOBILE LIABILITY. ..... . r=' LIMIT COMBINED SINGLE_ 0 0 0 , O 0 0 ANY AUTO C01196235 :......... ...... .... .1, ALL OWNED AUTOS ..............................................s...................................... 12 / 0 6 / 9 5" . ;12'/ 0 6 /. 9 6 BODILY wJURY - . .....; E SCHEDULED AUTOS i (Per person) _ ,........: HIRED AUTOS :............................................. :BODILY WJURY ................................... ;..g..: $ NON -OWNED AUTOS :(Per eccidenQ ' _ i...................................... :........t GARAGE LLIABILITY........ ................................................ i PROPERTY DAMAGE i t .....i ........ :................. ........................................ EXCESS LUBLRY :................. .................................................. i................................ 4................................................................................. ... :EACH OCCURRENCE .................................. 5.... 1100010010 A :........< g -UMBRELLA FORM .............................. ................' ECL11713 12 / 0 6/ 9 5 12 / 0 6/ 9 6 :AGGREGATE :................................................:......... s i r 0 ...... T O 0 G OTHER THAN UMBRELLA FORM WORX R 8 COMPENSATIM AND - EMPLOYERB' LINOM OTHER ................................................;... ... ..... ..... .... . STATUTORY LIMITS ......................................................................................... EACH ACCIDENT . ........... . ............... DISEASE - POLICY LIMB i S ...................... ..................... ......;....................................... DISEASE - EACH EMPLOYEE : S ................................................... DESCRIPTION OF OPERATION&LOCATIDN8NEHICLE8BPECIAL ITEMS Re: Street Use Permit to allow that a temporary fence the edge of the parking lane in the city right of way. i Edmonds s named as an Additional Insured but only as P ty of Edmonds ilding Division 250 5th Avenue North Edmonds Washington 98020 be placed at The City of esnects to SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 4 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO M5j4UCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY VJNW6POqTHE COMPANY, ITS AGENTS OR REPRESENTATIVES. • E Land and Construction Management, LLC POLICY NUMBER: C0113 6 2 3 5 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR POLITICAL SUBDIVISIONS , PERMITS RELATING TO PREMISES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE State or Political Subdivision: City of Edmonds Building Division 250 5th Avenue North Edmonds, Washington 98020 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS AN INSURED (Section IA is amended to include as an insured any state or political subdivision shown in the Schedule, subject to the following additional provision: This insurance applies only with respect to the following hazards for which the state or political subdivision has issued a permit in connection with premises you own, rent, or control and to which this insurance applies: 1. The existence, maintenance, repair, con— struction, erection, or removal of advertising .signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo— sures; or 2. The construction, erection, or removal of elevators; or 3. The ownership, maintenance, or use of any elevators covered by this insurance. CG 20 13 11 85 Copyright, Insurance Services Office, Inc., 1984 9 PLANNING DATA Multi -tenant Building Business License Information BUILDING NAME: S maser " 1i1• -IA AD' - 96 - to4 SITE ADDRESS: - I 10 ZONING: �G BUSINESS NAME: J3rt~4 SUITE NO. L 0 i USE(S) PROPOSED: law 6FFra_ ALLOWED?: Yd-s Legal Nonconforming Land Use Determination Issued(Y/8) CUP File: PARKING: Use: of-kca- No. Spaces Required: 1 /4,00' X 13000 (floor area, # employees, etc.) = 3. zS BUSINESS NAME: eac,'kc • ,,& f FLec9.,a r4 SUITE NO. 100 USE(S) PROPOSED: 1 e'.✓ "f�a �- ALLOWED?: Yt3 Legal Nonconforming Land Use Determination Issued(Y/0) CUP File: --- PARKING: Use: No. Spaces Required: X All l Sao (floor area, # employees, etc.) = BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Yes Legal Nonconforming Land Use Determination Issued(Y/1Q) CUP File: PARKING: Use: rest - MF No. Spaces Required: X Z (floor area, # employees, etc.) = <} saaTc BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) _ BUSINESS NAME: SUITE NO. USE(S) PROPOSED: ALLOWED?: Legal Nonconforming Land Use Determination Issued(Y/N) CUP File: _ PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) PARKING: Total Required: 3+ 2= 5 4 4= 9 Actual Provided: t 9 '� o i An OTHER: ,A00-15- t0k Z+ $Oovm ofku*Cg Plan Review By: c:Ui1cs\permi\t^PLANDAC_BusLic. DOC RF��.Iv OCT 2 4 i995 ENGINEERING October 23, 1995 Mr. Gordon Hyde, Engineering Coordinator S� City of Edmonds Community Services Department Engineering Division 250 Fifth Avenue North Edmonds, WA 98020 Re: Proposed Mixed Use Facility, at 110 Main Street. Dear Gordon, As per our discussion at our October 19th meeting, I am formally submitting a request for a modification to your Street Use Standards for the proposed construction of a new mixed use building at the northeast corner of SR-104 (ferry holding lanes) and Main Street. We will be starting construction around January 10 1996. Our request is for the city to allow for tentatively closure of the alley during the construction period and allow an open cut into the alley east of proposed building approximately 8 feet. This cut would consist of a slope for public safety to avoid shoring along this edge of the property. In consideration of your approval, we would agree to: 1. Replace subgrade and asphalt sections where excavated to city specifications. 2. Install a full width asphalt overlay at all affected areas of the alley from Main Street south, and the alley adjacent to the south property line of the proposed building. 3. Leave north and south pedestrian access along the east side of the alley. We would appreciate your consideration of our proposal. It is in everybody's best interest to try and improve the alley to a like new condition when this project is complete. As discussed: 1. The alley use would not be required for any business or garage access during its temporary use. 2. We would be able to get permission if necessary from any impacted neighbors. Downtime for the Street Use would be minimal. However, we would recommend 6 months, +/-, due to the time of year construction would occur. We couldn't overlay the street until spring anyway. 3. We have reviewed the utilities in the alley and we would not affect any utilities except our 5/8" gas service to the existing building. Thank you for your consideration of this proposal. Due to the required lead time with our shoring contractor, :your prompt response would be appreciated. r Sincerely, L�id an d, o stru ion anagement, LLC Marty Spagdfor Authorized Agent OKEALLY.MTY 2 G E O TE C H CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way), Suite 16 Bellevue, WA 98005 (206) 747-5618 DENSITY TEST FIELD REPORT TRAVEL/PREP TIME KVS. MILES JOB NO. 9rpoars 1 TIME ON SITE :4SAi� WEATHER CLoutTrt om.,� DATE S-7-gam DAY OF WEEK \ TIME OFF SITE CLIENT/OWNER GAUGE PERMIT NO. Jos LOCATION GENERAL CONTRACTOR GENERAL CONTRACTORS SUPT. PAGE OF 1 GRADING CONTRACTOR GRADING FOREMAN HRS. CHARGED A -Zs "s, LOCATION ELEVATION TYPE PERCENT MOISTURE TEST DRY DENSITY/PCF OPTIMUM MOISTURE MAX. DRY DENSITYPP PERCENT COMPACTION REMARKS i 'BALL , - r.. r- wo tourat r �a s B 128.z - 1 X7. o 100 �z ' IL r<ql,7$A N ,. N �� , y w K Lao. ota g� r K r STANDARD COUNTS: DENSITY/MOISTURE NEXT SITE VISITS l LL '► COPY TO- cs SIGNED _ G E O T E C H CONSULTANTS, INC. 132 6 N.E. 20th St. (No►ihup Way), Suite 16 Bellevue, WA 98005 (206) 747-5618 DENSITY TEST FIELD REPORT TRAVEL/PREP TIME % k IrltptS. MILES 46 JOB N0. 96oSS TIME ON SITE 3cti5P&A WEATHER �t %AtVb DATE � 6-9` DAY OF WEEK V TIME OFF SITE 4 % Ow► CLIENT/OWNER GAUGE PERMIT N0. JOB LOCATION ' GENERAL CONTRACTOR TRACTOR GENERALL CONTRACTOR'S SUPT. PAGE OF GRADING COS Hu Lx . GRADING'FOREM N,K -J6m MRS. CHARGED ST LOCATION ELEVATION SOIL TYPE PERCENT MOISTURE TEST DRY DENSITY/PCF OPTIMUM MOISTURE MAX. DRY DENSITY/'PCF PERCENT COMPACTION REMARKS E-crib 413 t2O.% At 95 w iM r M -7 %ii M 97 .3 o- As r 4 STANDARD COUNTS: DENSITY/MOISTURE NEXT SITE VISIT, COPY TO, SIGNED �a October 24, 1995 Mr. John Bissel, Planning Mr. Gordon Hyde, Engineering Coordinator City of Edmonds Community Services Department 250-5th Ave. North Edmonds, WA 98020 RE: Proposed Mixed -Use Facility at 110 Main Street Dear Gordy and John: RECEIVED 0 C T 2 4 1995 ENGINEEHNU Butterfield Design Group 400 Dayton Edmonds, Washington 98020 206.775-0564 I'm writing this letter to confirm our previous conversation regarding our project at 110 Main Street as per the west property line and the SR104 right-of-way. It is our understanding that the City has oversight and enforcement along SR104. As previously discussed, our roof, flower boxes, and decks will overhang this area and we will secure a public right-of-way permit for this, as in other areas of Edmonds. We will also be "cleaning up" or replacing landscaping along the west SR104 common property line as per our ADB permit and the city of Edmonds' landscape codes. Please contact me as soon as possible if any of the above is not correct. Sincerely, 4-�� 1 Brad Butterfield cc: Marty Spadafora "I T" W41 :14' 1ARRA0 21� �� N`ry u�Fn In the Matter of State Route W4 (- ... SH No..... .... aftoods l'sn7 lrrealmd to 30 av*mw KNOW ALL MEN BY THdSd PRESENTS, That the Grantor ""Old teeLbl/ lr01Ql11R, • 111ntbinstoe colporatiOn L for and in consideratkm of the stm. of T= AIM tetl ■DIWO ($10' - - � - GM otber ealrabla soesidnrttion Dollurs, herft Convey and warrant to the STATt or WAStuttcrorf, ated M sb the following dtserihed nal estate situ - County, in the State of Washington, extent and purpose as if the rights herein granted had been acquired under Eminent min tthatute of the State of Washington: All that Portion of lesoribea as rbllowatM lbllowitrs e•.erib.d Ar+esl 'A" . S lortMmet• _•_ tA-114 at the Wrtborlr 110e of Parcel "A" at a ", ,. •a ypn 1:�. �rf rA:i-t,�yl to right at w�s and/or rrdial p to itUrly p b ..,,r•or of OO lO*, samft s dmtbftfft9r� t r'ttbo1K. ft"WwtIm L 20+W; tan Leal with said oentoriint to • point, .,,. i .. �d�7 Ogieaor's e'Ootlon L OOWOi tbest•s in.tbw 4ter27 In a strddbt '• !w ..- t�barefttae� Otatisw L 2048.17 p.l. eterd • distaltco of �Oi sr'a itri0feta L 21+731 tasaco iisetbssi�l !•�alLl with mid cent am to mommv nd'w1 de+siaeer's titatlon L 23+CP and P. distance of rtliaa to a pelt eppodae the and et this lira dssaftwtion. 1rslor�jr thaofrb�. and ftftMq, wAw Lots 19 tbr*QO 24 laslaiws. Mmk 2, apbaat's let Addition to SQ•oetds •overdins to plat tbsroef rseorded in •oluas S of pl&ts, pys 43, rscerds of Ottl600"h �t7, AL000ther llowitd t AU *11st Pwft Of lyiva soatlrrlp off JJan" trsth eX ssotion d toonshlo F north, raw 3 sett, X.K. , 1n7CV? Oeeoad Aware. s s� sasterlp of hoot etrsot v rslocatod. ALSO, aU ,Asia++' et t pan of asrarssnt Lot 3 in sootica 2'3, township 27 north, rangy 3 east Maui s, DVtao lftrest in aal! eastsrl� et hart "root in ldwoeds, as rsieasitod. the lands bind eewwped berg" contain an area of 39,11" mr art trot, am or lass. atbs spaeifie dat•i1s sorreer� all of whieb are to hs lbend witbia tbat eortain asp or sninite loeatioe new of r►r•rd and a• file in On otri,es of was Mroetw of 1!ldhsa s t 0414 is Geld be"'Am fntw !,f qwv l J and the eotrlerlim of whieb is a`,so �� 9, lam' records of said county. shove of rseord In velwe s of llidteq Plata, lags ALDO fl,r the loss of rrhidvUr tratfYe fro and than the raaaindrr whieb will not be allowrl. OFFICIAL RECMD.0 O L # P+1l;E RC. ORDER O R t.i r 11f I NC ALES TA'{ rtm weds n.: t .1 t:a'1lean SpaNaVISN C:.b Tr OItCI REQUIRED ,X FEB 11 1971 *ae FEB) 1 1971 arA>h.Er uueuQut.. Auottott ru+t W btl.:at "� COWM. WASH. ejz orv��r t� rM• r • Mo WCAL Val 4 79 W7 1-7w �Jtee/o►d Jo.a eJ eetwe.ledtae"t eeMeM1 Je• wee a1/A e11 eeoreywtoe le eattlattea eaa 0•.tee/ 't JATr OF/C •++ �t t CIIVIIfTjf)F 7* �•r.�e�,/� On the'/'o''"O�dar a ......aqq • 1971. personally came before me, AM for aald County an tote t6a within-nowed a notary p„bltc In btlsben l tad t•ltit, NATHW D. ORUM and DM& j. ORIyM, to ,ee p+rtlenally Imown to be the Identical parsons d•ecribed In are. she •xef!uted the within and foreRolnR Instrument and acln►owledgOA to me that tb/ exeeuted •ti. ,. an their fro , and voluntary act and dead, for the luo• ar . wontle"od. purt�os•e �iYEM ,mn: • sy !And and official goal the day And year 1. s. aboveNotary ftb ltte7. State es a �>t. Resident at .elLw.•eel % My Commission eroeres:'r-lf-7L STATE On the L s 7""46, • public in and for raid Cone e ig % DRsaoalY case 1Mlbre r, a notary the with" ieutrisfteet for hLsslf and as. AttewIf!n-+arid MATS= R. ®M==, Who osoeat•d •obfosl•gpd 1e ate that be signedand er to dot fey AMIKL �, and deed, tos SM eases rsalod Us sass M his free am Va act and and • �+y7 Attoroepr arth@oriaint tb�entl atM�, io Odsaand 00 111% stated that the Parer of 1 said ] 1Wst11a Boertiparn it oat 11". MMSrevoirW and that the OrM order q hand and efflolal seal the day and year lael about srltt11111. PAOB W-U-0RDED R EO OF � •. I /ARI tllfttl IMF I" T I'm Ms. � C'— `�' e'er �-�► ••'1'" t4o"o11ts" (^.U,If o;RC[ Notary 1 state of Apt FEB 11 1971 Aeridlns as ' y VARLE) DIIBUQUE. AUDITOR Y# Ocamissid" aivir"I d'" � �' 7 t► fN01f0 COUN1v, WA311. DEMR STATE or � COt11rTT Or I CERTIrT thatIthewith!" I"Glif •nt was eetgtvd for the rse•rd on the • to • at r.. and reearded In boot of Of said County. a"vqp Witness my Rend owl seal or County affixed. Are!. ne,endb{, Neer .nano eel dip 12•1a•.to TITLE OWTOK gaAMM or L"s tl0wpIVMU r0e11e ADISMI RAHM /.A We 04 Wl ►ooTLAM eee•ett ►vxo day or e r•terdg , va 479 ►w B so* 117a few. #see • (�Oa+ta+ Ybnx ) STAT£ or CO1)NTT OF1a --=— �+ ) •c r �C'" it 19'%/ Asfon tt» prrsooalb �9�+� and — to W teown to be tM exmuted the sad of the capsratlon C.at btsrdat hnttMeat, and actnotrlWI-d said Ins"msnt to M tM fees atd�Nwuaf act and Meg d Bald ooryoratlon, for the nags and purpono th*19 6 meatianed, and am Date stated aoteoelred to execute sine Insualm and that the $eal afnitod u the co+0orate teal of said oetporadon. 0IW.N under q hued aad oftlal Real the day and rear last aeo►e Written. Notary i ist� SEAL) State of C. Residnyf at .+ttlC.cct.. Ay commseion espores: STATI Of CONTf so on the y: tW o , 19 7 / , per• wing tsar bd*e as, a aep� pvtat.io in end for sdd Caenty stud a t*, the v101a-easrad L S. dOSM, um erroy� the vitftn iestnaaaat toy biasaitt sad M Att�sp la Taal for > !l1�A ILdOB1.n, Dad deed, ter�the tO vmre "d = aped sod tussled tIM nw as bie tree end vamtarT sat sad that at ntaera avtbslrLd b � ti t rntd °a�/e dti►d s• esntb ted tbst tie rearr p ai eserilsla set tree Lest t !� !st tarselare"ked sat! tie emu 1tvMris X. Jadit is user 3iriea. arm eandsr W bared end ofticla eo" the daT title YOM last obeve uritttas. ' 1. ►�. g=4VmLa�;L� w semleft" swim, !T� �9— 7 t— M. .' ' � � OPF1CIAl Ilfl00itOs .r. � vet 4T9 r�565 4: i! MEMORANDUM August 18, 1995 TO: John Bissell, Associate Planner FROM: Gordy Hyde, Engineering CoordinatorC SUBJECT: Comments on September 6. 1995 ADB agenda items for August 18 CDRC meeting The following comments apply to the submittals: ADB-95-84 Earlier comments apply. ADB-95-88 The Engineering Division is in the final review of this proposal at this time and will work directly with the design engineer to get the civil drawings approved by the City Engineer. / ADB-95-104 The applicant will need to provide detailed information for locating additional transformers needed for additional electrical services. Pole mounted transformers will not be allowed nor will they be allowed to be placed within the public fight -of -way. Stormwater detention will be required, as will water quality amendments. Drainage from the underground parking area will be directed to the sanitary sewer system. Existing on -street parking configuration needs to be provided. Revisions may be necessary. Existing curb, gutter and sidewalk will be inspected and may require replacing. Seven to ten foot wide sidewalks are required in this zone. Street trees will not be allowed in areas that limit vehicular sight distance. Wheel stops will need to be provided on most parking stalls. Adequate cross sections were not provided to determine centerline of driveway profile. Slope of the access cannot exceed 12%. Provide parking stall details. ADB-95-114 Minimum 24' driveway aisle must be maintained. Stormwater detention will be required, as will water quality amendments. Centerline of driveway slope must be provided. Curbs, to be painted yellow and designated as no parking, must be placed along edge of parking lot and landscaped areas. AUG95.DOC El ✓ ADB-95-133 This is an incomplete submittal. The Engineering Division will not write requirements until adequate plans can be reviewed. The Engineering Division will not be responsible if requirements which are based upon a later complete submittal prompt design changes which require additional approval from the Architectural Design Board. The Engineering Division has no comments on the remaining submittals. AUG95.DOC 19400 33rd Ave. W., Suite 200 - Lovell-Sauerland Lynnwood, Washington 98036 _ (206) 775-1591 ■ ■ & Associates, Inc. (800) 775-7663 Engineers/Surveyors/Planners/Development Consultants FAX: (206) 672-7998 August 9, 1995 LSA No. 3399 Mr. Gordon C. Hyde Engineering Coordinator �,r► ��� 6 Dept of. Community Services AUG`EIS City of Edmonds 250 5th Avenue N. ENGINEEhiv,' ,: Edmonds, WA 98020 Re: Traffic Generation and Distribution Main Street Commercial Building Dear Mr. Hyde: The purpose of this letter is to provide traffic information regarding the proposed Main Street Commercial Building, an office/condominium building to be located in downtown Edmonds. The proposed building location is south side of Main Street on the west side of the alley between 2nd Street and Edmonds Way. The proposed structure will house office use which is expected to encompass approximately 7,150 sf of leasable space. The structure will also house 2 condominiums on the top floor. Existing Street System The surface streets in downtown Edmonds provide access to the various commercial sites and residences in Edmonds and also provide access to the Washington state ferry terminal. The Kingston Ferry has regular arrivals and departures at the west end of Main Street. Some of the major downtown arterials routes are under the jurisdiction of Washington State Department of Transportation (WSDOT) and include SR-524 beginning at the ferry terminal and consisting of Main Street west of 3rd Avenue and 3rd Avenue north of Main Street. SR-104 begins at the ferry terminal and proceeds south on Edmonds Way west of the proposed project. SR-104 provides access to SR-99 and 1-5. A spur of SR-524 begins on 3rd Avenue at Main and includes 3rd Avenue to Dayton and Dayton to Edmonds Way. Trip Generation The total number of vehicle trips expected to be generated by the project were determined using the ITE Trip Generation Manual, 5th Edition, 1991. The expected trip generation is based on gross leasable square footage of the office building space and the number of condominium units. • • Mr. Gordon C. Hyde Engineering Coordinator Page 2 The expected trip generation from the proposed building is shown in the attached table. Trip Distribution The building garage entrance is located on an alley that parallels Main Street on the south side of the building. Trip distribution for average daily traffic and the PM peak hour traffic as provided in the ITE Trip Generation Manual is shown on the attached Trip Distributionmap. The trip distribution indicates that approximately 40% of the traffic will access the site via Edmonds Way south of Edmonds. The remainder of the traffic is expected to travel by major routes to and from north, major routes to and the east, and a smaller portion diffused through the City of Edmonds surface streets. For that traffic travelling to and from Edmonds Way, the two routes prevalent routes available are Edmonds Way south of Main and 5th Avenue south of Main. In this case, the Edmonds Way route is advantageous with respect to travel time. The 5th Avenue route does provide more convenience for traffic exiting the site especially during times of peak ferry traffic. The projected PM peak hour traffic generation for the 203 ADT and 28 PM peak hour trips generated by the project is shown in on the attached Trip Distribution Map. Three City of Edmonds and WSDOT intersections have 10 or more PM peak hour trips. These are shown on Table 2. The intersections currently operate at LOS C or better and one expected to operate at LOS C or better during the project horizon year. Sincerely, Dale B. Watkins, P.E. Condominium- 2 units 5.86 ADT/unit 12 ADT Office Building (7,150 A 26.7 ADT/1000 sf 191 ADT 203 ADT Total AM Peak Hour Trips 3 Condominium 0.44 tph/unit 1 tph Office Building 3.50 tph/1000 sf 25 tph 26 tph (inbound = 22, outbound = 4) Total PM Peak Hour Trips 3 Condominium 0.55 tph/unit 1 tph Office Building 3.78 tph/1000 sf 27 tph 28 tph (inbound = 5, outbound = 23) 1. Based on ITE Trip Generation Manual, 5th Edition. Mr. Gordon C. Hyde Engineering Coordinator Page 4 Table 2 Main Street Commercial Building Road System Levels of Service Level of Service (LOS) 1996 Intersection 1995 with project 3rd Avenue/Main, C 2nd Avenue/Main B B 100th Avenue W/SR 104 C C • LEGEND XX% % DISTRIBUTION YY WEEKDAY ADT ZZ PM PEAK HOUR TRIPS OAVERAGE DAILY TRIPS ON ROADWAY OPROJECT TRIPS AS A PERCENT OF TOTAL TRIPS E�MpNDS-KINGSTp� PROJECT-, SITE �.� 4150 10% � 20 g200 8 �0�- Q 30 % 3 O Z fY w N EDMONDS CITY LIMITS- 0.7°/_-- PINE WOODWAY CITY LIMITS TRAFFIC GENERATION I WEEKDAY ADT ..... 203 PM PEAK HOUR TRIPS ... 28. -- -- Lovell-Sauerland & Associates, Inc. N CASPERS STREET g000 P25% 5 7 25%7 51 MAIN STREET DAYTON STREE 60% 122 17 LU vi tfi w > LU Q w W 10% m Q Q 3 3 � N ST. H N w w Q U ay FA 40% $I �b II � 91-�tia s MAIN STREET COMMERCIAL CENTER Traffic Distribution MEMORANDUM August 16, 1995 TO: John Bissell, Assoc. Planner FROM: Gordy Hyde, Engineering Coordinator 1L- SUBJECT: Proposed Multi Use Building at 110 Main Street (ADB-95-104) The applicant has provided a traffic study for review by City staff. That review has been completed, and the study appears to be adequate. While specific mitigation for adverse traffic impacts has not been proposed as part of the traffic study, the applicant's agent has expressed his willingness to negotiate mitigation for the impacted intersection at 9th and Main. ADB95104.DOC Washington State Department of Transportation Sid Morrison Secretary of -Transportation PVt..V1 ,A5:.n_ AUG 3 G 1995 EIV'CINMr—h"(-_: Northwest Region 15700 Dayton Avenue North PO Box 330310 Seattle, WA 98133-9710 (206) 440-4000 August 23, 1995 Mr. Jeffrey S. Wilson City of Edmonds Planning Division 250-5th Avenue North Edmonds, WA 98020 Dear Mr. Wilson, 4 AUG 2 9 fg95 FLANN.-Irwu UEPT. SR-524 M.P.O.04 Vic. C.S.3149 Determination of Nonsignificance, Application For A Building Permit For Land Management, Inc. City File No. ADB-95-104 We have reviewed the DNS, site plan and traffic study (dated August 9, 1995 by Lovell -Sauerland & Associates, Inc.). for this application. The applicant seeks approval to construct a new 12,000 square foot mixed use building. This building will be used for office/retail and two residential units. The location of this proposed building is on the south side of SR-524 just east of the SR-104/SR-524 intersection. Our findings are that this development will significantly impact the SR-104/76th Avenue West intersection with 11 peak hour and 81 average weekday trips (AWDT) when it is fully occupied. The state has a highway improvement project scheduled in 1996 to construct channelization and signal phasing improvements at this intersection. The state's project will mitigate this development'.s -traffic impacts at this intersection. The applicant should contribute a proportionate share toward the state's project to mitigate his development's traffic impacts at the SR-104/76th Avenue West intersection. The applicant's proportionate share contribution to the state's project is; Cost of state project = $111,000.00 Design capacity after = 33,250 ADT state project 0 August 23, 1995. Jeffrey S. Wilson Page 2 Cost per ADT = $111,000.00 / 33,250 ADT _ $3.34/ADT Applicant's ADT = 81 ADT thru state project Applicant's = $3.34/ADT X 81 ADT proportionate share = $270.54 toward state project Should you have any questions, please feel free to contact Don Hurter (440-4664) or Ed Giraud (440-4912) of my Developer Services section. A el A. O PHSON, P.E. Manager f Planning & Local Coordination RAJ:elg t 04/11/1996 11:25 206-672-7998 0 LOVELL-SAUERLAND PAGE 01/01 J ' !"* Lovell-Sauerland ■■� i m & Associates. Inc. rngincvt."Surveyor::iPignners/Aevelopment Consultants City of Edmonds Building Department 250 5th Ave' Edmonds, WA 98020 19400 33rd Ave. W.. Suite 200 Lynnwood, Washington 98036 (206) 775-1591 (800) 775.7663 FAX: (200) 672-7998 April 5, 1996 LSA No. 3399 Subject: Commercial Building at Main Street, west of 2nd-for LCM, Inc. Dear Sirs: We were asked to comment on the proposed oil -water separator configuration for the underground parking for this building_ The proposal was to use a type 1 catchbasin, with ABS pipe connecting to the sanitary sewer. This concept is adequate. I recommend that a standpipe be provided in the catchbasin, consisting of an ABS tee, that the top of the standpipe be capped with a watertight, removable cap. The bottom of the tee may need to be extended with straight pipe so that the bottom of standpipe is at least 6 inches below the outlet invert. The top of the standpipe should be visible through the CB grate, and easily accessible for maintenance. The CB should be constructed as watertight as possible to retain water in dead storage. If it is likely that theremill be periods when the CB might dry out and expose the bottom of the standpipe, a trap should be provided downstream of the CB and standpipe to reduce the possibility of odor from the sewer main. We do not have building plans for this project and have not inspected the construction,, so no comment is made on proposed CB location.,or elevation. Since the work above is within the building to envelope, it is subject the plumping code, including pipe type, slope, intersection with the buildingstructure, and manner of connection to the sewer. Please call if, there are questions, orif additional clarification is needed. Sincerely, / ' r Craig Cam bell, P.E. Post -It' Fax Note 7671 'Date Co -'Dept- Phone M Phone N •'7 [ r� Ca fv 1-r -7Lnt- i V 114 iS WA5 11,tNr 0 Yo PROJECT M:aPA ................ P R 0 J . # F.-O. q.-5 .............................. CONTRACTOR .................................... DATE. ................. WORKERS ON SITE......................................................................... EQUIPMENT ON SITE....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.).......................................................:..... A. ............ ......................................... o ............ ............................. W. o lo—o I.P. c(l W.. .. ........ ................ ... ........... o COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW—UP TESTING....................................................................... ............................. ......................................................... 54 CITY REPRESENTATIVE .. ...... w ............... DATE/TIME. /............ PROJLOG/TXTFORMS JAN 1996 ENGINEERING Date: January 16, 1996 To: Gordy Hyde - Engineering Coordinator From: Pat Harris - Park Supervisorw Subject: SR-104 Mini Park Maintenance PARK$ RE'CREA11ON Per our conversation with the owner/developer of the condominiums located at Main Street and SR-104, they have agreed to landscape and maintain the linear planting bed which faces the west side of their building site. It is my understanding that you will be making this a condition of their street use permit. This area is a DOT right-of-way which has historically been maintained by park staff. We will no longer maintain this area when construction begins. I was incorrect when I told you we will not need to access this planting bed in the future. The corner parks located on the south east corner of the intersection are serviced by a water supply and meter located further south down by the restrooms. The contractor is free to eliminate the irrigation in this bed area during construction. We will need access at some point during construction to run a new line to the corner parks. Can you let me know if this is a problem with the developer? c/c Arvilla Ohlde Rich Lindsay 1-29-1995 11:29AM FROM• p.1 BUILDING JAN 1 0 1996 LCMLAND AND CONSTRUCTION MANAGEMENT, LLC P.O. BOX 100 EDMONDS WA, 911020.100 Fax Cover Sheet DATE: January 10, 1996 TIME: 3:26 PM TO: Sharon Nolan PHONE:(206) 771-0220 City of Edmonds FAX:(206) 771.0221 FROM: MARTY SPADAFORA LAND AND CONSTRUCTION MANAGEMENT PHONE: (206) 771.9116 FAX: 206 774.1132 R : 110 Main Street Gradin® Quantities CC: Number of pages including cover sheet: Message Sharon enclosed, please find a copy of the letter from Lovell-Sauredand regarding the grading quantities, I am still waiti' a for the certificates of insurance For the street use permits. I will 6e awaiting.your response for the band amounts. Thank you for your prompt attention. THANK YOU, Marty 1-29-1995 11:30AM FROM p.2 ' M 01/10/96 14:32 FAX 206 7998 LOVELL SAUERLAND �002 1 00 =d Ave. W. Suite 200 Lc�ra1�-Sac nand L wdOd. WaBl�t tar► 98036. 97&1591 L & Associates, Ind. serge: 340080 ER� yp�e/SurvOyoto/pteautie�s/Pav�fapmentCoasII>Lc�b , FAX (2 6, JAN , ,cry io,1906 1996 LSA No. 3309. City of Edmonds i Building aDeptnent 254 5th Ave a Edmonds. WA 9M Subje& Proposed Commordal Building at MAI street, wW of 24 for LCK Inc.,, ing Dwr sirs: We were requested to calculate the quan* of to be moved as a �GSuii of t#t6 oonstruction on this site_ We assumed a finish Haar alewfion of 22 to 1* the depth Of, the ex0avation, and that the excavaWn would eAeni i to the PrMertY liries on all four ; sides. The eadsting grade was assumed to be the le Ner of efther the &�st w building finish floor, or the elevadon of the 9=nd around it Based on this, the total eavation will be apprmddu tely 1,425 cubic y4rde. No pr»p)wd fmina has been #derrtified for the site. Sinc�ra3ly� i 1 c Craig CWhPowl, P.E. 1 i i i I r 672•79" 1-27-1995 6:19AM FROM P.2 1F7M6 MAn19oNPXLS 9:45 PM Lcm Land and Comtruel" lftnwmMt LLC 0ENEM DEUVMY- P.O. SOOT 100 - EDIAOND& WASHINWON M20 PMCWE 771.0118 To 6unw at Main ,WB J A N J r ! 9 9" Sft ftwav menffi IOCATIOM 110 MWn SbvW EAn►M1d9 oAr6 7-.Oan ru 1 CLEARWO AND OEM A DEMOLITION 1.00 L8 21.500.00 21.500.00 1.763.00 $23.203.00 S RNE GRADING 230.OD CY 225 517.50✓ 2517.50 2 EROSM CONTROL L✓�� A STANDARD FILTER FENCE 170.00 L.F. 5.43 358.70 46A9 $034.59 (v 8 B CONSTRUCTION ENTRANCE O.00 EACH 1,50Dm 0.00 OAO' $OAO 3 SANITARY SEWER A W P.V.C. SW SEWER 30.00 L.F. 25.00 "0.00 ✓ wzo $90b.SS 9 -7O R CONNECT TO E7OSTR40 MAIN 2.00 IL4 CH 360.00 700.00 ✓ S7.40 $X7.40 I O C FLUSH TEST 1.00 EACH 250.00 250.00 ✓ 20M $270.50 2 9 0 D 8' LAIWPHCU 1.00 EACH 150.00 150.00 12.30 $182.30 t 1 0 E COMPACTION TEST 1.00 LS 500.00 500.00 $SW.00 S $ p 4 STORM SEWER 8 A TYPE 1 CATCH BASINS 1.00 EACH 750.00 750.00 $750.00 G B COMPACTION TEST 1 AO EACH 500.00 500.00 iS00.00 S C FLUSMICLEPOI 1.00 Ls 50o.00 500.00 **' 41.00 *541.00 68 0 12' REINFORCED CONCRETE CULVERT 42.00 L.F. 21.00 882.00 / $M.00 I O 2_0 5 ROAD CONSTRuccnos y o A IMPORTSU84AM 275.00 TON 10A5 2,791.25 / $2,79115 q'7 B 18"VERTICAL'OURS ".00 L.F. 7.15 38123 $%123 (970 C RNAL ASPHALT MONT OF WAY 205D0 SY 9.00 1 sa5 n0 ✓ f1 A"40 Z 1 50 D COMPACTION TEST 0.00 L6 500.00 0.00' $0.00 E 1-112"OVERLAYALLEY 360.00 SY 4.50 1 / $1.820.00 167 D F T CONCRETE 6[MWALK RKWIT OF WAY 023.00 S.F. 1.45 SM5 25 O G STREET CLEANINO 1.00 LS 360.00 360.00✓ 28.70 $378.70 4 O * TRAFFIC CONTROL 1100 LS 500.00 S00.00 41.00 $541.00 5 O 0 $38,M.62 4-7(,9.75. gce. o0 8VQN --3- 00 go,\)� �0 s 34 �•y (I ( ?age 1 I (890-199 CITY OF EDMONDS 250 - 5TH AVE. N.. EDMONDS, WA 98020 • 1206) 77"220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation • Engineering November 7, 1995 Brad Butterfield Butterfield Design Group 400 Dayton St. Edmonds, WA 98020 Subject: Proposed Mixed Use Building for Land and Construction Management, LLC at 110 Main Street (ADB-95-1041 (Plan Check 95-1901 Brad: LAURA M. HALL MAYOR BU1'LD1NG NOV U 8 1995 The Engineering Division has completed initial review of the subject site plans. As you may know, staff typically makes comments on the civil site plan and accompanies the letter with the red -lined drawings. Because there are no civil plans for this project, we have made the comments on the extra set of architectural drawings that you provided. The following corrections/revisions are necessary: 1. Provide detailed grading and drainage plan or letter requesting and giving da_p_� rationale for waiver. 2. Provide a site plan that details improvements/revisions needed on adjacent public right-of-way. y • Add note indicating "Existing curb gutter and sidewalk to be inspected by City. Remove and replace as required." �• Construct wheelchair access ramps as noted. IL • Relocate speed sign dependent upon landscaping configuration. >K • Stripe pavement and locate signs for parking based upon curb and landscaping configuration. • Provide details for overlay of public alley. • Show connections to all public utilities. y • Provide grades and access details from alley into parking garage. 3. Apply for street use permit and right-of-way construction permit. MAIM 10.130C o Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan j- 4. Parking garage cannot have an exterior door. Parking within building is ►���� public parking. 5. Provide concrete wheel stops for all parking stalls adjacent to building walls. 6. Revise planter island per specification of Park Maintenance. If you have questions regarding the stormwater comments, please contact Don Fiene, Hydraulics Engineer, at 771-0220, extension 323. If you have questions regarding the water and sewer services, please contact Ron Holland, Water/Sewer Supervisor, at 771-0235, extension 649. For additional information regarding design of the corner park, please contact Pat Harris, Park Maintenance Supervisor, at 771-0230, extension 378. When the referenced corrections are completed, please resubmit a copy of any plan sheet that has been changed, as well as the enclosed red -lines. Prior to construction approval, it will be necessary to submit cost estimates for bond and fee calculation purposes. There will also be a separate construction bond and monitoring of the right-of-way required. If there are any questions do not hesitate to contact me at 771-0220. Sincerely, ?Ord C. Hyde Engineering Coordinator GH/sf Enclosures c: Sharon Nolan, Permit Coordinator ;./ MAIN I 1 O.DOC 890 _ I9y CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering November 7, 1995 Brad Butterfield Butterfield Design Group 400 Dayton St. - Edmonds, WA 98020 Subject: Proposed Mixed Use Building for Land and Construction Management, LLC at 110 Main Street (ADB-95-1041 (Plan Check 95-190J Brad: LAURA M. HALL MAYOR The Engineering Division has completed initial review of the subject site plans. As you may know, staff typically makes comments on the civil site plan and accompanies the letter with the red -lined drawings. Because there are no civil plans for this project, we have made the comments on the extra set of architectural drawings that you provided. The following corrections/revisions are necessary: 1. Provide detailed grading and drainage plan or letter requesting and giving rationale for waiver. 2. Provide a site plan that details improvements/revisions needed on adjacent public right-of-way. • Add note indicating "Existing curb gutter and sidewalk to be inspected by City. Remove and replace as required." • Construct wheelchair access ramps as noted. • Relocate speed sign dependent upon landscaping configuration. • Stripe pavement and locate signs for parking based upon curb and landscaping configuration. • Provide details for overlay of public alley. • Show connections to all public utilities. • Provide grades and access details from alley into parking garage. 3. Apply for street use permit and right-of-way construction permit. MAIN 1 l0.DOC • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan 4. Parking garage cannot have an exterior door. Parking within building is public parking. 5. Provide concrete wheel stops for all parking stalls adjacent to building walls. 6. Revise planter island per specification of Park Maintenance. If you have questions regarding the stormwater comments, please contact Don Fiene, Hydraulics Engineer, at 771-0220, extension 323. If you have questions regarding the water and sewer services, please contact Ron Holland, Water/Sewer Supervisor, at 771-0235, extension 649. For additional information regarding design of the corner park, please contact Pat Harris, Park Maintenance Supervisor, at 771-0230, extension 378. When the referenced corrections are completed, please resubmit a copy of any plan sheet that has been changed, as well as the enclosed red -lines. Prior to construction approval, it will be necessary to submit cost estimates for bond and fee calculation purposes. There will also be a separate construction bond and monitoring of the right-of-way required. If there are any questions do not hesitate to contact me at 771-0220. Sincerely, ?Ord C. Hyde Engineering Coordinator GH/sf Enclosures c: Sharon Nolan, Permit Coordinator ill Wa er MAIN 110.DOC r. • Lovell-Sauerland ■ i & Associates. Inc. ]Engineers/Surveyors/Planners/Development Consultants City of Edmonds Engineering Department 250 5th Ave Edmonds, WA 98020 Subject: Edmonds Financial Center at.2nd and James Street; change in pump performance requirements Dear Sirs, 1940033id Ave. W . SUito 200 Lynnwood. Washincrion 91103b (2Oh) '/'6 IS9I (11OO) 7Yt)-'1663 FAX: (206) 672 799a April 3, 1996 LSA No. 3383 MAY 1 ® 1996 ENGINEERINC It has been indicated to me by the developer of this project that the sump pump in the southwestern portion of the site serving the exterior parking lot would be receiving more runoff than originally anticipated. The original design was intended to accommodate the 100-year runoff from an area of about 7,000 square feet, based on an SCS 24-hour type 1A design storm. During the worst 3 hours of this hypothetical storm, the pump would cycle 4 times, operating for 10 to 15 minutes each time. At this time it appears that an additional 4,000 square feet of area will actually be draining to the pump. This will result in the pump cycling 5 times during a slightly longer period of time, with the duration of the actual pumping increasing to 20 minutes during the period of peak storm intensity. If the additional area draining to the pump were increased to 10,700 square feet, the design capacity of the storage catchbasin would be reached and the pump would run continuously for about 30 minutes during the storm peak. The pump would cycle 7 times over a 5 hour period in this case. In conclusion, the proposed change in operating assumptions has no effect on the facilities as designed. No change in pump specifications is required Sincerely, LCraigCampell, P.E. Z0/Z0 39Vd UNVI83AVS-113AOI 866L-ZL9-90Z SZ:Z1 966t/E0/170 PLANNING DATA SITE ADDRESS: /0 AV 10 c5­_ DATE: 1143 /; ZONING:f3,(-- PLAN CHK#: 95-- / %4 ADB # PROJECT DESCRIPTION: Lv•�-xl,� SETBACKS: Required Setbacks: Front: 0 Left Side:_ Actual Setbacks: Front: Left Side: O Right Side: O Rear: O Right Side: Rear: CORNER LOT 4 (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Maximum Allowed: Actual: BUILDING HEIGHT: Maximum Allowed: Z3'�s',� ti �t�wN=x'Y"Actual Height: 66 y(So' *,sa" X) Datum Point:Ce twa4 2141 Datum Elevation: Zi. G SUBDIVISION / LOT LINE ADJUSTMENT: CRITICAL AREAS #: U__ - / 3 2. SEPA DETERMINATION: Ne,05 �✓//F�l� �'o�l�?� a//��5 LOT AREA: 720 DENSITY ALLOWED l; 3 1 7 UNITS ALLOWED2-- PROPOSED 2-- BONDING REQUIRED (ys/no)_(for what?) $ b �Oe,7) OTHER: Plan Review By: ,a City .of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. Issue Date: e2 d w A. Address or Vicinity of Construction: 110 Main (9611665 ) 18 B. Type of Work (be specific): Tuatal 1 Service 90 19 C. Contractor: Washington Natural Gas Contact: Marianne Kingsbury Mailing Address: 1122 75 St SW Everett Phone: 356-7500 X7596 State License ll: 98203 'Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ - Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ® Yes []No G. Size of Cut: X- H. Charge $ APPLICANT TO READ ANDS i N 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 unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costa, 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 INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME 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 Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. 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 on site,.at all times for inspection purposes. Signature: Date: 4-1 R-96 (Cad ractor o(Agent) l (// CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER `" V-x_ 12 DAYS SPECIAL CONDITIONS: VA COMMENTS: RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND III: RESTORATION FEE: PERMIT FEE :(% O U TOTAL FEE: :a o' C> C] RECEIPT FEE:. DATE: ISSUED NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 M E M� M� A E--FgVC-VWV Watermain depth mo �ntC�-TIQ� __Z� gas main Addendum to: City of Edmonds Right of Way T_-1- 2__, 2-2�w 9(.11("G9 I. IuL..C�, 11) S i- 1 BUT I IJ Key: -Vp "' Water -G- Gas -SS-.Sewer & Water hydrant p ' Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 M� AVAYIwxjlon Er-WConr&v I Addendum to: City of Edmonds Right of Way Permit Appiication Submitted by: Mariamne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 JoB 9("1 I��,,C Ilo ST 1 �uT I tJ - , L-(_�Y Key: • � -Y- Water Watermain depth mo -G- Gas -SS- Sever Water -hydrant gas main p Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 A M M A VAgyington EnergyConp&N Addendum to: City of Edmonds Right of Way Permit Appiication // Submitted by: Mariamne Kingsbury J` Engineering Aide Washington Natural Gas 19cL_7cAA v7cAL Watermain depth Mc) �atC�-T1o� gas main 9(.1ICofoS fuLL� I (� S-r � LL Key: -WM- w' Water -G- Gas -SS- Sewer -& Water hydrant p Water.valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 r' t, �� ..rr r , :: y.rf-rhl�y.-�,..ati�� yy'i;;%�"'f;TTS%`�C,:4+,d :r,..t,ai,:1.t '✓`M'%�Ib.,: ry'���;:.,.-r ur spy,,�,�ly"ni;=w'Y��b3vY'v�-.��::t,;.r.,?�FYr`t.�=�h°$"a1�ry1�.w^r '°^'y�"r.. .. :itrR�'l�F.: PAR i 90 JAY-5 CITY OF EDMONDS SIDE SEWER PERMIT �890 19�� , PERMIT 1\12 8771 Address of Construction: Afi M ! T Property Legal Description (Include all easements): Ls48-00Z -O/3 -O<> -­�Z. kiiCI`'' VED M.A.Y. I i 1996 Owner and/or Contractor: State License No, �SGf �/?�� OiC/ 9 `� Building Permit No. ��OaSCa ❑ Single Family Multi -Family Commercial ❑ Public Invasion into City Right -of -Way: ❑ No XYes (No. of Units Z ) RW Construction Permit No. Cross other Private Property: ❑ No ❑ Yes Attach legal description and copy of recorded easement 4fy that ave read and shall comply with all city requirements dicat on the back of the Permit Card. S 13 9(,=, . _ to * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE,,USE -ONLY * FOR INSPECTION CALL 771-PUBLIC WORKS DEPI T. ue Permit Fee: Issd By Trunk Charge: ,°l' ,Q Date Issued: Assessment Fee: �v �� / Receipt No.: 0� A2 8 Lid No.: - Partial Inspection: Comments Date Initial Reason Rejected: /�� fr(�,�� Date Initial Final Inspection Approved: Date' 2 J4 � Initial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3/90 E Side Sewer Drawing The City of Edmonds EASEMENT NO . ............................................ NEW CONSTRUCTION �� REPAIRS ❑ LID NO ................... .ASMT. NO. ................. . OWNER................................................................................................ CONTRACTOR........----------.....-----------................................------............ PERMIT NO. &../....7.1 JOB ADDRESS ........ Q---............................... 5 d ....................... LEGAL DESCRIPTION: LOT NO. -------------------------------------- BLOCK NO. .................................... ............................................................................. ................................•--•-.......---------------------------.--.---------- NAMEOF ADDITION---------------------------------------------------------------------------------------------------------------------- ON L-LT � u PWW-0001-11/75 (REV.11178) . 1 I2 r leer 't'4 ` De o f . ( O S u� rac L Approved: DATE ..' z ---------------- BY APPLICATION for i he City of Edmonds SIUDE SEWER PERMIT EASEMENT No . .............................. ........ NEW CONSTRUCTION 0 REPAIRS 0 112-03800 OWNER .......... Products............................•.................---•--.. CONTRACTOR ................................................................................................... PERMIT No. ...................... ADDRESS ....... . .................. I ......................................... ...... LEGAL DESCRIPTION: LOT No. .................................. ........... BLOCK No. ............................................ NAME OF ADDITION ................................................................... Wt- LU LLA Dye Tested On Sewer 1972 Approved: DATE............................. . � Q� �txv V , - 1 � i v s �� iz.. s,F' F USE PERMIT CITY OF EDMO DS ZONE NUMBERC7CJ CONSTRUCTION PERMIT APPLICATION JOB ITE/APT OWNERNAME NAME OF BUSINESS ADDRESS112 /1l MAILING ADDRESS Pago /e0 CITY ZIP TELEPHONE N NAME A CITY ZIP ITELEPHONE NUMBER NAME ADDRESS cc Q CITY ZIP TELEPHONE NUMBER 0 7' y O STATE LICENSE NUMBER EXPIRATION DATE Legal Description of Property - include all easements . C/ 5 Property Tax Accgdnt�^� Parce940. NEW R ENTIAL PLUMBINGIMECH COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE APT. BLDG. SIGN REMODEL ❑ GRADING FENCE REPAIR CYDS. (_X_I WOODSINSERT SWIPOOL TUB DEMOLISH HOT HOT SPA GARAGE RETAINING WALL/ CARPORT. ROCKERY ❑ RENEWAL O (TYPP USE, BUSINESS a OR A TIVITY) EXPLAIN: w NUMBER o OF NUMBER OF DWELLING I 7, CRITICAL AREAS coSTORIES UNITS NUMBER 91 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCPApproved ❑ RW Permit Required ❑ EXISTING REQUIRED DEDICATION Street Use Permit Req'd ❑ Inspection Required ❑ PROPOSED Sidewalk Required ❑ IL W METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED t- YES ❑ NO ❑ 3 O REMARKS Z w Z a Z W ENGINEERING MEMO DATED " REVIEWED BY SIGN AREA SEPA REVIEW ADS NO. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE N EXP VARIANCE OR CU LA ING REVIEW BY / TE SETBACKS — FEET HEIGHT I LOT COVERAGE FRONT SIDE REAR BY I TYPE OF / / • CONSTRUCTION I COI T- NSPECTOR—�- IAREA .� ❑ YES �7 REMARKS PROGRESS INSPECTIONS PER UBC 108 ILL AA �� (,W,t V-- Imo+/ u l n` FINAL INSPECTION REQUIRED VALUATION FEE V. P a PLAN CHECK FEE BUILDING HEAT SOURCE: GLAZING a�0 PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and I successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to I modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance provision." ENO. INSPECTION FEE PLAN CHECK DEPOSIT TOTAL AMOUNT DUE b k I d that I have read this a lication that the Z,7?:— I here y ac now e g pp 0ATTENTION information given is correct; and that I am the owner, or the duly APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a. permit` until state laws regulating construction; and in doing the work authoriz•' AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18 27. INSPECTION acknowledged in space provided. SIGNATU (O A T DATE SIGNED DEPARTMENT /q // "'! �Cl? CITY OF OF ICIAL' IGNATURE DATE / EDMONDS ATTENTION I SPECTIION �;�(yLDATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ww 771O110 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK — Owner GOLD — Assessor 1024? 11 CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME NAME OF BUSINESS W MAILING ADDRESS CITY ZIP TELEPHONE NUMBER NAME w ADDRESS YlorJ r - < CITY ZIP ITELEPHONE NUMBER NAME) dO _ ADDRESS C. CITY c, ZIP TELEPHONE NUMBER STATE LICENSE NUMBER EXPIRATION DATE I .a. Nnr 7I J -l1L ).2 - - 9L Legal Description of'Property - include all easements Tax Account 4 Parcel No. NEW RESIDENTIAL PLUMBING ADDITION LACi COMMERCIAL MECHANICAL REMODEL APT. SLOG. SIGN (� FENCE REPAIR WIG Y`'`CYDS. ( x_FT) DEMOLISH INSERT SWIM POOL HOT TUBSPA rj&G ARAGE RETAINING WALL/ 141C"Na" ROCKERY RENEWAL (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: NUMBER OF NUMBER OF DWELLING r2, CRITICAL AREAS STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) r.,ti x i ,:n - or,& a (3FFIC % U1Vi-)o O ZONE PERMIT oNv� NUMBER�� !,s/ JOB SUITE APT o ADDRESS LEGAL DESCRIPTION CHECK SUBDIVISION NO LID NO ) 1'> PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP 1^� TESCP Approved RW Permit Required O �6. EXISTING REQUIRED DEDICATION Street Use Permit Req'd M PROPOSED Inspection Required Sidewalk RequiredUj Q e. METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES O NO 0 0 REMARKS K cr -r, , itr%air✓ ��.✓�. / Z c%. t- �� � n <a/✓T!: i � ,'k^i� i ,7l:;�•J ,/� /n 1.s ; -t Q w ENGINEERING MEMO DATED REVIEWED BY SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMP TEdd EXEMPT ADB NO t . 0r i %10 SHOPELIN EXPf VARIANCE OR CU PLAN INd REVIEW BY /r4 PATE SETBACKS — FEET HEIGHT LOT COVERAGE,- z FRONT SIDE REAR 75 z a REMARKS a hjo6PV,1,4v&Vd G//4Wed CHECKED BY ITYPE OF CONSTRUCTION CODE OCCUPANT GRQU SPECIAL INSPECTOR REQUIRED [&A OCCUPANT LOAD YES .��Q REMARKS (7 PROGRESS INSPECTIONS PER UBC 305 s J - - - - m FINAL INSPECTION REQUIRED VALUATION FE PLAN CHECK FEE BUILDING HEAT SOURCE: /� �^ Ci 1 ` Gl RING A_ A'AM PLUMBING 3 :/�' Plan Check No. /C� L2 MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENG. INSPECTION FEE�� "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, f employees, and agents from any and all claims for damages ofcc _ whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT c modify, waive or reduce any requirement of any city ordinance ° nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz• AUTHORIZES ed thereby, no pe son will be employed in violation of the Labor ONLY THE Code of the $ta of Wa ington�elating to Workmen's Compensa• WORK NOTED tion Inspra C nd RC 18:27. Y INSPECTION SIGNgT R 0 ER OR E 1 DATE SIGNED DEPARTMENT 1 CITY OF EDMONDS CALL FOR A��WpT ISPECTIION IT ISLTO SE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ��� Owwo LL A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. 1-To 'e-C,1 T 9.4 •-.• 1 17 i APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his/her Deputy; and fees are paid, and receipt is acknowledged in space provided. 7WS NATURE 1 DATE i ELEAS D a DATE ORIGINAL — File YELLOW — Inspector PINK — Cv.ner GOLD — Assessor I n CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME NAME OF BUSINESS w MAILING ADDRESS z . 0, (°;oX I;� U CITY - } ZIP TELEPHONE NUMBER cpNlL%f�; k71 �.,I NAME r_ I_r, I C L I-) ;? "I(ar1 o'g-04 NAME � LA �-0 6VAXV� Uc r/aN 3Prl(, CITY' ZIP TELEPHONE NUMBER S ' Eomow 9 e5f ay -7 7/ w 1 // STATE LICENSE NUMBER EXPIRATION DATE 1 a.V6r'MI ®'SSkL ],-� - &,--11. Legal Description of Property - include all easements SITE 19L Ar-,1 ' r Property Tax AccountvQ Parcel No. C/C/ � NEW RESIDENTIAL El PLUMBING rEl ^ El ADDITION lL1 COMMERCIAL MECHANICAL/ REMODEL APT. BLDG. SIGN GR 01 G I► FENCE El REPAIR CYOS. L_ x _FT) El DEMOLISH 0 OSTOVE INSERT SWIM POOL El HOT TUB/SPA jIEWG ARAGE RETAINING WALL/ Lau CAL El ROCKERY RENEWAL (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: Cor1FF- oc± NUMBER! OF Z NUMBER OF DWELLING r2, CRITICAL AREAS STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) ZONE PERMIT zoN✓I ,� NUMBER �OC� �7 SUITE APT a JOB / ADDRESS I LEGAL DESCRIPTION CHECK SUBDIVISION NO LID NO Ir U_ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING rL'= REOUIRED DEDICATION ` TESCP Approved RW Permit Required O _ Street Use Permit Req'd C] PROPOSED Inspection Required Sidewalk Required Q IL METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED ui I YES O NO O 3 0 REMARKS Z cc l.r�• wir; Qf.✓�. 5�u/ ,P:o,.�;a �i;.OrJ•% Iic�vi i 0 W REVIEWED BY SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMPf.TE EXEMPT AOB NO. .r0 10%i, // 100,44105 SHO�IELIN .A EXP 1, Jtl.� VARIANCE OR CU PLANI61Nd REVIEW BY / PATE SETBACKS —FEET HEIGHT c� LOT COVERAGE ? a� Z FRONT i SIDE REAR �5j 1 /GF ) /0:1 a REMARKS a ,kW,asi4r,W Aavd Gt'/�4r�Pd 6 .3mur1 w e4~~ FK D BYI TYPE OF CONSTRUCTI01 z,I *Sr- / HA REQUIRED I]CYFA I'7Jl'f/)/s�Z !I ��78�R I LOAD PROGRESS INSPECTIONS PER UBC 305 to J k-A I X I✓ 11 - j S C , 0 r F., C r- Ir o N L?o I FINAL INSPECTION REQUIRED rS VALUATION PLAN CHECK FEE BUILDING HEAT SOURCE: GI�'!ING PLUMBING f Plan Check NO. S / MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENG. INSPECTION FEE�1 "Applicant, on behalf of his or her spouse, heirs, assigns and in successors in interest, agrees to indemnify, defend and hold J harmless the City of Edmonds, Washington, its officials, s employees, and agents from any and all claims for damages of iwhatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT c o modify, waive or reduce any requirement of any city ordinance = nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz• AUTHORIZES ed thereby, no peon will be employed In violation of the Labor ONLY THE Code of the to of WasWingtonrelating to Workmen's Compensa• WORK NOTED tion ins0raAc%4nd RCW 1 .27. / / I INSPECTION SIGN9T R 0 ER OR E DATE IGNED DEPARTMENT X CITY OF �. EDMONDS A' NT CALL FOR /SE INSPECTION OR OCCUPY A BUILDING OR STRUCTURE IT IS' NLAW L TO UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ��� Owwo 11 A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. FEE 'Y APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his/her Deputy; and fees are paid, and receipt is acknowledged in space provided. Ws NATURE DATE / A EAS n RV i :7 DATE ORIGINAL — File YELLOW — Inspector PINK — OV.n•er GOLD — Assessor ; •`1R�`?�3?':�a��'�et`&':�3'���?h�J�zf>.'.� •�r°;.`:e�x;rfn',r �•;,,`•. �t4?,""x,Ar.3f.�,�;s:� ... ..t;. File No.- -13 Q Fee:- � Q. �p �s.o a Qnu. e-v%eic0cs -I3-DS0 APPLICATION FOR SNORELI11E MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT TO,THE APPLICANT: This is an application for a substantial development permit and .is authorized by the Shoreline Management Act of 1.971. It is suggestea that you check with the appropriate local, state, or feder- al officials to determine whether your project falls within any other, permit systems, since a permit under the Shoreline Management Act will not excuse the applicant from compliance with any other local, state or federal ordinances, regulations or statutes applicable to the project. 1. Name of applicant Port of Edmonds 2. Mailing address 456 Admiral Way, Edmonds, WA 98020 3. Relation of applicant to property: Owner Lessee_Leased Bed of Navigable Waters - from DNR Contract purchaser Other (specify) ►►. Name and address of owner, if other than applicant: Qenartment of Natural R sourres_- Olympia. WA 5. 'General location of proposed project (give street address if- known, city or town, and county; otherwise give distance and direction to nearest town): Main _Street and Railroad Avenue 1 6. Legal description of property: See 23 T 27 R3E P-3,,-4 7. Name of adjacent water area or wetlands: Sound 8. Current use of the property with existing improvements: Ferry Terminal 9. Describe proposed project: Install moorage float and ramp south side of ferry dock 10. Nature of the shoreline. (Describe type, such as beach, bank or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any.) Beach Project diagrams: draw all maps to scale, clearly indicating scale on lower right corner of the map. Attach all maps to application. (a) SITE PLAN MAP. Include on map: (1) Site boundary and dimensions in vicinity of project. (2) Land contours using 5-foot intervals or, cross sections. If project includes grading, filling, or other altera- tion of contours, then either: (i) Indicate existing and proposed contours and;items (3) through (8) below; OR (ii) Provide two cross sections, one showing existing ground elevations and height of structures, the second showing proposed ground elevations and height of proposed structures, with both showing (4) below. (3) Size and location of existing improvements which will be retained. (4) Ordinary high-water mark. (5) 'Size and location of proposed structures. (6) Maximum height of proposed structures above existing grade level. (7) State type and amount of proposed fill. (8) Proposed utilities. (b) VICINITY MAP. Indicate relation of site to adjacent lands and the uses to which they are put for at least 400 feet in all direc- tions from the project site. I, PORT OF EDMONDS am the above -named applicant for a permit to construct a substantial development pursuant to the Shoreline Management Act of 1971, and hereby state that the foregoing statements, answers, and information are, in all respects, true and correct to the best of my knowledge and belief. Zt�-- / (Signature) A10 67 9TH PL 0112 sw PARK LO IT OVERLOOK PK tL 5 AL;w 2 %IND Pt I- I RT I R4 —TH 8500 A)j HUTT r , < 185TH 1 P, PL SW 185114 a I PL 5 '86.FTI 'T 5 b u 7 PK 187TH I Iw 3: PL SW [115 1871H ,8,1 187 ff PL SW ST SW I esw"', < Ply SR s F. u tz SW tSW 1191SI f B I W R ST HERR AKE PL ST ST < NIST < ST S. _!L_S.'�' 191SI ST 19OTH ST SW p poxltvu ID Z*y,,, 6JO 14,11 S. 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TYPICAL S��S Iro IS 14 13 12 6— `-(::>\\ot'l 119.95' u I R UNITT t?-20! � ELECTRICAL ROCIV :� STORAGE C.E. y UNIT R-203 cN -. (A GToRAG2 a m I I I v T 81 SGc R. N II QW w G t W .........0. . L 1_o�.pn YF.T YP. 1J12�0 lv )N , A-MTVP# srnwS 2, GvrreaS u /3vw�0�- 0 2 AW IF, I 9% APPROVED — DATE CITY FED ONRE DS - L G. DEPT. i, / Building Official ^ j� acc 1 9i3 0- • • ' 22-144 200 SHEETS 9 -.V e i}•b t x -x 22-141 50 SHEETS • • Kok 22-142 100 SHEETS 22-144 200 SHEETS /. I - �. �--� � d o � S Cw•,., proo � •sue-•,a.��/ . " Y _ 1 _ _ w •i 1. ALL' CONSTRUCTION : SHALL COMPLY WITH THE 1994 UNIFORM ° 16. ALL OPERATIONS CONDUCTED -ON THE PREMISES SHALL NOT BE BUILDING-- CODE, WASHINGT N STATE REGULATIONS, -"FOR, OBJECTIONABLE NABLE BEYOND- THE PROPERTY BOUNDARY LINES BY BARRIER FREE DESIGN, ASHINGTON STATE ENERGY CODE, AND REASON- OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, APPLICABLE LOCAL CODES, ORDI<NANCES,,AND STANDARDS. VIBRATION,, HAZARD, OR OTHER CAUSES. IN ADDITION, THE, CONTRACTOR: SHALL MINIMIZE DISRUPTIONS OF ADJACENT 2. THE CONTRACTOR IS TO VERIFY ALL EXISTING. CONDITIONS, FLOORS DUE TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION; DIMENSIONS, ETC., AND. NOTIFY THE ARCHITECT: OF ANY ALL .COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES PRIOR TO PROCEEDING WITH -THE WORK. CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. `3. _ ALL:ITEMS MARKED "N.I.C: " ARE NOT PART OF THIS CONTRACT. 17. ALL EXPOSED GYPSUM BOARD IS TO=HAVE METAL EDGES AT ALL 4. 'ALL WORK°SHALL BE A - . "IED IN ACCORDANCE WITH THE ` CORNERS AND WALL INTERSECTIONS: MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTENDIRECTIONS. THE `I3#DDER IS TO PROVIDE THE _LATEST 18.. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF RECOMMENDED I PRODOCTS, ' MATERIALS, .AND METHODS FOR 1 THE 1994. UBC AND THE U.S. PRODUCT SAFETY COMMISSION: EACH MANUFACTURER TO'MEET THE"SPECIFIED PERFORMANCES SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS AND WARRANTIES.: - (42 FR 1426; 16 CFR PART 1201). 5. DO. NOT SCALE DRAWINGS; DIMENSIONS- GOVERN. .. THE; 19. THE CONTRACTOR SHALL VERIFY 'ALL _ DOOR AND WINNOW CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ROUGH-OPERATINGDIMENSIONS WITH THE DOOR AND WINDOW ANY DISCREPANCIES: - TRIP DRAWING SCALES ARE INDICATED -TO : AI�tUFACTURERS. PROVIDE VISUAL PROPORTION AND SHOULD .BE VERIFIED WITH SIMILAR DRAWINGS AND LISTED DIMENSIONS - 20. AFL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A ` RECOGNIZED AGENCY SHOWING � SPECIFIC RATING. 6. WHERE CONSTRUCTIO DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART -OF THE WORK, THE DETAILS SHALL BE THE SAME 21. - ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLANS ARE FOR AS. FOR OTHER SIMILAR WORK. THE BIDDER SHALL ASSUME..: THE,GENERAL INFORMATION OF THE CONTRACTOR. THE EXACT CONSISTENT CONSTRUCI"ON PRACTICES OCCUR IN AREAS; LOCATIONS SHOULD REVERIFIED: WHERE DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR 7' PROCEDURES. = 22. EXIT � SIGNS AND- 1-1-11 JMINATION SHALL CONFORM 'TO THE 11994 UBC, CHAPTER 10. T. WHERE DEVICES OR ITEMS OR PARTS THEREOF REFERRED 'ARE TO, IN A SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO, -21 EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT AS MANY SUCH DEVICES, ITEMS FOR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROPERLY COMPLETE THE WORK. 24. FIRE EXTINGUISHERS: VERIFY THE AND 8. IT: SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR' TO ,REQUIREMENTS LOCATIONS WITH THE FIRE MARSHAL THE CONTRACTOR IS TO LOCATE ALL'EXISTING UTILITIES WHETHER SHOWN HEREON OR SUPPLY FIRE EXTINGUISHERS AND CABINETS, AS REQUIRED. NOT TO PROTECT THEM: FROM DAMAGE.,,., THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF 'OR 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER UTILITIES OTHER PROPERTY -DAMAGED BY OPERATIONS IN DECORATIVE MATERIAL WOULD TEND TO INCREASE THE FIRE CONJUNCTION WITH THE EXECUTION OF THIS WORK. AND .PANIC HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE- 9. THE CONTRACTOR WILL,- VERIFY AND CONFORM , TO :ALL RETARDANT CONDITION BY MEANS OF A FLAME-RETARDANT REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE NOTED IN THE PLANS AND SPECIFICATIONS. MARSHAL. PROVIDE CERTIFICATION TO THIS EFFECT: 10. EXISTING ELEVATIONS; AND LOCATIONS TO BE JOINED SHALL BE 26. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE CONCEALED OR OBSTRUCTED BY DECORATIVE LAI LIT -=- IF THEY L}IfFER ' FROM, THOSE � ON THE MATERIAL, DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, SO,MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH 27. MINIMUM FLAME -SPREAD CLASSIFICATION OF INTERIOR FINISHES THE WORK. SHALL BE IN ACCORDANCE WITH TABLE 8-B OF THE 1994 UBC. 11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL 28., ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND AREAS SHALL BE LEFT IN BROOM CLEAN AT ALL TIMES. SECURED IN ACCORDANCE WITH UBC SECTION 2504, STANDARD 25-23, FOR EARTHQUAKE ZONE III. 12: ; THE CONTRACTOR SHALL=TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT 29. SOUND INSULATE ALL PLUMBING WALLS. ALL TIMES. 13. APPROVEDPLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN, ALL CONSTRUCTION SETS- SHALL REFLECT THE SAME 'INFORMATION, AS WELL AS REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR. SHALL ALSO MAINTAIN N GOOD" CONDITION, ONE COMPLETE SET OF PLANS WITH ALL- REVISIONS, ;ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT -ALL TIMES. THESE ARE -TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE COMPLETE SECURITY OF THE -BUILDING V1 HILE._THE_JOB IS, IN PROGRESS-_- UNTIL"THE JOB IS COMPLETED. 15 ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. AFTER .THE ESTABLISHED DATE OF "SUBSTANTIAL COMPLETION", .SPECIFIED, AND ,SHALL BE SO `STATED IN THE CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT" ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE3(5)'DAYS AFTER NOTICE IS GIVEN. i P;,x KT, T ,_, ('12-) F--L, t 23,QI 21 I. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800424-5555) 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE OWNER -OR HIS AGENT.IN.WRITING... „ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14- FROM CENTER OF TREES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 7. SUBGRADE IS TO BE WITHIN IMOTH FOOT AS PROVIDED BY OTHERS. 8. ALL VEGETATION INCLUDING THEIR ROOT SYSTEMS TO BE REMOVED WITH THE EXCEPTION OF THE EXISTING TREES WHICH ARE TO REMAIN. 9. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. 10. MINIMUM 2" DEPTH MEDIUM GROUND STEERCO MULCH IN ALL PLANTING BEDS. (FROM SAWDUST SUPPLY, 622-3476) 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER .MANUFACTURERS RECOMMENDATIONS. 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. a) GENERAL: All plant materials fumished shall be healthy representatives, typical of their species or variety and shall have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigorous, well developed root system. All plants shall be hardy under climatic conditions similar to those in the locality of the project. b) Trees, shrubs, groundcovers: Quantitii es, species and varieties, sizes and condition as shown on planting plan and project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, insects, decay, harmful defects, all we,.+ds and weed roots. NO SUBSTITUTIONS shall be made without written approval from the landscape architect. 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN WITH 100 % COVERAGE. LAWN AND BED SEPERATION. Aa lr_R_4wN ►" Allp-lovF5 FW• GAPE . � kit 1ljt�.= � • PI.AKt•'ING-�..ott, z k11► NvTE FY71z (a PUNTS. �I 4 Peet t�'_I<- ex,.I mot Htµ. GLE>4��r-ICE PLL S-IDEG SHRLME3 PLANTING N.T.S. 1015 N Z� oo l 3 co H SYMBOL NAME BOTANICAL NAME SIZE QTY BURNING BUSH EUONYMUS ALATA'COMPACTA' 36" 30 VARIEGATED IVY HEDERA HELIX 24" o.c. I GAL ..- 300 e RED SUNSET MAPLE ACER RUBRUM RED SUNSET 2 %" CAL- 3 4 Ar -- ► A& vo ,w Aoe ATrA.GH IzPf!,xtz_ Lam- ` i h _ �y Pz6A?- Z.?u-( 4 =a I2 G-A. G, ALV U3IF-15 PkNP k11FH+-: htl�r TF�1fJlc W�TF� . TA•PE • r'C-t3FtR-ilhK7�LLED DN SaiiH= I �,a G+t}T ' G+�NT �I2:=.Cn-. CoNG lzm* ir W FVT GFC14-r4 L '4 BST 51f TEE .. �. SET C420WN IAbZN� t a 3r; i'✓!` L4. ' Of - TREE � � . t �����t _ � � � Q � �_„ f�"_' t=I N• 6f �r+°"�yE' . Y FILL. A'D. ,\ f� /�/ j[� i _ / JfCI / yNsc�tL t?rLt_, Ijt ... �.�..� I 4;0MF'btCTE0 50 HIN. _ ALL rgoec 0 I:k .45h. T e_ C►-21DUt)US TREE PLANTING OCT 3 0 LN15 VSHMIT COUNTER CM Q 0) . 0. 0; o Z 0 4Z co 4W.� Revisions: ' CCU 2 f' V UJ Nam <: M 0- S�, � 77 2 ),;/I/q / A-) ,S LTA /4-/l P valIra aT GENERAL -NOTES i I 1. ALL CONSTRUCTION- SHALL COMPLY 11tlITi-I THE 1994 UNIFORM 16. ALL OPERATIONS CO DUCTED ON THE PREMISES SHALL NOT BE BUILDING CODE, WASHINGTON STATE REGULATIONS FOR OBJECTIONABLE BE ND THE PROPERTY BOUNDARY LINES BY BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. VIBRATION,. HAZARD, OR OTHER CAUSES. IN ADDITION, THE - CONTRACTOR SHAL MINIMIZE DISRUPTIONS OF ADJACENT 2. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, , FLOORS DUE. TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION. DIMENSIONS, ETC., AND NOTIFY THE ARCHITECT. OF ANY ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CLEAR OF DUST,, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. 3. ALL ITEMS MARKED "N.I.C. " ARE NOT PART OF THIS CONTRACT. 17. ALL EXPOSED GYPSUM BOARD IS TO HAVE METAL EDGES AT ALL 4. ALL WORK--SHALL-BE APPLIED IN ACCORDANCE WITH THE CORNERS AND WALL 1 TERSECTIONS. MANUFACTURER's LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. THE BIDDER IS TO PROVIDE THE LATEST 18. ALL GLASS AND GLA ING SHALL COMPLY WITHCHAPTER 24 OF RECOMMENDED PRODUCTS, MATERIALS, AND METHODS FOR THE 1994 UBC AND HE U.S. PRODUCT, SAFETY COMMISSION: EACH MANUFACTURER TO MEET THE SPECIFIED PERFORMANCES SAFETY STANDARD OR ARCHITECTURAL GLAZING MATERIALS AND WARRANTIES. (4 FR 1426; 16 CFR P _ FIT 1201) 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE 19. THE CONTRACTOR 'HALL VERIFY ALL DOOR AND WINDOW CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ROUGH -OPERATING „IMENSIONS WITH THE DOOR AND WINDOW ANY DISCREPANCIES. THE DRAWING SCALES ARE INDICATED TO MANUFACTURERS.�`T�-I�' PROVIDE.VISUAL PROPORTION AND SHOULD BE VERIFIED WITH �? SIMILAR DRA1lt,+INGS. AND LISTED DIMENSIONS 28. ALL REQUIRED FIRE DOORS SHALL BEAR. A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. --�-- 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME 21. ELECTRICAL ROUGH -I J AND REFLECTED CEILING PLANS ARE FOR AS FOR OTHER SIMILAR WORK. THE BIDDER SHALL- ASSUME THE GENERAL INFORI�IATION `OF THE CONTRACTOR. THE EXACT CONSISTENT CONSTRUCTION: PRACTICES OCCUR IN AREAS LOCATIONS SHOULD BE,VERIFIED: WHERE DETAILS ,DO NOT INDICATE SPECIFIC: MATERIALS OR PROCEDURES. 22. EXIT SIGNS- AND ILL MINATION SHALL CONFORM TO THE 1994 UBC, CHAPTER 10. 7. WHERE DEVICES OR ITEM&OR PARTS THEREOF ARE REFERRED . TO I A. SINGULAR,, IT IS INTENDED THAT SUCH SHALL APPLY TO 3. EXIT DOORS SHALL E OPENABLE FROM THE INSIDE WITHOUT AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.', PROPERLY. COMPLETE THE WORK. 8, IT SHALL BE THE .RESPONSIBILITY OF THE CONTRACTOR TO 24. FIRE EXTINGUISHE S. VERIFY THE REQUIREMENTS AND LOCATIONS WITH THE,FIRE MARSHAL. THE CONTRACTOR IS TO � t� LOCATE -,ALL EXISTING UTILITIES WHETHER SHOWN HEREO .OR, SUPPLY FIRE EXTINGUISHERS AND.CABINETS, AS REQUIRED. C � NOT TO PROTECT THEM FROM. DAMAGE. THE CONTRACTOR SHALL'BEAR ALL, EXPENSE _-OF' REPAIR OR REPLACEMENT OF 25,. ALL DRAPES, HANGINGS,; CURTAINS, DROPS,; AND ALL OTHER UTILITIES OR OTHER .PROPERTY DAMAGED BY OPERATIONS IN DECORATIVE MATERIAL WOULD TEND TO INCREASE THE FIRE CONJUNCTION WITH THE EXECUTION OF THIS WORK, AND PANIC HAZARD '1SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL] BE TREATED AND MAINTAINED IN A FIRE- 9. THE CONTRACTOR WfiLL VERIFY AND CONFORM TO ALL RETARDANT CONDITION: BY. MEANS. OF A. FLAME-RETARDANT REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE NOTED IN THE. PLANS AND SPECIFICATIONS. MARSHAL.-, PROVIDE CERTIFICATION TO THIS EFFECT: EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE 26. EXIT. DOORS, EXIT LIGHTS; AND FIRE EXTINGUISHER LOCATIONS VERIFIED BY- THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE CONCEALED OR OBSTRUCTED �BY � DECORATIVE LAYOUT. IF THEY DIFFER FROM THOSE S1 fOWN . ON THE MATERIAL. DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, G ' SE I MODIFICATIONS, CAN � BEMADE BEFORE PROCEEDING WITH 27. MINIMUM FLAME -SPREAD :CLASSIFICATION OF INTERIOR FINISHES TI1E1 WORK'. SHALL BE IN ACCORDANCE WITH TABLE 8-B OF;THE 1994 UBC. . ALL DE RIS' SHALL BE REMOVED FROM THE PREMISES AND ALL 28. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED .AND AREAS SHALL BE LEFT IN BROOM CLEAN AT ALL TIMES: SECURED IN ACCORDANCE WITH,UBC SECTION 2504, STANDARD 25-23, FOR _EARTHQUAKE ZONE III: 12. THE SHALL TAKE ALL NECESSARY" PRECAUTIONS ,CONTRACTOR T ENSURE THE, SAFETY OF THE QCC JPA TS AND WORKERS AT 29. SOUND INSULATE PLUMBING WALLS. ALL TIMES Ike �iGN �vl '�t !Eit'1PPJI'_t Gj{ti,k- E� t `� 13 APPROVED_ PLANS. SHALL BE KEPT IN A PLAN`BOX AND SHALL. NOT P�1 Pf1 P �r_> F-R.tT; I FL; ��#�i �te.- I� i t��-" f'ovr , BE USED BY ,ANY IWORKMEN. ALL CONSTRUCTION: SETS SHALL ^w rN Ft-��l Ta��. t�tHE �Trt�- ►G+t`LS AfC1=, REFLECT THE SAME `It FORMATIOm AS WELL AS REVISIONS, r���i � =, TrHF---." -r L� t.�o t�tt L;V I'1o�.2,9t I ADDENDA, AND CHANGE' ORDERS. � THE. CONTRACTOR SHALL ALSO.WAINTAIN N GOOD CONDITION-, ONE COMPLETE -SET OF 1,4 l i- l�I�.�F_U-1ti44 I}t�t►��=�4>H,41,L.G' HAvr-- A44 �Oc..FNt .M14,- k_JHc-,L-F PLANS -WITH ALL REVISIONS: -ADDENDA, AND CHANGE ORDERS, Na-�-tstf Ffir? Lae_- �.-t2 IF4 -t-HE L.,p L,.t{ pf;2f ``r �� I-4/ \/FNT ON THE PREMISES AT ALL TIME: THESE ARE TO BE UNDER THE �T`�InE ' Ott cL.�; / k-I•.�,G. CAREOF THE JOB UPERINTEIEENT.: r72 f I —rH tr t-°I M t - I t, - ro �_-r l o t-I OF:, -TH THE CONTRACTOR SHALL $E RESPONSIBLE FOR THE COMPLETE O 'OF- fit- i i.p i F464 �I-tAt N �`� T 1= Orr-.I-AtIP64 I-P �F= 1�I 1;. - PUY To PAP -IN + G F , SECUR TY THE BUILDING WHILE. THE JOB IS' IN PROGRESS 1 UNTIL TI fE J0JI3 IS COMPLETED. - 3 a t. o Hi&H 0 1 2'� i#-i F- 4 -- — 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1 ) "SUBSTANTIAL ( A�- � #� A M�cI I�U�1 ��4� t-ttGN�i" r_�Fr 1/�-` [���, � I4�. Ir�41 1lpt,�, C�>. YEAR .AFTER THE ESTABLISHED DATE OF. COMPLETIOI ",. SPECIFIED', AND SHALL BE SC1,.STATED: IN THE CONTRACTOR'S, WRITTEN PROPOSAL AND:AGREEMENT.' EEI IEI' T. ALL �I, �L_A2_j GaHALL F"e C Ff2'1T F I � V Alert � LP,�F LAP �J/ . REPAIRS, CORRECTIO iS, DISCREPANCIES, ETC;, MUST BE- MADE _ i1 i HF ,T G+, t ►� I t-1 t � � /0-1 lH9rfFt4Pt_-NT � t��`t'' L t��t��-�� �� N I=I�� /1 � I2 I WITHOUT ANY ADDITIONAL COST .TO THE. OWNER, AND WITHIN { FIVE (5) DAYS AFTER NOTICE IS GIVEN: ; -IF . T, 14 ' �..I. U4 r i F'�I F-- 9 TO I VJ/� N 1500 �} OF' E c,_'A _e U I~-A� P - - - fI �r/ii-i k l OF TH e. 6,,,4b l V/t�l.'y.:�,.,.,_+ f r r,-^ ✓`� � . �„ e , L -t( o �3 " F viPE:p F ALL, C',U�`� r c IrT ]:;z I C � c d# Ri S0 I`; � � OIL GL,4 , AND goc; /GL6. A��M�L:IE t~Ql. FIE 'C:AI't c� ' 1 ► l u rl I P �x 11 i; ,its ANAL-L- �E ICI, . p . A'r' ALL I �rAl �:.�fcO , IF-x I rO0� t.c �FI,t I r0 CLXAf L- I t i aT THE- 6i^ t E-. i `/ 1-:N ` -1 L�ATt O N 4v H ALL- THE- t pEp �T THE— �Tp ap }!, �L.iFrtG. t"t I lit 1 F � R >QLj � f=F FOOT. c?� �t � �L-� j� AFz� w EG{'tUN IS0 2� 2 7 ., '- _ _ � � - - .. -.� _ _ �' � _ _ _ .. � �, _ _ - _ � .. . . r _ .... ...�. ..-...r.... .. .. .. - __ .. - � �� __...._..... _.... ..._ �.. �.__w...�.. ...._ _ .... __ - . ._ _ _ '. _.. .. _. _ .. __. _. � �.. .._ .. .. ... _ 1. _ .. .. .�,.. ,. _.. �_.._ _... .�_.._.. .-. .. _.. .. � ., '� .... -.. ��.__.f._ _ .. S&W,W r 6/k, t 7. . SUBGRADE IS TO BE WITHIN 1/10TH FOOT AS PROVIDED BY OTHERS. ' 8. ALL VEGETATION INCLUDING THEIR ROOT SYSTEMS TO BE REMOVED WITH THE EXCEPTION OF THE EXISTING TREES WHICH ARE TO REMAIN. G p t of �uILA G 9.' MINIMUM 4" DEPTH, WfNTERMIX, TOP SOIL IN ALL PLANTING BEDS. Ilk 10. MINIMUM 2" DEPTH MEDIUM GROUND STEERCO MULCH 1N ALL PLANTING BEDS. (FROM SAWDUST _ vF SUPPLY, 622-3476). a, �. �f 11: ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER Cl r G'PENI NG �A MANUFACTURERS RECOMMENDATIONS. W _ 4 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. Q a a) GENERAL: All plant materials furnished shall be healthy representatives. resentatives, typical of their species or variety U_ tt! and shalt have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigorous, well developed root system. All plants shall be hardy under climatic conditions.similar to those In the locality of the project. 2 b) Trees: shrubs, groundcovers: 'Quantities, species and varieties, sizes and condition as shown on planting. plan and project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, insects, decay, harmful defects, alllureeds and weed roots. NO SUBSTITUTIONS shall be made without ��r­1111111111` V written approval from the landscape architect. 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS ++* mom ��2 r^u� i �� F�:-DAP.-.`. 2 (rptl SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN WITH 100 %COVERAGE_ LAWN AND BED SEPERATION: jai UJ Wag= Itnutramnola Ac i C-P--4f,UP I" APOVE FiN. GRAPE Z" . FtN.-CIF-AfJE3' - 1=11�L,- �� i r� NP49, PLt3NT,' ��� ► ci.4j- E PEEL: f,r'GK- Pa" ALL S0EG SHRUB PLANTING N.T.S. •. r. F rll Nh IN olixZ 2 -imp klrP�•: ;LC-�it-4;7"I.LED oN C,0VrH- s67' cF�wN 1" A�so�/c rlt�• �� S r GPI`-ew S r ` NN• 4� 21 f L 111 Sap sPEcs la+ L fvnF ry L t d APS E on-4 t) ._ a��i �S iuA--�- �= �-r�- ea�c►L L f�f�.Pr. �,�*1(X►��14�P`��c / PLAi1 ,. P"144 "rtiv � GENERAL, NOTE . W%CW IT ;�_ MIN. ��`� ALL F7ANC_e DECtC3000S TREE PLANTING N.T.S. Sheet No. n , f 9�fL- �J i711 �•�� - Sro;f-r Pr2lect MO. r•v�+n� sr. Cate: �� Craven by: L 4. K. � P r'�. P I L 77 F"i 0 R�- 2 �W 0; w :S IL x ....... w1 � � I P L to wA L L_ sr = 1—=' pL-AN t=<=>R 7 Yr- lot, L LL-- N. wALL A GO al L ooa,_1vK. VvALL l;zjE.KUFT 7`rf�_w i l NJ= - AT sTP-I-= k­ �=ll L a ILL HT. MA I. 7- a L PlLta PtlS T yr*), LAr����ca - M,,,,T,:=� F4 RZI r-, - WAL U .7 l_z > f EXCAVATION SHORING GENERAL STRUCTURAL NOTES CODE: Cs ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (UBC)1994 .J1 S EDITION. 1p 11CAL CURSITYP) 1. _4�L �2k DESIGN LIVE LOADS: expom 2410,1:m 4r ALL SOIL DATA USED IN DESIGN IS ASSUMED AND MUST BE VERIFIED BY A WASHINGTON N- F STATE LICENSED GEO-TECHNICAL ENGINEER PRIOR TO CONSTRUCTION. ALLPILM TC!� a CcWlai-rRUC-71 ON eHALL -5FaClAL: ay, MATERIALn - 30. CONCRETE = f1c = 2000 PSI MIN. 28 DAY ULTIMATE STRENGTH WITH 3/4" DIAMETER MAXIMUM SIZED AGGREGATE. n a z SLATofWAS11 T STEEL = ASTM A36 z TIMBER HF #1 OR BETTER 2 CD 100- CONSTRUCTION SEQUENCE0 1. INSTALL ALL SOLDIER PILES BEFORE COMMENCING WITH EXCAVATION. PILE SIZES i,�f "\ �J ' w �� �� 'i �`` i z AND LOCATIONS PER THIS PLAN. ;Z 2. HOLES MAY BE DRILLED WITHOUT CASING PROVIDED SOIL DOES NOT CAVE INTO � r. HOLE PRIOR TO CONCRETE PLACEMENT. � f X3. FILL AUGERED HOLE WITH CONCRETE. IF WATER IS PRESENT IN THE HOLE, DURING , 30-00 _p _L20.02 SAN, POURING, CONCRETE MUST BE TREMIED TO THE BOTTOM OF THE HOLE. �A c ONC. SAIN. SEWER! 7, 1 75F' .cs� ss a .� s i j/ o� 111 4. PLACE STEEL PILE IN CONCRETE FILLED H'C)-'-'E, POSITION AS SHOWN ON PLANS. '6 .5. CONCRETE IS TO REACH SPECIFIED STRENGTH BEFORE COMMENCINGWITH EXCAVATION. k PUBLIC ALLEY 6. AS EXCAVATION PROCEEDS DOWNWARD, CiflP AWAY EXPOSED CONCRETE AS REQUIRED AND LAG BETWEEN THE PILES WITH TIMBER OF THICKNESS PER PLAN. VOIDS BEHIND THE TIMBERS ARE TO BE FILLED WITH PEA GRAVEL OR A SAND/FLYASH SLURRY ammia 7. THE EXCAVATED SITE IS TO BE KEPT FREE OF WATER BY DRAINS AND PUMPING. CONSTRUCT A BEAM OR DRAINS TO DIVERT SURFACE WATER FROM RUNNING INTO THE L t-%4 EXCAVATED SITE. 8.THE SHORING WALLS ARE TO BE MONITORED FOR MOVEMENT DURING EXCAVATION AND UNTIL THE COMPLETE FOUNDATION SYSTEM IS INSTALLED. MOVEMENT IS TO BE CHECKED BY SURVEY AGAINST ESTABLISHED BENCH MARKS. THE ENTIRE SYSTEM 0I PROPOSED OF MONITORING MOVEMENT IS TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. MISCELLANEOUS: THE CONT-_NCTOR SHALL VSRIFY ATAL DIMEi�i4IONS AND ALL COND J.-IONS AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR . OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE', AND DIRECTED TO THE to ATTENTION OF THE ARCHITECT IN A' TIMELY MANNER. ANY ERRORS, AMBIGUITIES W AND/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE T 0 IrIn M ARCHITECT IMMEDIATELY IN WRITING NO WORKin I BEFORE CORRECTION IS MADE. (U.N.O. = UNLESS NOTED OTHERWISE.) THE CONTRACTOR IMSHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL. BUILDING DEPARTMENT REQUIRED INSPECTIONS DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE; USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PER',-IISSION FROM THE ARCHITECT. THIS DRAWING IS THE EXCLUt;I-V� PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. PiLta -ecHF=c�>uLFa MA>< - H7. C:'P= \/1-=r--,T. CUT .:B C_ I t,-4 G, T© 10 f=T. -7 8> FT- T© 4T=7,. t 1 Fz e v ta LI'S.I. t-4 C5.1 30 L F=,,zlUN4=)A7'14PNJ f ec:r t __ IN[F.ID pEVjMjj GOUWEFI //! /�2�iN sf DURD►ND DEC 2 9 1995 1 I i I _G_EN,ERAL__.N_0_ 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM 16. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE BUILDING CODE, VNASHINGTON STATE REGULATIONS FOR (OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY BARRIER FREE_DESIGN, WASHINGTON STATE ENERGY CODE, AND REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. VIBRATION, HAZARD, OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT 2. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, FLOORS DUE TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION. DIMENSIONS, ETC., AND NOTIFY THE ARCHITECT OF ANY ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES -PRIOR TO PROCEEDING WITH THE WORK. CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. 3. ALL ITEMS MARKED °N.I.C. ° ARE NOT PART OF THIS CONTRACT. 17. ALL EXPOSED GYPSUM BOARD IS TO HAVE METAL EDGES AT ALL 4 ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE CORNERS AND WALL INTERSECTIONS. " MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN ; - DIRECTIONS. THE BIDDER IS TO PROVIDE THE LATEST 18. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF _ RECOMMENDED --PRODUCTS,- MATERIALS, -AND -METHODS --F - THE _ _19J_4 UBC- AND THE U :S. _PRODUCT SAFETY COMMISSION: - - - EACH MANUFACTURER TO MEETTHE SPECIFIED PERFORMANCES SAFETY STANDARD FOR ARCHITECTURAL -GLAZING MATERIALS - - - - - -- --- (42 FR 1426; 16 CFR PART 1201). AND WARRANTIES. 5. DO NOT SCALE DRAWINGS; DIMENSIONS. GOVERN. . THE 19. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW CONTRACTOR :SHALL NOTIFY THE ARCHITECT .IMMEDIATELY OF ROUGH -OPERATING DIMENSIONS WITH THE DOOR AND WINDOW ANY DISCREPANCIES. THE DRAWING SCALES ARE INDICATED TO MANUFACTURERS. PROVIDE VISUAL PROPORTION AND SHOULD BE VERIFIED WITH, SIMILAR DRAWINGS AND LISTED DIMENSIONS 20. ALL REQUIRED FIRE 60ORS SHALL BEAR A LABEL FROM A BOWING THE SPECIFIC RATING. + RECOGNIZED AGENCY S ry. 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE'SAME 21. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLANS ARE FOR AS FOR OTHER SIMILAR WORK. THE BIDDER SHALL AGSU ' THE GENERAL INFORMATION OF THE CONTRACTOR. THE EXACT CONSISTENT CONSTRUCTION PRACTICES OCCUR -IN AREAS LOCATIONS SHOULD BE �'ERIFIED. _ WHERE DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR 22. EXIT SIGNS AND - ILLUMINATION 1 SHALL CONFORM TO THE 1994 PROCEDURES.,,—. UBC, CHAPTER 10. 7. WHERE DEVICES- OR ITEMS OR PARTS THEREOF ARE -REFERRED TO IN A SINGULAR, IT IS INTENDED THAT SUCH SHALL -APPLY TO 23. -EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE MiTHOUT AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR A!!lY SPECIAL KNOWLEDGE OR EFFORT. PROPERLY- COMPLETE THE WORK. ' _4� 24. FIRE EXTINGUISHERS: VERIFY THE REQUIREMENTS AND 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATIONS WITH THE FIRE MARSHAL. THE CONTRACTOR IS TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HF OR SUPPLY FIRE EXTINGUISHERS AND CABINETS, AS REQUIRED. I NOT TO PROTECT THEM FROM' DAMAGE. THE CONIR' Ar Z IR OR REPLACEMENT OF RAPES HANGINGS CURTAINS, DROPS, AND ALL.OTHER'� t SHALL :BEAR ALL EXPENSE OF REPA5. ALL Dt5'r1►-�+ a� UTILITIES zOR OTHER PROPERTY DAMAGED BY OPERATIONS IN DECORATIVE MATERIAL: WOULD TEND TO INCREASE THE FIRE THIS WORK. PANIC HAZARD STALL BE MADE FROM NON-FLAMMABLE CONJUNCTION WITH THE EXECUTION OF AND P _ - r - MATERIAL, OR SHALL BE TREATED, -AND MAINTAINED IN A FIRE- StoP'E l� S. THE CONTRACTOR WILL VERIFY AND CONFORM - TO ALL RETARDANT CONDITION BY MEANS OF A FLAME-RETARDANT � � �� � ' � �r-��t����T REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE ' - NOTEDIN THE:PLANS AND SPECIFICATIONS. ,MARSHAL. PROVIDE CERTIFICATION TO THIS -EFFECT. i I NATIONS AND LOCATIONS TO BE JOINED -ST ALL E ;, EXIT DOORS, EXIT LIGH y S, AND FIRE EXTINGUISHER LOCATIONS - c t'►�°"�'''� 10. EXISTING E -E _ VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE CONCEALED OR OBSTRUCTED BY DECORATIVE g � LAYOUT. IF THEY DIFFER FROM THOSE SHOWN ON THE MATERIAL. oo DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, TAP V E BEFORE PROCEEDING :WITH MINIMUM FLAME -SPREAD CLASSIFICATION OF INTERIOR FINISHES � y SO MODIFICATIONS CAN BE MAD 27. THE WORK. SHALL BE IN ACCORDANCE WITH TABLE 8-B OF THE 1994 UBC. N I N f= "7 ; 11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL 28. ALL LAY -IN ACOUSTICAL CEILING GRIDS -SHALL BE INSTALLED AND P AREAS SHALL BE LEFT IN BROOM CLEAN AT ALL TIMES. SECURED IN ACCORDAi _ CE WITH `UBC SECTION 2504, STANDARD 17 25-23, FOR EARTHQUAKE ZONE III. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS . SOUND INSULATE ALL PLUMBING -WALLS. t TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT _ ALL TIDE. �t Gl= ►5 Fo Iz 't-t4 E t3E �/ ltivl.©u NW 13. APPROVED PLANSSHALL BE KEPT IN A PION BOX AND SE=IALL NOT Pitt DED `jo _DENT I F�- --1' P�L1�-To11��1" :-�P/K ST>� l i�51 1 Q ova t BE -USED 1BYANY WORKMEN. ALL CONSTRUCTION SETS :SHALL - pL-SAT©(�5 �-1-- _-`�t`� p`R� REFLECT THE SAME INFORMATION, AS WELL AS REVISIONS,--rf�Pt_T�__`.L1-`zol�`(�1'1v�.2,41 1o�,j�. 4 ti_ -- �. ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SMALL --- �'--------_��- MAINTAIN NGOOD CONDITION, ONE COMPLETE SET OF A-l. Gt�sLi'lR4 4• J 11'* u. ,}:#AW5. _A 4 eOc-FM MI ►4� ��j t ALSO PLANS .WITH ALL REVISIONS ADDENDA, AND CHANGE ORDERS,�`� LocD ON THE :PREMISES AT OLL TIMES. THESE ARE TO BE UNDER THE T CARE OF THE.JOB SUPERINTENDENT. _� �1 - =�2. � � t t� TH � c� M r'I Ej� (AL" � (DTI o t-1 o F THE _ / �U►►,p-tNG+ �Hf�1,V-NAME . T_"Pe� , 14.- THE SHALL BE RESPONSIBLE FOR THE COMPLETE SECURfTY OF THE BUILDING WHILE THE JOB IS IN PROGRESS UNTIL THE JOB IS COMPLETED. 33. boo(- l-lo_H)&H6r, .VV THE tx�� 15. ALL WORK vHALL DE 0UA ANTEEED FO'l t- A 1 LER!OD CF NE (E ) _MAXIMUM I: FA : H -_ © I/ =1'E( _'lob• io.4j 11o(a, !�. -- -- YEAR AFTER THE ESTABLISHED DATE OF °SUBSTA.-NT€AL - COMP-LETION SPECIFIED, AND SHALL BE SO STATED IN THE _ CONTRACTOR'S -WRITTEN PROPOSAL AND AGREE( ENT. ALL 'X�; _ GtLAZ1 tJGt �Np.► a. 3E _.GER%IF_ I-EF% -- x I p 1� _ �- 7 = =t �,-P�'ro� �_ 1=-fA'i`c4a1� ��Ftu ENT I% �- -- - REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE SCALE 1/$� = 1'- - P�-P�1�1D.-P.�1�1T- P,C,=LNG=f---I--t�� I�tS� P _ �f N F j2G/ h 312- • i TaP = 2�, � 3 WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN _ _ _ -- - - I N.r.= 2d. -;5+ e ev 1= , FIVE (5) DAYS AFTER -NOTICE IS .GIVEN. Tt•�OTWI���Wo G=,N1'�EMh Itit b;- 1 IMPROVEMENTS CTOR SHALL LOR TO STARTING LANDSCAPE WORK FAMILIARIZING HIMSELF WITH ALL OTHER SITE �n 2. CONTRACTOR SHALL USE CAUTION WHILE D(CAVATING TO AVOID DISTURBING ANY UTILITIES �p't'� �'� I ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF -0 45 HOI.�i� �1� �G�' ANY DISTURBED.UTILIT1ES. (LOCATION SERVICE PHONE: 1-800-424-5555) AN D 904e Fl e L44. ACE=M I3w lI )s FEIZ? gr-, FIRE I,AM Fps M 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACI;Eps�►tarFavZ•uFnsemlcnnauenr�rrcNtty?mu1; AT ALL. 4. CONTRACTOR SHALLBE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND"PLANT mATERiALS UTI1mm ON -CENTER SPACING FOR PLANTS AS STATED IN THE �TAi RW+°'4� {_1:x IT. fools RN-D=GvFZiZ1�bcR5 TO GL'f - PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 1 Np1G.AT_Z- T} 1� III EGTIDt�- Gt Ste- f F • 5. GROUND COVERS-SHALLBE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE _- _-- - ---- -- ON CENTER DtSTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND 4F_ I v_6-�,M LA-n 0-L14 COVER ABUTS CURBING, W4'ALKNAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES S14ALL BE QED T IT FROM CENTER OF:PLANTTO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14- FROM CENTER OFTREES. SiT4DIJ ISO Z , 2 • . _ . - -- _ _ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BYSYMBOLS ON THE DRAWINGS. 7. ,SUBGRADE IS TO BE WITHIN 1I10TH FOOT AS PROVIDED BY OTHERS. - - - • 8. AM11EGETATi{3N11NICLUIDING-THEWROOT SYSTEMS TO BE REMOVED w,, - THE EXCEPTION OF THE IXiSTiNG TREES WHICH ARE TO REMAIN. -�LII t.p'G 9. MINIMUM 4- DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. l 10. MINIMUM 2' DEPTH MEDIUM GROUND STEERCO MULCH IN ALL PLANTING BEDS. (FROM SAWDUST SUPPLY, 622-3476) 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PERMANUFACTURERS C;FF_HI 1_ l RECOMMENDATIONS. GtA 12. ALL PLANT MATERIAL SHALL CONFORM TO.4AN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. a) GENERAL- Allplant materials furnished shall be healthy representatives typal of their species or variety and shaft have a normal habit of growth. They shall be full, well branched well proportioned, and have a 1 vigorous, well developed root system. All plants shall be hardy under ciimatic conditions similar to those in the locality of the project - b) , Trees, shrubs, groundcovers: Quantities. species and varieties, sizes and condition as shown on planting plan and project plant fist. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, insects, decay; harmful defects, all weeds and weed roots. NO SUBSTITUTIONS shall be made without written approval front the landscape archifecL' . . 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN WITH 100 % COVERAGE- LAWN AND BED SEPERATION. A LT -- CONC. PAVING C_OkIPACTED BASE ROCK (P - =--COMPACTED. 1111=1111-=111i�f1#C-- sus=BASE AS POv-#7 -III=#Ill=IjII-1I1{ V�f C41Y 1;,�-Ic 11415� Awhalt 3j1= I � D11 M -mac TIE bE i 1IL _ 4� i GP-OWP I' AP.9vl3 Fled. CIR-�-� - -- ----- - - - - -- . _. ' _. -a ----', -- -•-------- -- tt�iT?U.ED. _GN._SG�ti'1-I- Z` *it)t.G;t - S eT GP,7&UN� o WT r i- &0`6l- 0,4RwAe �� � = t t(I� ttt! '� - - � ._ . �--- SIN• 4w-Q� . . APPROVAL DOES NOT -Ifs LUDE LANDSCAPING _ Jim -j1l,N NDTE_F>7�-i3�S LA :0 � ; cr a P � �Nw A; UTILITY PLAN APPROVED FOR CONSTRUCTION 1 way r:t- �= i'rt� f N JC[G t RUB PLANTING -- NAvI c N.T.S. DECIDUOUS TREE PLANTING -. --- - CITY.ENGINEER DATE w.Ts._ -- H., 1- GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM. 16. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE' BUILDING . CODE,.,, WASHINGTON STATE REGULATIONS.` FOR OBJECTIONABLE BEYOND THE PROPERTY, BOUNDARY LINES BY BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND REASON : OF NOISE, STEAD; ODOR, FUMES,, GASES, SMOKE, APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. VIBRATION,, HAZARD, OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT 1 THE CONTRACTOR IS -T0 VERIFY ALL EXISTING CONDITIONS, . FLOORS DUE TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION.' DIMENSIONS, ETC., AND [NOTIFY THE ARCHITECT OF ANY ALL COMMON LOBBY, AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. 3. ALL ITEMS MARKED "NJ.C. " ARE NOT PART OF THIS CONTRACT. 17. , ALL EXPOSED GYPSUM BOARD, IS TO HAVE METAL EDGES AT ALL 4. ALL11C}RK SHALL CBE APIED IN ACCORDANCE WITH THE, CORNERS AND WALL INTERSECTIONS. -MANUFACTURER'S LATEST 'RECOMMENDATIONS OR� WRITTEN .DIRECTIONS. THE BIDDER IS TO PROVIDE THE . LATEST 18, ALL CLASS AND GLAZING SHALL. COMPLY WITH CHAPTER 24 OF RECOMMENDED PRODUCTS, MATERIALS,, AND METHODS FOR THE 1994. UBC AND THE U.S. PRODUCT SAFETY COMMISSION: EACH MANUFACTURER TO MEET'i'HE SPECIFIED PERFORMANCES SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS AND WARRANTIES. (42 FR 1426; 16 CFR PART 1201): -5. DO NOT SCALE DRAWINGS; DIMENSIONS, GOVERN... THE 19. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW 'CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY` OF ROUGH -OPERATING DIMENSIONS WITH THE DOOR AND WINDOW ANY DISCREPANCIES. THEE DRAWING SCALES ARE INDICATED TO",MANUFACTURERS. 'PROVIDE VISUAL PROPORTION AND-.SHOULDBE. VERIFIED WITH . SIMILAR DRAWINGS AND LISTED DIMENSIONS - - �` 2FL. `'ALL REQUIRED FIRE DOORS SHALL BEARS A LABEL FROM A- : RECOGNIZED AGENCY SHOWING T .SPECIFIC RATING. 6.- WHERE CONSTRUCTION: DETAILS ARE NOT SHOWN OR NOTED'-. FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME 21. ELECTRICAL ROUGH -IN AND'REFLECTED CEILING PLANS ARE, FOR AS -FOR OTHER 81MILAR:WORK.-'THE BIDDER SHALLASSUME � THE�GENERAL INFORMATION OF THE CONTRACTOR. THE EXACT CONSISTENT .CONSTRUCTION PRACTICES OCCUR IN AREAS LOCATIONS SHOULD BE -VERIFIED.- WHERE DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR. PROCEDURES: 22. EXIT. SIGNS AND -ILLUMINATION SHALL CONFORM TO THE 1994 UBC, _CHAPTER 10. � 7._ INHERE DEVICES OR ITEMS OR PARTSTHEREOF ARE REFERRED' TO IN.A SINGULAR, IT IS INTENDED THAT SUCH SHALLAPPLY TO. 23; EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT AS MANY SUCH DEVICES, -ITEMS OR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROPERLY COMPLETE THE WORK. 24. FIRE EXTINGUISHERS: VERIFY THE REQUIREMENTS AND k 8. IT. SHALL BE THE RESPONSIBILITY OF THE. CONTRACTOR TO LOCATIONS WITH THE FIRE MARSHAL. THE CONTRACTOR IS TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR SUPPLY FIRE EXTINGUISHERS AND CABINETS, AS REQUIRED. NOT TO PROTECT 'THIEM FROM DAMAGE., THE CONTRACTOR SHALL BEAR ALL -EXPENSE OF REPAIR OR REPLACEMENT OF 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN DECORATIVE MATERIAL WOULD TEND TO INCREASE THE FIRE CONJUNCTION WITH THE EXECUTION OF THIS WORK. AND PANIC HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE- 9. THE CONTRACTOR` WILL :VERIFY AND CONFORM TO ALL RETARDANT CONDITION BY MEANS .OF A FLAME-RETARDANT REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE NOTED IN THE PLANS AND SPECIFICATIONS. MARSHAL. PROVIDE CERTIFICATION TO THIS EFFECT: 10., EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE 26. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE CONCEALED OR OBSTRUCTED BY DECORATIVE -LAYOiT. - : IF THEY DIFFER FROM THESE -SHOWN ON THE MATERIAL. DRAWINGS, THE. CONTRACTOR .SHALE NOTIFY THE ARCHITECT,, - SO, MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH 27. MINIMUM FLAME -SPREAD CLASSIFICATION OF INTERIOR FINISHES THE WORK. SHALL BE IN ACCORDANCE WITH TABLE 8-B OF THE 1994 UBC. 11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL 28. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND AREAS SHALL BE LEFT IN BROOM CLEAN AT ALL TIMES. SECURED IN ACCORDANCE WITH UBC SECTION 0504, STANDARD 25-23, FOR EARTHQUAKE ZONE III. 12: THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT 29, SOUND INSULATE ALL PLUMBING WALLS. ALL. TIMES. 13:._APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY Y WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION, AS WELL AS REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN N GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES ATALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING WHILE THEJOB. IS IN PROGRESS UNTIL THE JOB IS COMPLETED. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE ESTABLISHED DATE OF "SUBSTANTIAL COMPLETION% SPECIFIED, AND. SHALL BE, SO STATED IN THE CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5)•DAYS AFTER NOTICE -IS GIVEN. iArTu 21.& I 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE.0WNER.OR HIS AGENT IN WRITING. ..-.. _.. - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14" FROM CENTER OF TREES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 7. SUBGRADE IS TO BE WITHIN 1/10TH FOOT AS PROVIDED BY OTHERS. 8. ALL VEGETATION INCLUDING THEIR ROOT SYSTEMS TO BE REMOVED WITH THE EXCEPTION OF THE EXISTING TREES WHICH ARE TO REMAIN. 9. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. 10. MINIMUM 2" DEPTH MEDIUM GROUND STEERCO MULCH 1N ALL PLANTING BEDS. (FROM SAWDUST SUPPLY, 622-3476) 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS RECOMMENDATIONS. 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. a) GENERAL: All plant materials furnished shall be healthy representatives, typical of their species or variety and shall have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigorous, well developed root system. All plants shall be hardy under climatic conditions similar to those in the locality of the project. b) Trees; shrubs, groundcovers: Quantities, species and varieties, sizes and condition as shown on planting plan and project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, �I insects, decay, harmful defects, all wgeds and weed roots. NO SUBSTITUTIONS shall be made without written approval from the landscape architect. 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN WITH 100 % COVERAGE, LAWN AND BED SEPERATION. A ,I Cp-OWFI 11 ARZVE; FIN. 4gAt>�- ' FIN.-Cs•fZAD6 ��` � UN ► l��tlll i l� V 1E►I�`- � � f'LPsM-'INc- c.:rilU P.,��{� -' 4EE�-�c.G, FILL; NOTE__.Fv}z- fb PtAl-1T� car i Peeu 14"t- T1 _ MIN. GL.E��rJGE - I LL SIDED SHRUB PLANTING N.T.S. e. SYMBOL NAME BOTANICAL NAME SIZE QTY BURNING BUSH EUONYMUS ALATA'COMPACTA' 36" 30 VARIEGATED IVY HEDERA HELIX 24" o.c. 1 GAL 300 RED SUNSET MAPLE ACER RUBRUM 'RED SUNSET t 2 %" CAL 3 1, r_ 61 A �O D F.E-ND tv 1p-c- 2llt�lrry'ik18� �'EA G}Z�a/F�j - �r P TEz r S- Tip 411- tfz eoNT. ;-4FAr TRUtiv- W/TFZe& TA.Fe�aR=tlhKi7�L LER ON c, tp'N- 1 � a.}t• ©t3T ' GENTER M Al t- :c3 - WBSj sIF E Qr iFzE . . GYM. cor!IPPGTE.o A.c.+.:ot�-� Fc�{s '('P�E� C�cWT+•► � F � .. r t;;�>ft_ of T(zrr_ /• �/�,. � - � �. FIN. 4R"''P>: .. �� is �j ..t►+I - - - _ Nsa,L tL�, ,` LL �. 0 C, I0 j t� • as LL1 Z f_ U ) •<.!cih . Z000 w c� Z00 Im cI� dt W ... Revisions:' c Z 0 Z UJUJ V/ w Z Q C o C! f- LU REC1Fi=fSiV2,D ® C T 3 Q PERMIT COUNTER LANDSCAPE/SITE ,PLAN,' GENERAL Nt3TE&. Al heefi No. - fgieCt. No. Date. Iv- 3o-�'tca Drawn by:• STREE oc, GENMAL.- _NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM 16. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE BUILDING CODE, WASHINGTON STATE REGULATIONS FOR OBJECTIONABLE. BEYOND THE PROPERTY BOUNDARY LINES BY BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND REASON OF -NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. VIBRATION, HAZARD, OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT 2. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, FLOORS DUE TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION. DIMENSIONS, ETC., AND NOTIFY THE ARCHITECT OF ANY ALL COMMON LCBBY AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. 3. ALL ITEMS MARKED "N.I.C. " ARE NOT PART OF THIS CONTRACT. 17. ALL EXPOSED GYt'SUM BOARD IS TO HAVE METAL EDGES AT ALL 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE CORNERS AND WALL,INTERSECTiONS. MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. THE BIDDER iS TO PROVIDE THE LATEST 18. ALL GLASS AND GLAZING SHALL COMPLY .WITH CHAPTER 24 OF IL_I ROEIUCTSr_-MATERIALS,AND- METHODS ---FOR- _ . THE_.199.4._UBC._AM_THE_U_S_PRODUGT SAFET-Y_COMMISSION_. EACH MANUFACTURER TO MEETTHE SPECIFIED PERFORMANCES SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS AND WARRANTIES. ----- (42 FR 1426; 16 CFR PART_1201). .� - S. DO NOT SCALE DRAWINGS; DIMENSIONS. GOVERN. THE 19. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ROUGH-OPERATI1qG DIMENSIONS WITH THE,DOOR AND WINDOW p�`TLM ANY DISCREPANCIES. THE DRAWING SCALES ARE INDICATED TO MANUFACTURER' PROVIDE VISUAL PROPORTION AND SHOULD_ BE VERIFIED WITH SIMILAR DRAWINGS AND LISTED DIMENSIONS 20. ALL REQUIRED E=IRE DOORS SHALL BEAR A LABEL FROM A �L, 21.E + RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME 21. ELECTRICAL ROUa1-1-IN AND REFLECTED CEILING PLANS ARE FOR AS FOR OTHER SIMILAR WORK. THE BIDDER SHALL ASSUME THE GENERAL INFORMATION OF THE CONTRACTOR. THE EXACT CONSISTENT CONSTRUCTION PRACTICES OCCUR iN AREAS LOCATIONS SHOl1LD BE VERIFIED. WHERE DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES. 22. EXIT SIGNS AN&,; LLUMINATiON SHALL CONFORM TO THE 1994 UBC, CHAPTER 1 t . 7. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN A SINGULAR, IT iS INTENDED THAT SUCH SHALL APPLY TO 23. EXIT DOORS SH ALL BE OPENABLE FROM THE INSIDE WITHOUT AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROPERLY COMPLETE THE WORK. 24. FIRE EXTINGUISHERS: VERIFY THE REQUIREMENTS AND 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATIONS WIT!-�THE FIRE MARSHAL. THE CONTRACTOR IS TO i LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR SUPPLY FIRE EXTINGUISHERS AND CABINETS, AS REQUIRED. NOT TO PROTECT THEM FROM' DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN���r-�+ DECORATIVE MATERIAL WOULD TEND TO INCREASE THE FIRE � CONJUNCTION WITH THE EXECUTION OF THIS WORK. AND PANIC HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE - MATERIAL, 9. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL CONDITION BY MEANS OF A FLAME-RETARDANT REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FiRE NOTED IN THE PLANS AND SPECIFICATIOtrIS - --_ - - MARSHAL. PROVIID€ CERTIFICATION TO THIS EFFECT: 10. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE 26. EXIT DOORS, EXIT LIGHTS, AND FIRE-EXTINGUISHER LOCATIONS VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE CONCEALED OR OBSTRUCTED BY DECORATIVE LAYOUT. IF THEY DIFFER FROM THOSE SHOWN ON THE MATERIAL. DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, SO MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH 27. MINIMUM FLAME -SPREAD CLASSIFICATION OF INTERIOR FINISHES THE WORK. SHALL BE IN ACCORDANCE WITH TABLE 8-B OF THE 1994 UBC. Opt •. - per► N F 11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL 28• ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND 1z to P N AT ALL TIMES: AREAS SHALL BE LEFT IN BROOM CLEAN SECURED IN ACt;ORDANCE.WITH UBC SECTION 2504, STA DA.____. 12. THE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS 29•- SOUND INSULATE ALL PLUMBING WALLS. U TO- ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT �z/ ALL TIMES_ - I I. TH EF Vis UALJ_ 13. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT PRoV I DEp -ro �i�ENT`I- -.�.:� � Tot LET f�omM51 STA I Rsr BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION, AS WELL AS REVISIONS, Pi�w_lc_F-PIT�+ ALL=?a. coMP►-Y/ 1 101�1.2.41 ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL li' $o�FM Ml �t, k IH�L� --- V '8 4 ALSO MAINTAIN N GOOD CONDITION, ONE COMPLETE SET OF 3�. Al-l. pk►E.u-I l}N SHALL .HAvt= P.j-L d-�j PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, I -I LISf- FptJ LoGDEt7- CFI'{ j=tE- LAl.FF1DR'r ��i`') }c-1/ a ON THE PREMISES AT AL TIMES. THESE ARE TO BE UNDER THE To qk'i-hiDE q-j Aj' �tRW.S.t;.G• CARE OF THE JOB SUPERINTENDENT. 32, A ILJ- CO t-1 M E� I Al. ib �-T-I o 14 OF--: 'rat F- h 'I 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE 1 I 1 �� �H. ` ` �`°` � � T�t'E oPE�A�tING+ I-}�, �� Dk � - � P LY To- P� f ��l � GAS-'f� � � L�'O� 710Le . �j.1 _ -I.J••,� SECURITY OF HE BUILDING WHILE THE JOB IS IN PROGRESS ,'� --- - - UNTIL THE JOB IS COMPLETED. 33. booj2 Tl-iiZESPM1:I,�✓_ tlo HIoH �(Z 1/2.II -rN E �4�� 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) _'1-n_i~zE_ � � gE�/EL�D-�: 1. �/E�TtGAt-: 2 HnR.tZo�-t�.}_., MA,�cIMUr'1>: tCGH'('JOI: i/4 i'E� j �D(o• 10.4t 1l�fv. � --- YEAR AFTER THE ESTABLISHED DATE OF "SUBSTANTIAL-� r)r W N k_t•I-t atq, u-Es,i "M P Comft�r • - 1�ttJ-�t�- �N1C7Y� �1l?A � GI"il- o,��,k, . nw L� ►� Pam- _ - - r-, it NEW 75 mm a f m► - � - - _ �'� ' � ---- -- -L , STA--� L__ ��-c �� I • 5P1=ED uMrT g�� ,. `T 1 o i- o 1 f G a I r>,, I ST - T I3L( [tom]. $ _ A \�.0._. M• .�.w - t mom.." ` +.1 . f4� �E \ ? N Pr,It�---i=►T PLaoF'- EL.i+•-i►oN =,�j ' a. - _ -••= t � � �c�i�� _ •� � A_ 2 �� �`� ��„� fi p Orr 41� • _a FLAT FOoF.., a,!'-4 - 1 o = �• RTC I+ (� �• - Ste'- 4' __ - ��� _ t..�E o� kol It - , � \ _ \ \ \ -- 1 3o,7 tu MIN. COMPLETION ", SPECIFIED, AND SHALL BE SO STATED IN THE '�4; -ALL C�L.AZ1 ti1G►_ SNtiLh - k3E-G.E�.1-i F 1 ED f�-E`J D LA 6�-!: LD �..►/ CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL _ - - ----�xi� IG, G.---- - - - - - ---- - REPAIRS CORRECTIONS DISCREPANCIES ETC MUST BE MADE t'1ifUtt �•rr��-�.rr_ .Sd� �t�r4�t� ���1�►EMT -.�- .,4_ k. PY RN- t �P �k� T=P Y _ Lac.ENs� v ��-r N t-�c / �,12.1 T©P - 2�. 3 rI SCALE 110 =1 Tom'- - WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN - - ---- ---- - ----= - -- _ ------ -- - - - - -- _- - - --- I Nam•= 2d. 3�l- e 8 � . _ _ . FIVE (5) DAYS AFTER NOTICE IS GIVEN. - y �-f�-' �V�Ttt.IC� cu.t3 ficizT�tl>E~k.,,gL.jc. Tc� - � `1.21 L' � �S, � _f-e PtrAI�E t2 EF'L•F'�G� Prs L1t - - -- � u� n Fl E �r Tom= I�Ci llt � of � E cl l >r U LATFP_ - - - - - - F �� �' h r �I IJ�Ci%-� ate'-- ` rF"�Ta ►" _ - 1. IMPROVEMENTS CONTRACTOR SHALL BE S RrP OR TO STARTING LANDSCAPE WORKONSIBLE FOR NG HIMSELF WITH ALL OTHER SITE p Q 2- CONTRACTOR' SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES 'l4, ALL, (�f (�EN,�tj2A 'tl0_i + _oF �O�ztzl �`t-l+� �f� l�G' I ENCOUNTERED_ CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF o_�tE:_ HoLkfz FI.fX�/GIrG ANY DISTURBED- UTILITIES- (LOCATION SERVICE PHONE. 1-800-424-55b5) -- - jZot�/GL�:Ij AHEM Pal:�l E� EQt,IdR� _ FI E'•�- C7AM � �N D i - -• -- - -- _ 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND . _ /�(,'_ __ R['1Rf.{ISA(••Fl�*-ftd � rrtrEG SYMBOL NAME . BOTANICAL NAME I SHAL� PIAP T A►I -4- CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIE ^ S L ..oE-/�-- SIZE OTY ITiES OF GROUND -- --- COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. BURNING BUSH ` EUONYMUS ALATA'COMPACTR 36" 30 Goj�Rl bo(Z5 TO GLEAIZL`-f _ x 1 Nt71UAT •j }-1E Ill IzEGTIDN F. LESS-- PE j� 10 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE - - - _ �__ - -_ ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND VARIEGATED IVY HEDERA HELIX 24" o.c. 1 GAL 30t} PA�2tL-I ����� I �/"rj L,ATjQI`) S}i3CL __. _ COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 1-DED-AT �- =K"F� oP M . ra ru 6tL FEET P IT FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14" -t I N -- � f� , �c�OAf-F- -aar aF 4 j�c� fLzkv ARC• FROM CENTER OF TREES. RED SUNSET MAPLE ACER RUBRUM 'RED SUNSET 2 %" CAL 3 12 SEG'[ ION 92G► 2, 2.T _ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE ` _ - -- REPRESENTED BY SYMBOLS ON THE DRAWiNGS. ; 7. ,SUBGRADE IS TO BE WITHIN 1/10TH FOOTAS PROVIDED BY OTHERS. ' 8. ALL VEGETATION INCLUDING THEIR ROOT SYSTEMS TO BE REMOVED WITH THE EXCEPTION OF THE EXISTING TREES WHICH ARE TO REMAIN. 21, 9. MINIMUM 4' DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS.I.Itt.p 10. MINIMUM 2' DEPTH MEDIUM GROUND STEERCO MULCH IN ALL PLANTING BEDS. (FROM SAWDUST SUPPLY, 622-3476) (lJ ��Q��'� 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER T MANUFACTURERS RECOMMENDATIONS. a jlt 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST �Y EDITION. ANY REPLACEMENTS MADE AT ONCE. j a) GENERAL. All plant materials furnished shall be healthy representatives, typical of their species or variety p and shall have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vi orous w 11 d g evetoped root system. All plants shall be hardy under climatic conditions similar to those in the locality of the project. b) Trees, shrubs, groandcovers: Quantities, species and varieties, sizes and condition as shown on planting plan and project plant GsL Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, insects, decay, harmful defects, all weeds and weed roots.- NO SUBSTITUTIONS shall be made without i r 11 written approval from the landscape architect. 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS 2t-call Z_ SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BiDDER DESIGN WITH 12 GA . 100 %COVERAGE. LAWN AND BED SEPERATION.: . _. - - . ` G.0q_,t mn-g-ran T. ce:. ASPHALT CONC. PAVING :Z 11 G 5TG F-COLIPACTED �. BASE ROCK _._illl-lIII-i1�!-.= IIII 1111=1I11=_=11tCOMPACTEO. . =ill1 =illl=Ili!- lill SUe!-BasE AS � 9HRLM3 PLANTING N.T.S. Asphalt S E AWN 14 APA"A/E Ci-R.°.PE �IN. CrEzADl3 e_F-0p_ p g, pL,.jWl 1 PEEC ar;i -- 0c,4" - TF=c TIE bE 17aIL �' �E-i✓i4R-••il•K�7+LLED oN Sa,17'N- { :Q _ WBS'r SifX'�r-rP•i=E .. _ SET GFawN..1-t_ APJorc Z" t3RRK t WL.( " APPROVAL DOES NOT LANDSCAPING UTILiTY PLAN APPROVED FOR CONSTRUCTION ALL �jDK DECIDUOUS TREE PLANTING CiTY-ENGINEER DATE - N.TAS._ I i 1Bl0 zww1e::� o,.40, `200/ y • UIZ LLI t a CIO s Q�_ ul� N t C) c Z O Z W = _ CC . C_ ZCO) ez 20 o�T r LIJ DSCAPE/Si TL PLAN, GENERAL NOTE , MCI Sheet No.- Al Project into. Date; t1nawn hv- i_ v A P r i r.NERAL OTE�J 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM 16. ALL OPERATIONS CONDUCTED.ON THE PREMISES SHALL NOT BE BUILDING, CODE; WASHINGTON -STATE REGULATIONS.. FOR. OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND REASON OF NOISE, STEAM, ODOR, FUMES, GASES; SMOKE, APPLICABLE LOCAL CODES, ORDINANCES,. AND STANDARDS.. VIBRATION,: HAZARD, OR OTHER CAUSES. IN ADDfTiON, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS. OF ADJACENT 2. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, FLOORS DUE TO NOISE,,',ODOR, CORRIDOR FUMES, OR VIBRATION. DIMENSIONS, ETC., AND NOTIFY THE ARCHITECT- OF ANY ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL TIMES. 3. - ALL ITEMS MARKED "N.I.C. " ARE NOT PART OF THIS CONTRACT. 17. ALL EXPOSED GYPSUM BOARD IS TO HAVE METAL EDGES AT ALL. 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE CORNERS AND WALL INTERSECTIONS. MANUFACTURERS LATEST : RECOMMENDATIONS OR WRITTEN DIRECTIONS. I THE BIDDER IS. TO PROVIDE THE LATEST 18. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF RECOMMENDED PRODUCTS, MATERIALS, AND METHODS FOR THE 1994 UBC AND THE U.S. PRODUCT SAFETY COMMISSION: EACH MANUFACTURER TO MEET,THE SPECIFIED PERFORMANCES SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS AND WARRANTIES. (42 FR 1426; 16 CFR PART 1201). 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE .19. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ROUGH -OPERATING DIMENSIONS WITH THE DOOR AND WINDOW ANY DISCREPANCIES. THE DRAWING SCALES ARE INDICATED TO MANUFACTURERS. PROVIDE VISUAL PROPORTION AND SHOULD BE VERIFIED WITH SIMILAR DRAWINGS -AND LISTED DIMENSIONS. 20. ALL, REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME.: 21. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLANS ARE FOR AS FOR OTHER SIMILAR WORK. THE BIDDER SHALL ASSUME,, THE GENERAL INFORMATION OF THE CONTRACTOR. THE EXACT CONSISTENT CONSTRUCTION. PRACTICES OCCUR IN AREAS LOCATIONS SHOULD BE VERIFIED. WHERE DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES.' 22. EXIT SIGNS AND JLLUMINATIONSHALL CONFORM TO THE 1994 UBC,,CHAPTER 10. 7. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN A SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO 23; EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT AS MANY SUCH DEVICES .ITEMS OR PARTS AS ARE REQUIRED TO THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROPERLY COMPLETE THE WORK. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO • 24. FIRE EXTINGUISHERS: LOCATIONS WITH THE VERIFY THE REQUIREMENTS AND fIREMARSHAL. THE CONTRACTOR IS TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREOWOR NOT FROM' SUPPLY FIRE EXTINGUISHERS HERS AND CABINETS, AS REQUIRED. TO PROTECT THEM DAMAGE. THE CONTRACTOR I SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER,s.n UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN DECORATIVE MATERIAL WOULD TEND TO INCREASE THE FIRE ti►�t CONJUNCTION WITH THE EXECUTION OF THIS WORK. AND PANIC HAZARD SHALL BE MADE FROM NON-FLAMMABLE Ldi 9., THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE - RETARDANT CONDITION BY MEANS OF A FLAME-RETARDANT REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS OTHERWISE SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE NOTED IN THE PLANS AND SPECIFICATIONS. MARSHAL. PROVIDE CERTIFICATION TO THIS EFFECT: 1©. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE 26. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS _ .VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION SHALL NOT BE.CONCEALED OR OBSTRUCTED 8Y DECORATIVE LAYOUT. IF THEY .DIFFER FROM THOSE SHOWN ON THE MATERIAL. DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT,. G, , SO MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH 27. MINIMUM FLAME -SPREAD CLASSIFICATION OF INTERIOR FINISHES THE WORK. - SHALL BE IN ACCORDANCE WITH TABLE 8-B OF THE 1994 UBC. � Mv. _ 'I � • � � .: } 11. ALL "DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL 28. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND AREAS SHALL BE LEFT IN BROOM CLEAN AT ALL TIMES. SECURED IN ACCORDANCE WITH UBC SECTION 2504, STANDARD 25-23, FOR EARTHQUAKE ZONE Ill. 12. THE CONTRACTOR -,SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT 29. SOUND INSULATE ALL PLUMBING WALLS. ALL TIMES.-- --- �! - ��-..---� I Cr iJ5 Fo fz Tr► E �/ 15 uAt. t-'f I M P�1 REP H,� w P r= 13. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT � I DEp �� DENIT I F j P4 t3LIG- to I I�E1 �'o2�h'K I STA I Kam, , BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALLN p LE�/ATo(�5 , ►-► H E �r-t �� I� NS ARE REFLECT THE SAME INFORMATION, .AS WELL AS REVISIONS, CvMPi-;(/ 1'101-:512.9- I y ldeo- y61• ADDENDA, AND CHANGE -ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN N GOOD CONDITION, ONE COMPLETE SET OF 3I. ALL, a ELLIhIG, 4N'M, H,-.vr-- Pf4 AaOG-FM NII �4, k�H� PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, IN -i HF- L,&,uPFz F2o4*-1 �-4/ `/�Z_NT ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. �2, ALL L900�g 11­1 THI- Co -1 r'IEKe-IAI, F=o I-F10 r4 oF" I H 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE �HAw HA,f. LF-J f5f4 T-ff-1= OrCC4ArtIN6 SECURITY OF THE�.BUILDING WHILE THE JOB IS IN PROGRESS I-Itit��k�A t PP�trY�To 106P. �. 9 UFtiiTfL THE JOB IS CC)MPLcTED. 33. poo' Ti I� E��{ I c F E Flo HIc�H c1� �/2''. r�-IF 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) sH l PEE EvEt 1 \/F-f2i -A 2 Hd I ZvN T� ►- 0/MAxI MUl 1D4E f IIGH'I F I/4 �(� 70&. to.41 YEAR AFTER THE ESTABLISHED DATE OF "SUBSTANTIAL O �170&, 6,, COMPLETION", SPECIFIED, AND SHALL BE SO STATED IN THE CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL '�4 ALL 41 AZIk44 E✓E AkJ D �AE�.ELED ►/ `, --� -- :- --� �X G' REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE rl`� It u �f Fit`GT�sjz. ,N-�= So LAf'� f-tEAT G,�i r t GaE FI�I Eh-{T _�. IT WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN ,fir RN INcr���lT Pct�t���r' I.a��N��or NF G/'I �'12� FIVE (5) DAYS AFTER NOTICE IS GIVEN. f {-{Fal"INLF �`fyTEM,� 1►-J IiWEI�I,INGt l,�Ml'�'-SH I.L E3E (htv•= 7`1.2i (✓' �'S. u� J-1 F I I_ I2 To o Tf-t E GA l� U L ATE P " HEAT ©F THI: PiU11.Pt►�Gk PEA 50�.2, 2 ��,-_.�_ CT-0 F_t1 F1 f 90\11 P EP �'f 3,6 , AI.L per- PEN T 9,6:TIor4;, 6pr- GU`' �-I PO f AL1,4; ORE l�G , dGG(,IPANGY �✓E PE(�A"iIcif-►�, O� ONHo� FLW 16-"- f. I FE{2;1 AN P 90C2F1C -G ACE M EMI. ! E� �EQU If<E �I RE PAM f'ER � 93.11, I' �� LA G EX1T Si NS A �- Il_L �T D �r 5H LL. �ERI•-►- � "2TA I (Z,y�►p.�f� l FX I T p%oo fZ� f D GoFL J;Z I DDI<:S T�J GL.E Lam f Iru�lu�TE T HF, 12I9Ec-TION OF �n I N F Nr-L r V FAf2-# I;r IG, Grn. Get t \/ENTI L,ATto N r-HAL-L F11_E THE f'rTP� OF; 1,5, GUP IL. FF-FT {-I I N L F- F)i R oF: 4t ff 12 SEGTIoN 92.0 2, 2.7, � FACE of f l,uILD'G C4,-eAC1F_ h r f ASPHALT r CONC. PAVING 4 COMPACTED �IIGS#&SE ROCK =illi=1111=ills== lill COMPACTED. 1111=IIII_IIII-_ 1111- =IIIi-Illl-I111 Illl SUB-eIAsE QV z) Tv fL�M^ I r1= �x{�TINC1 GL1J213 (f-UTTtF_{Z �IDEI�1f,L.� Try F3E I"I c�vE A t�1P �E PL��E AS 1� F Yk�AGE !�S? Ui F� Cam. 1 CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT IN WRITING. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF SYMBOL NAME BOTANICAL NAME SIZE QTY GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. BURNING BUSH EUONYMUS ALATA 'COMPACTA' 36" 30 . 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND VARIEGATED IVY HEDERA HELIX 24" COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE o.c. 1 GAL 3pp 12' FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14" FROM CENTER OF TREES. RED SUNSET MAPLE ACER RUBRUM 'RED SUNSET 2 Y" CAL 3 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWING t , S. 7. SUBGRADE IS TO BE WITHIN 1/10TH FOOT AS PROVIDED BY OTHERS. 8. ALL VEGETATION INCLUDING THEIR ROOT SYSTEMS TO BE REMOVED WITH THE EXCEPTION OF THE EXISTING TREES WHICH ARE TO REMAIN. 9. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. 10. MINIMUM 2" DEPTH MEDIUM GROUND STEERCO MULCH IN ALL P SUPPLY, 622-3476) LANTING BEDS. (FROM SAWDUST 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS RECOMMENDATIONS. 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. a) GENERAL: All plant materials furnished shall be healthy representatives, typical of their species or variety and shall have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigorous, well developed root system. All plants shall be hardy under climatic conditions similar to those In - the locality of the project. b) Trees, shrubs, groundcovers:. Quantities, species and varieties, sizes and condition as shown on planting plan and project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, insects, decay, harmful defects, all weeds and weed roots. NO SUBSTITUTIONS shall be made without written approval from the landscape architect. 13. A WATERING SYSTEM FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS SHALL BE USED ON SPRINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN WITH 100 % COVERAGE. LAWN AND BED SEPERATION. FlN• 4g-Apf Z" r1Ul.C�y - FIN.-CrR-ADg Y Y113 illl ' PL.ANT'IN� ��dll, FIt,L, h Ir NOTE _-Fd12- P 1'LHN�S C_�'T d PEEL: r�K_ I344w ht F•11�1. GL.E...,z.�riGE 1 mot_ SIDED SHRUB PLANTING N.T.S. M :d g�vy l�WIJ.TYP._ 7r TIE• DE TAIL _ r'tiE�v4ft-`�T7''�LLED oN WesT Gr-C- of 'iF;= E . SGT GPOWN 1" AD&,. FIN. lY�� Z" BRP,K. rtuLLH PEE!- &A61- 0,4F2LPq- f -- N N. lTP,°iPE tIi t- III / sx �N �sctL. p,,a�,1c-FILL-� - Hlty �=R,°NGc DECIDUOUS TREE PLANTING N.T.S. 1001 1V 4 Z1 0 Cl) LU 0 co Lai v) Z mom 0 W� W? Z In W L �Oh 3 O IMGCI oho FLU:. Revisions: Y ©i'ci�_ iCa ,u 40 • -LANDSCAPE/SITE PLAN , GENERAL NOTE6, i Sheet No. Al i Awhaft l . _ I Project No. Date: Drawn by: 4, K. A P r`I. I li i II i II , 1 i I< fi�r�v i�. ti i �- CAI FGf, 4-211 HIG:ti a/AFL RN L. i I L f,-LQRA? CZL 13 LL 5rFP 62 K ' F - „ Living! . Master S�ii' ❑ !, ," ; " —L} I � a Z 1 _..1201- 0 t1 C, i II : r 4 __---_-- . -.__ _-__. ✓ J_ ____. . __-__ -- - _ _- _ _.. i { II i � I nL-S i-U r1. E I.21! t'�q I« it � I, �plr E-mil I 4-I-QI! �j1-!.i 11-�01� {,, li —_�=�_ �----- �� 3�t1 1-gyp ,;�+t. �I.�II 2►_ I �,I_C,kl _ I! /zip H I, ,H F 1414 ,�/ ice►►- o/ FdK 2t1 H14H of A,k.t, � � i W/ '�!L Uf FoF �a:l /^ 10 r�f'i� f;.N L. A 4n 1 Af.t✓t ja-t ovF� xj I�l �FJ"l�r.-� i� ! ti 2' 1414H AS S TI i RJU ��1.1 P EK �L I�fT l vyr j o vEi F l UL�i c}�► _ • � �ct1�PF��< i o - ry LL ! ! LLn 4�1 ti F' I F1 i . T ` �- Sun Deck i eckl {I I .. � �'�� j f. ExPr>.i-GPI ITS 1 I ! >:x P p ter rS �j ► j I I 01 LAt>I_© LO Living Roo LSlgl') 15'-PC, Dining ' tl._ Q i -41 i - IAl it FLAIT 1z {.a ni •no I Office 'Space FLAT �I _ -__--I PAIRP��'af j_ ,11t 1i - 1 Walk-in, _ t LiscH ; 4 " it �.► Wor rrEEv i , v �, __ —__ II fi — - _ -► 0, d � .,�I � — (.,' ' ; � —=�— tf IL I Czz 7 � OtIt t s�F 1 IIoil CAD, th„ Fri F�4 : � - xi aFr 33"-�i1F'k t, (1 w t z� j 1 6{�, f4�,(i,�, ' � � � - t"i!1`.I• FAN ,� 'i � :1s - N setae aI _ �� x - H , �o GF _ , T- , i , I. I � _ - t � >a I. FI��vK?T 1 i L-F --� I I -- F it .. I I` _�_ ' ► 1 t kl 1 II I ' X_1 2a �2o ' — - _ = _ _' t -2I1 I -(a P le i I ,; Zl 41 it _ +i --- -- _ -- _—_—-- - :�i `e,l III �' ,. ` EI �' �`W.l ,' � 1 .. � � --- - - - — {- ( E.. �Lo Z3 �- 2 i)� —/-1 - IoE� - i ,� r !-!. I: O ZGi Q I' 1 ' ` I Z r t, (, ti 14) ' 2 f #- } Bed *2Rm.f V II ,'", 1=QT` tr I L t ' Q I,; -`tY `Ia- _ _% I _ ,"?.- 1-•-'''i: 'Lb Ex'% ISUAL - li c, ri Fail i� d.. , • li — t _ I "MEDIA 2z3} I� If o 141 '1 i k IL i !sj F}w�i ;I C rIT I= I Z(I I 8� 41 2 i T st42it - `. " , t Ili- _-. _ __��'.--- �%I 1I� - 1�-�# II - - �L�'I► - - I -�_ �t$il _ - '�� . �'! -- _� of 12t -Ga'E -- -- -- - ----- ,___- -_- *�l AI li �I u ! 11- i0i! Ar t �_. i I • 6=4 d Level an A Y GENERAL NOTES: HEATING' SYSTEMS TO MAINTAIN 70 DEGREES F, AT 3'-0"' STAIRWAYS/U.B.C. 1006: FURNACEIWATER HEATER: TUB AND SHOWVER NOTES: IG T"• Q A.F.F. �. C�� lGt r �; F%LG "j-r f I_P, r-00[ # 4.i0V SMOKE DETECTOR, WITH - n W T COMPLY WITH, ASHRAE-9 A-80 . AND • . TO COMPLY WITH U.B.C.ECTION 807. - �' -'^ - GLAZiNG IN -HEATED AREAS TO BE INSULATED DOUBLE 7 MAX:RISE;:i1 MAX.MAXUN STEEL H.W.T. TO COM L T © -- ., z-� F� - - INTEGRATED BATTERY BACK-UP " " „ „ I��.�=.r rr ; , Toli.� l r a ! - aG-,�:I� T i-{,� I. _ GLASS AND LABELED ` WITH AN. APPROVED TESTED U 34-38 HIGH HANDRAIL ABOVE TREAD NOSING' WITH �A GRIP , LABELED: TO BE EQUIPPED WITH A PRESSURE RELIEF LINE. WATERPROOF BACKING UP 70 MIN. ABOVE DRAIN INLET. � _ k_!, r' I „- ,, , - - i�:k� PPS �I-iPL I , - E Tt l>r }=IW.s I =% i h-� VALUE. OF 1 1/4 : 2 /1009,9. PLUMBED TO OUTSIDE: DO NOT APPLY VAPOR RETARDER UNDER WONDERBOARD: �� �?� PULL S,T.O -~ T� • , : " • " �- r-%I•t , t E o F rYl k i PST �i- Xt� • . SAFETY GLASS TO COMPLY WITH U.B.C.SECTION 2406. ENCLOSED USABLE uPACE UNDER STAIRS `SHALL BE OF #NSLILATED H.W.T. _ TO R-i 6 WRAP AND SIT 18 HiGH SHOWERS TO BE 3© DtA. AND 1,024 5Q. IN. MIN, I N ., GL-�.-._. .k- , • ALL WOOD EXPOSED TO THE WEATHER TO BE PRESSURE ONE HOUR FIRE RESISTIVE CONSTRUCTION BY THE USE OF PLATFORM WITH R-10 INSULATION. • ALL PLUMBING FAUCETS: TO HAVE A 2.5.GPM FLOW � � �-- � _ �'1 � t ice{ ``` Tf% �'' Itt in c� � � �/ F` Q HORN TREATED I 5/8" "TYPE.X" G.W.B. APPLIED TO.WALL.S AND LID/1006.13: ALL PILOTS, BURNERS, AND SWITCHES TO BE IW A.F.F: RESTRIGTOR. M�aTM, N v N¢r-+- t er ► • 6'-8" MIN, HEADROOM -CLEARANCE/ 10(}515. _ SAFETY GLASS ON ALL GL.AS ENCLOSURES. �- f'� G�fr^1"1IG-li_it (', . `ac� . `l, 2 EMEF3GENCY LIGHT • FIREBLOCK ALL PLUMBING 'PENETRATIONS., : OPEN STAIRS TO'BE-ONE HOUR FIRE; RESISTIVE WITH 5/8". ( GAS FIREPLACES: .- • `l�p i t,,..�,.-=T {•-v o I �-i i=-i..�? r� C�� .5 , 1--`L,S i,.� tj-P�`✓ � r� EXIT I Li_.#.sr*I I I'-1•%'T� `�1C�;� . I cI �• j , EXHAUST VENTS TO HAVE MAXIMUM RUN OF14-0 WITH NO G.W.B, ON WALLS AND CEILING/1C}06:1.2, EGRESSC310.4 _ i.ylG, I I c y -�„ p I✓ . MORE THAN TWO 90'S. ONE HANDRAIL SHALL NOT -EXTEND LESS THA VY YOND GAS ONLY HEAT SOURCE. � Ic_t / ��T i ' � s� r� t r� �-i� ��.-'�-� ' J BOTH TOP AND BOTTOM RISER AND RETURN E DS. _ UL APPROVED AND LABELED. BEDROOM SASH SILLS UP +44" MAX, A.F.F.WITH MIN. 20" ' '�' = FIRE DEPARTMENT PANEL ALL ENCLOSED SOFFITS AT DECKS AND CANTILEVERS TO T O A O OM �-� �Ik �- I 1Nc_t,1 I' F_� HAVE CONTINOUS FULL LENGTH VENT TO BE OF A NON- INSTALL PER MANUFACTURER'S SPECIFICATIONS. WIDE BY 2" HIGH OPENING AND 5.75.SQ. FT. MIN. FIRE EXTINGUISHER CORROSIVE METAL. [� GUARD RAILS/509: PROVIDE GLASS DOORS. _-- -,, - _ • A FLOOR OR LANDING 8" MAX. BELOW THRESHOLD is ► =-I G.W1►.B, ,5w "TYPE " FOR ONE HOUR FIRE RATING, WRAP �� (A I i IC_ AGC �� / # �G� �, �i REQUIRED FROM AN EXIT DOOR: -APPLIES TO CONDOS PROVIDE A 42" MIN, HIGH RAILING; RAIL TO BE DESIGNED INSIDE OF BOX. AND UNDERSIDE . OF LID PRIOR TO I-� 12 ,c� �I IN, /� TIC .c.E� r�l I lj` -IEr r i C:ca� Qi" ONLY; SO ASA f BALL MAY NOT PAS_ S THROUGH. INSTALLING UNIT. EXTEND CHIMNEY UP TO ROOF RANGE COOKTOPS TO BE VENTED TO EXTERIOR, PROVIDE, H THI .,�-- J� . �' "`--. --w -- - • ------- _ •_._ _ - �- _. -_ _. _ '- HOOD WITH 100 CFM-MIN, FAN AND LIGHT. t'rrEi3'�-t�IG TI IIS DOCUMENT- AND 1 I IE IDEAS AND DESIGNS INCORPOtA I UD I IEREIN AS AN INS I RUMEN I OF PTtOFESSIONAL SERVICE, IS I I IE PTIOPER T Y OF 1 I IE ARCI 111 EC i t DESIGNER AND IS NOT- TO 131' USED IN WIfOLE Ott IN PART, 1`01i ANY 011 IER PROJECT WI II IOII I TI IE WRI VI EN AUII IORIZA I ION OF TI1E ARCHITECT/DESIGNER. T L 1490 REGISTERED ARCIIl.TtCT ROBERT BUTTERFiEt. SWE afWASIIINGTE Revisions: 0�4 LEVEL PLAN Sheet No. A4_ Project No. -bate: Ia-- brawn by: -1• r�.. ALUM. HIHPok� 1. T F- F, -7 10 P11-A ri H F vi IC-7 V4-4-F--; North. E,le'v., R41 IF -!z x L QIT t to anter, —YP loll low mill W at Eaves