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530 WALNUT ST.PDFIiiiiiiiiii'll 13655 530 WALNUT ST Water Service Drawing The City of Edmonds EASEMENT NO . ........................... NEW CONSTRUCTION REHURS 0 LID NO . .................. . ASMT. NO . ........ ......... OWNER............................................................................................ ... CONTRACTOR ................. - ................................................................. PERMIT NO . .................... JOB ADDRESS ...... �U-.VALOLJr LEGAL DESCRIPTION: LOT. NO . ............................. ........ BLOCK NO . ...................... ............ ............... ;. ............... NAMEOF ADDITION .......................................... ......... .. ........................................ .............. T,�o - IDS 2- P-WASS LLi T 1-S-1, Approved: DATE.... .............. By ........................ PVAV-0001-1 1175 (REVA 1178) 60JECTREVIEW CHECKLIS-110. PROJECT NAME: PLAN CHECK #: Z-715 PROJECT ADDRESS:,:_-, RECEIPT DATE: Tj IREVIEW D BY: (Initial Da 6) W R ... COMMENTS FIRE PLAN. Si AT . A BLDG. SEWE STREE ENG- Setbacks/Variance/Setback Adjustment X V- Conditional Use Permit 2 ADB Requirements 3 Other Zoning Requirements .................. 4 Underground Wiring Required . . . . . . . . . . . . . . YES Lot Slope 15% .. ... ...... . ... SEPA Environmental Checklist/Hydraulics Permit ..... . . . .............. .... .... 1 . . . . . . . . . . . . . . . . . . . 1*1.1 ........... 7 Tree Cutting Plan Plat/Subdivision Requirements X.. 9 Legal Description Verification 10 Quit Claim/Street Dedications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . .. Easements - Public/Private ..12 Engineering Storm Drain Review Fee . . . . . . . . . . . . . . X. 3 Engineering 2.2 Inspection Fee ..... . . .. ...... ......... 2 17 Drainage Plan (On -Site) AL 15 Setback - TOP of Bank, Stream, Water Courses 5'g g 16 Setback - Storm Drain Line A Of Open Ditch - Existing miuHncil x.'R 18 Culvert Requited IL ........................ ".1 ...... ... .4,00V 9 Culvert Size xx X-.x-.*-1,1+� . . . . . . . . . . . . . . . . . . . Shoulder Drainage/Shale Open Runoff Catch Basin Required ...... 22: Driveway Slope & Vehicle Access Sidewalk Required 4,11 9A Curb & Gutter Required 25 Curb Cut For Driveway Required �26 Street Paving Required ..... ........ ......... ...... . . . . . . . . . . . ...... Porw 27 Right -Of -Way Construction Permit Required YES Street Name Sign Required x/. Other Signing Required 30 Bond Required For Public Improvements FEMA Map Check/Water Table 32 Side Sewer Availability 33 Calculate Sewer Connection Fee If No LID # Create Street File Existing Water Main Size . . . . . . . . . . . . . . . Water Meter Size 87 Service Line Size ........... ........ - 3 . 8 Water Meter Charge Required 17 Hydrant Required 40 Hydrant Size Existing . ... . . . . . . . . . . . 41 Fire Line Charge Required - Sprinkler 42;. Street Cut 1*0 z.. Miscellaneous I AA Reviewed By: FIRE PLANNING Cq � 1141(f6 LNGINEERING PUBLIC WORKS 'A.,,.,l R E C 0 R D OF C 0 N T A C T S 21 22 23 24 25 26 27 28 RW PERMIT DATE ISSUED RECEIPT # 29 30 31 32 PAID $ RECEIPT DATE 33 SS PERMIT # DATE ISSUED RECEIPT #�V50-5 PAID $ RECEIPT DATE 34 35 36 37 METER SIZE2 PAID $-3Z30 DATE ZOE RECEIPT # 38 39 40 DA Y SIDE, SEWER PERMIT CITY OF EDMONDS 189 9 PERMIT P,- 4:�-D wto K� Q Address of Construction: C� �0 2-0 Property Legal Description (include all easements): PUBLIC VJ (�O�wner'�nd/or Contractor: State License No. Building Permit No. El Single Family Multi -Family (No. of Units..) Commercial. Publi'c Invasion'into City Right-of-Way:x No OYes RW Construction Permit No. Cross other Private Pr I operty:X NO 11 Yes Attach legal description and copy of recorded easement I certify that I have read 4n1'J`-s6II comply with all city requiremen.ts —2 Date as indicated on the back the Permit Card. 90MOMOS TREATMENT PLANT CALL DI,AL-A-DIG (1-8.00-424-5555).BEFORE,ANY EXCA 'T�10N OFFICE USE ONLY FOR INSPECTION CALL 77.14M PUBLIC WORKS DEPT. Permit Fee:' Issued By Trunk Charge: Date Issued: Assessment Fee: Receipt No Lid No.: Partial Inspection: C ) rclloc Date 1—'-'/J1fnitiaI 150 'Comments Reason Rejected: Date —Initial r 00V Final Inspection Approved: Datel-12-0 lniti2�- PERMIT MUST BE. POSTED ON JOB SITE White Copy: File Green Copy; Inspector Buff Copy: Applicant Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NA - NEW CONSTRUCTION REPAIRS F-1 LID NO . .................. ASMT. NO . .................. 14K" OWNER................................................................................................ CONTRACTOR ................................................................. .................. PERMIT NO. .10.1 ------ JOB ADDRESS .... S.30 ------ U/06.10L(l . ..... 5-t .................. ........... LEGAL DESCRIPTION : LOT NO . ...................................... BLOCK NO . .................................... J 7, PWW-0001-11/75 (REV. 11/78) ......................................................................................................................................... ------------------------ NAME OF ADDITION ......................................... ....................................... ------------------------ 7,7 :5 -4 Y 4 6 q0 UA&P cc,-,4-rpoo ""Y Approved: DATE........ /../ .. . . . . ............... By ............. �tp C. 1 S911 October 7, 1999 CITY OF EDMONDS 121 5TH AVENUE NORTH -EDMONDS, WA 98020 - (425) 771-0220 -FAX (425) 771-0221- DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Mr. Warren LaFon, Architect 546 Paradise Lane Edmonds, Washington 98020 RE: 530 Walnut Street BARBARA FAHEY MAYOR RECE-1VED OCT 7 - 10 'ENGINEERING The City is tter dated 10/4/99 regarding code compliance at the 6 unit apartmen t 530 Walnut Street. T e following is provided in response: I . Compliance to UBC 1004.2.4 shall be verified in the field by the City Building Inspector. 2. A height check inspection has not been called for by the contractor. The City Building Inspector will determine compliance to the approved height calculations at the framing inspection. 3. The front door access slope shall be field verified by the City Building Inspector. 4. The approved plans indicate the following note, '2 stalls per unit, 13 stalls, 6 standard, 6 reduced, 1 HC'. A note on the architects' cover sheet does not overrule the approved civil engineered plans that are stamped and signed by the City Engineer. No reduc ' ed spaces are approved on this site by the City Engineer. Compliance to space size, width, location, slope, wheel stops etc. is field. verified by the Engineering Inspector to the approved plans. Compliance to barrier free parking is field verified by the City Building Inspector. 5. The location of the barrier free parking space has been approved by the Building Official. 6. Edmonds Community Development Code Chapter 18.80.070 allows the City Engineer. to approve drive access up to a 15% slope. However, no such request was made by the app licant and the approved plans show a 12% slope. The final slope grade will be field verified by the Engineering Inspector. Thank you, �10W/w Jeannine L. Graf Building Official Cc: Jim Walker, City Engineer Jerry Saterlie, Building Inspector Roy W,hitcutt, Engineerin I Spector g,n- Incorporated August 11, 1890 Sister City - Hekinan, Japan Property Owner Signature: Michael C Palmer STATE OF WASHINGTON COUNTY OF SNOHOMISH I certify that I know or have satisfactory evidence that z signed this instrument and acknowledge it to be his/her free and voluntary act. for -the uses, purposes mentioned in this instrument. 7.1 s' Notary's pressure seals must be mudged. Dated: Signature of Notary Public:---,. .7 Residing at: My Appointment E 'ir's: 1998. DONE THIS dayof— Property Owner Patricia V Palmer STATE OF WASHINGTON COUNTY OF SNOHOMISH I certify that I know or have satisfactory evidence that signed this instrument and acknowledge it to be his/her free and voluntary act for the uses amL, purposes mentioned in this instrument. -nudged. Dated: Notary's pressure seals must be sr Signature of Notary Public S - Residing at: My Appointment Expires: 0 vIVED RE' NO, JAN 2 6 199 DEPT. Return Address City of Edmonds 121 51h Ave. N. Edmonds, WA 98020 9012160436 12/16/98 11:33 p.0002 Recorded Snohomish -County NOTIFICATION OF LOT AGGREGATION .Property Address: 524 & 530 Walnut Street Edmonds, Washington Legal Description of Both Parcels: Parcel 1: B lk 124 D-00-Lot 9 less W I 0-ft all of Lot 10 - W 1/2 of Lot IL 'Parcel 2: Blk 124 D-00-Ely 2/3 of Lot 7 - all of Lot 8 - w 10 ft. of Lot 9. Assessor's Parcel Numbers: Parcel 1: 4342-124-069-00 Parcel 2: 4342-124-009-00 WHEREAS, the owner of the above lots has applied for a building pen -nit to erect a structure across the internal lot line between said lots, violating allowed use provisions established by City ordinance; and WHEREAS the owners desire to aggregate said lots into one building lot in order to remove side yard setbacks Q receive a building permit. NOW, THERERORE, the undersigned property owner, as owner of the above lots, in the city of Edmonds, Washington, do hereby aggregate said lots into A single building parcel. This notification. is being recorded in order to confirm the aggregation so that a building permit may be issued by the City of Edmonds to construct a building across said lot lines, without the imposition or requirement of normal setbacks along the common border of the lots. The City will apply setbacks to the newly aggregated lot only along the perimeter of the newly aggregated lot in accordance with current ordinance. By thi s notification, the owners bind.themselves, their successors, heirs and assigns to treat the above lots as one lot and to commit to re -subdivision of the lots in accordance with the provisions of law and ordinance'pilorh fny future sale of less than the entire newly created parcel. KJ DONE THIS 2a _day4��eq�?_) 1998. Property Owner Signature: - Kc?n Malque CM OFEDMONDS STATE OF WASHINGTON BY-6 UkLL(DCJV_ LPA6�.J. OF COUNTY OF SNOHOMISH I certify that I know or have satisfactory evidence that signed this instrument and acknowledge it to be his/her free and voluntary a&6 the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated: Signature of 0 n- A 0 Notary Publi . . . . . . . . Residing at:- T My Appointment i res: day of '1998. DONE THIS 2, Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Geotechnical/ Civil Engineer CALL L 'REv(giON-� y -rokA6F 0 t-VA F7 S -�() p, " E7 \� A U �-T A c c-o IJ 6 L-Y Q 0 F -c'-T I C-) I-) I 0 'STREET- RLE � FA/Aooh's ck- 'r, -,- SCA) CIO M' 46!,� 0 17 k119 S E EX:PIRES 12t2Y 1-1 SOILS * FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN& PERMIT - LEGAL P.O. Box 55502 - Shoreline, Washington 98155 - (20' 6) 546-9217 - FAX 546-8442 Co. - Dennis M. Bru M.S.C.E., M.B.A. MAPPOU-s /�.ALMEk -A t�\E C--"C E I V OCT 1 3 1998 c) c. -T 7 % I'l ci Geotechnical/ Civil Engineer C-6pb,0A(W%uK (Z &LWU'T S-T. TO�Q 4\31SW If— 7.,Z -wAF\J(&E.h )r �LW S hkA CALC.S ATE76 043 TAN op'\r-kcE N I 1,-k JA-E L. JE�Xf.&-r1rje, erry E-itmosihs S'roAm 5YCrEM i &j Ng A L w u -r It - o Ij S W E STFP. L y AAJ -h OOTLE-TS wN-Tedt QoAu-cy A!-L- :?AtY-(06 r0k /L'j KEASIF CALL, I I 1:� Q \) F S-T 10 jic 0-0-� M'Z-A� ee La' ",/t �' el VS 17405 EXPIRES 12&y SOILS FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DR001INAGE - DESIGN& PERMIT LEGAL P.O. Box 55502 -� Shoreline, Washington 98155 (206) 546-9217 FAX 546-8442 U C-7S �>tL R e7 5-20 C- �, NkO M Lk s W A, 60 u I\j (-v (- 0 M k�, 0 BASIN ID: D02 SBUH METHODOLOGY TOTAL AREA........: RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL....: BASIN SUMMARY NAME: 2 Year Developed BASEFLOWS: AREA. . : CN....: TC.... : ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 165.00 ns:0.4000 p2yr: 1.50 s:0.0800 PEAK RATE: 0.07 cfs VOL: 0.03 Ac-ft TIME: 480 min BASIN ID: D10 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE....: PRECIPITATION .... TIME INTERVAL .... 0.32 Acres TYPElA 1.50 inches 10.00 min NAME: 10 Year Developed 0.32 Acres TYPE1A 2.00 inches 10-00 min BASEFLOWS: AREA. . CN....: TC.... 0.00 cfs PERV 0.13 Acres 86.00 5. 00 min 0.00 cfs PERV 0.13 Acres 86.00 5. 00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 165.00 ns:0.4000 p2yr: 1.50 s:0.0aoo PEAK RATE: 0.10 cfs VOL: 0.04 Ac-ft TIME: 480 min BASIN ID: D100 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE....: PRECIPITATION.... : TIME INTERVAL....: NAME: 100 Year Developed 0.32.Acres TYPElA 3.00 inches 10-00 min BASEFLOWS: AREA..: CN.... Tr 0. 00 cf s, PERV 0.13 Acres 86.00 5. 00 min -00TRACTION COEFF: 0.20 TcReach - Sheet L: 165.00 ns:0.4000 p2yr: 1.50 s:0.0soo PEAK RATE: 0.17 cfs VOL: 0.06 Ac-ft TIME: 480 min 4-S IMP O�;19 Acres 98.00 min IMP 0-19 Acres 98: 00 5100 min IMP 0.19 Acres 98.00 5. 00 min H2O\i - t 711 q� q -R��Jts I ow a G�,/_ HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area efs min. cf\AcFt Acres 1 0.008 540 366 cf 0.32 2 0.022 490 702 cf 0.32 3 0.062 490 1526 cf 0.32 4 0.067 480 1115 cf 0.32 5 0.099 480 1624 cf 0.32 6 0.166- 480 2694 cf 0.32 10 0.014 800 1115 cf 0.32 11 0.027 620 1624 cf 0.32 12 0.064 550 2694 cf 0.32 STAGE STORAGE TABLE RECTANGULAR VAULT IV NO. V1 Description: Underground Cement Vault Length: 25.00 ft. Width: 8.0o ft. voids: 1.000 STAGE (--ST0RAGE, STAGE <---STOR1GE---> STAGE <---STORAGE---*> STAGE (---STORAGE-), (ft) --- Cf___ __AC.rt_ (ft) ___Cf__ -Ac-Ft- (ft) --- cf--- --kc-Ft- (ft) 64.55 0.0000 0.0000 65.60 210.00 0.0048 66.70 430.00 0.0099 67-80 650-00 0-0149 64.66 10.0000 0.0002 65.70 230.00 0.0053 66.90 450.00 0.0103 67.90 670.00 0.0154 64.70 30.000 0.0007 65.80 250.00 0.0057 66.90 470.00 0.0108 68.00 690.00 0.0159 64.80 50-000 0.0011 65.90 270.00 6.0062 67.00 490.00 O.OU2 68.10 710.00 0.0163 64.90 70.000 0.0016 66.00 290.00 0.0067 67.10 510.00 0.0117 68.20 730.00 0.0168 65.00 90.000 0.0021 66.10 310.00 0.0071 67.20 530.00 0.0122 68.30 750.00 0.0172 65.10 110.00 0.0025 66.20 330.00 0.0076 67.30 550.00 0.0126 68.40 770-00 0.0177 65.20 130.00 0.0030 66.30 350.00 0.0080 67AO 570.00 0.0131 68.50 790.00 0.0191 65.30 150.00 0.0034 66.40 370.00 0.0085 67.50 590.00 0.0135 68.55 800-00 0.0164 65.40 170.00 0.0039 66.50 390-00 9.0090 67.60 610.00 0.0140 65.50 190.00 0.0044 66.60 410.00 -0-0094 67.70 630.00 0.0145 01 P" �_ 0.00 cfs PERV AREA-: 0.32 Acres CN....: 81.00 TC.... : 26.89 min ABSTRACTION COEFF: 0.20 TCReach - Sheet L: 165.00 ns:0.4000 p2yr: 1.50 PEAK RATE: 0.02 cfs VOL: 0.02 Ac-ft TIME: BASIN ID: B100 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL .... BASIN ID: B02 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL....: BASIN SUMMARY NAME: 2 Year Undeveloped 0.32 Acres TYPE1A 1.50 inches 10.00 min BASEFLOWS: AREA. . : CN.... : TC....: ND\J - 17 1 \qq 7 10 0 _c; Ole 0. 00 cf s PERV 0.32 Acres 81.00 26.89 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L.- 165.00 ns:0.4000-p2yr: 1.50 s:0'.0800 PEAK RATE: 0.01 cfs VOL: 0.01 Ac-ft TIME: 540 min BASIN ID: B10 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION,....: TIME INTERVAL.... : NAME: 10 Year Undeveloped 0.32 Acres TYPElA 2.00 inches 10.00 min BASEFLOWS: NAME: 100 Year Undeveloped s: 0. 0800 490 min 0. 00 ef a PERV 0.32 Acres 81-00 26.89 min COEFF: 0.20 TcReach - Sheet L: 165.00 ns:0.4000 p2yr: 1.50 s:0.0800 PEAK RATE: ' 0.06 cfs VOLc 0.04 Ac-ft TIME: 490 min 0.32 Acres TYPE1A 3.00 inches 10.00 min BASEFLOWS: AREA..: CN.... : TC.... ! IMP 0 00 Acres 0,00 0.;0 min IMP 0.00 Acres 0,00 0.;0 min IMP 0.00 Acres 0.00 0.00 min MD\j. 1:7 MV CIX STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. orl, Description: Eclmonds Minimum Orifice-0.625 outlet Elev: 64.55 _e 55 f iameter: 0,6,50 in-, 1_ _9 e er_ 00 E e-v-- 5 ft orifice 2 D am 1 . 2 1_ 0 A STAGE (-DISCWGE--> STIGE (--DISCMGE--> STAGE (--DISCURGE---1 STAGE (-DISCURGE-> (a) --- cfs-- 00 ---cfs- (ft) --- ds-- (ft) ---cfs- -65 64.55 0.0000 ;0 0. 114 66.90 0.0163 68.10 0.0654 64.60 0.0024 65.90 O-OU9 67.00 0.0261 68.20 0.0677 64.70 0.0041 65.90 0.0123 67.10 0.0333 68.30 0.0698 64.80 0.0053 66.00 0.0128 67.20 0.0385 68.40 0.0719 64.90 0.0063 66.10 0.0132 67.30 0.0427 68.50 0.0739 65.00 0.0071 66.20 0.0136 67.40 0.0463 68.60 0.0758 65.10 0.0079 66.30 0.0140 67.50 0.0497 68.70 O.OM 65.20 0.0085 66.40 0.0144 67.60 0.0527 0.0795 65.30 0.002 66.50 0.0148 67.70 0.0555 69.90 0.0813 65.40 0.0098 66.60 0.0152 67.90 0.0582 69.00 0.0831 65.50 0.0103 66.70 0.0155 67.90 0.0607 65.60 0.0109 66.80 0.0159 68.00 0.0631 LEVEL POOL TABLE SUMMARY KATCH INW -STO- -DIS- <-PUK-> STORAGE (-----DESCRIPTION-----> WS) (Cfs) -id- --id- <-STAGE> id VOL (d) 2 Year ....................... .0.01 o.o7 v1 orl 66.29 10 348.29 d 10 Year ............ 0 ......... 0.02 0.10 v1 orl 67.0111 492-32 ef 100 Year ... 0 .... #.os ......... 0.06 0.17 v1 orl 68.04 12 698.81 cf EXPIRES 12MI STREET FILF RETURN ADDRESS: City of Edmonds, City Clerk 121 5th Avenue North Edmonds, WA 98020 ILEUM . 12/16/98 11:33 P-0002 Recorded Snohomish County DECLARATION OF RESTRICTIVE COVENANT MULTI -FAMILY RESIDENTIAL Reference #: Grantor(s): (1) Additional on pg., Grantee(s): Cfty of Edmonds Legal Description (abbreviated): Sec-125—Twn-�A��g —%3Qt OR Lot Block Plat Assessor's Tax Parcel ID#(s): (1) (2)4342.12- 4 c> 6,1 o&o _____Assessor's Tax Parcel 1D# not yet assigned WHEREAS. are the owners of the following described real estate in the City of Edmonds, to wit: Property Address: L I se iption . ,ef ! Ix NI/ ?Aiz6G L, A: Wnr i o" -0;'- f, 1 6' P�s-r 2A /S* ov-do+- 7 1 . 2- .- vla+� . .1)&ce- -3i c9+ 5w C'-o - WA-1 1?-q 0-0E- , reL&Mez� ik V61 Assessor's Tax Parcel ED # (s): AUTHORIZED FOR RECORDING City of Edmond BY: �-(L. --�Date!ufcl - Page I of 6L 10 WEUEREAS, the above named owners are desirous of imposing a restrictive covenant upon said pren�flses 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 Grantee the Mowing restrictive covenant, to -wit: That at the time of the execution of this Covenant the Grantors have agreed to the Ordinance of the City of Edmonds provide that no building for multiple family housing may be erected on subject property containing more than six units. Said Covenant shall be bindi g po afl present and future owners of said real estate and their heirs, successors and as ig s. DATE is day of GRANTOR GRANTOR State of Washington )ss County of I certify that I know or have satisfactory evidence that ff4lym—C714. /P& signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the (title) of (name of party on behalf on whom instrument was executed) to be the free and voluntary act of - such pirty for the uses and purposes mentions in this instrument. Subscribed and sworn to before me this fL_ day of .6 % %u u 4 '74 Notary Public in and for tde#ate of Washington. =My commission expires AUTHORIZED FOR RECORDING City of Edmonds By: Date Page of LATEMPMELDINGTORMSMSTRICT CAFILENO. Critical Areas Checklist - - -- - -- --- - - - - -- - -- -- - - - - - - - - - - -- - - -- - - - - - - - - - - - - -- - - - - - - - - -- - Site Information (soils/topograiDhy/hydrology/vegetation) '*524,��530 �WNUT STREET, E D 1. Site Address/Location: -W A S H IPKG7�9 0 2 0 2. Property Tax Account Number- j42 124 009 0008-V(-, 4342 124 007 OOOO-p 3. Approximate Site Size (acres or square feet): 13,728 sq�i—a�� 4. Is this site currently developed? x yes; _ no. If yes; how is site developed? SINGLE FAMILY RESIDENTIAL 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. x _ Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: NO Approx. Depth: 7. Site contains areas of seasonal standing water: N 0 Approx. Depth: What season(s) of the year? 8. Site is in the floodway N 0 floodplain-__ of a water course. 9. Site contains a creek or an area where water flows across the 0rounds surface? Flows are year- round? N 0 Flows are seasonal? - N 0 (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc) X 11. - Obvious wetland is present on site: N 0 I ftMhk.doc; Rev 10/03197 RECEIVED MM a 1 1998 City of Edmonds "No4d UPT. CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by - any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations'of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City -staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing - their preliminary. assessment of the site I have completed the attached Critical'Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: KEN MARQUES Name 9811 CHERRY STREET Street Address EDMONDS, WASHINGTON 98020 City State (425) 775-3132 Telephone Signature Applicant Representative: BRAD BUTTERFIELD Name 400 DAYTON STREET Street Address EDMONDS, WASHINGTON 98020 Zip city state Zip (425) 775-0564 Telephone Signature Date c:reccpflon\jana\cacLdoc Date (over) ,z) C. 18 9 1�� 0 0 .CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 - FAX (425) 771-ID221 COMMUNITY SERVICES DEPARTMENT Public Works e Planning/Building * Parks and Recreation - Engineering o Wastewater Treatment Plant October 28, 1998 Mr. Dennis Bruce 17814 — 80'Ave. NW Shoreline, WA 98177 SUBJECT: Proposed 6-Unit Condominium at 530 Walnut Stree (ADB-98-521(ijan Review 98-275) Dear Mr. Bruce: The Engineering Division reviewed your civil site design. The review team notes the following revisions/corrections. Please contact the review team members individually for questions regarding their comments. Storm draina,Zg — Don Fiene. Hydraulics Engineer at 02�) 771-0220, Ext. 323 See comments in storm drainage report. Recompute. Provide freeboard above the I 00-year elevation for storage. Provide manufacturer's specifications if tank.is pre -cast. Otherwise, show structural details. Use a minimum orifice diameter of 5/8". Provide pipe calls as shown. Provide trench drain across entry to underground garage if finished floor elevation is lower than asphalt access. WN1, Furnm=, AWffTfM_AT,!7r,?TZ MWA AJANKIN Show additional parking dimensions. Maximum access slope is 12%. Utilities —Am Waite. Water Sewer Lupervisor at 02�) 771-0235 Provide separate tap.of domestic water connection. Provide double detector check valve assembly and show detail. Show how sewer service will be provided and provide invert information. 0 Incorporated August 11, 1890 .0 Sister Cities International — Hekinan, Japan Mr. Dennis Bruce 6-Unit Condominium/530 Walnut October 30, 1998 Page 2 When the revisions are completed, please resubmit three copies of the revised plans and attachments together with the enclosed red marked drawings to Lara Knaak, Permit Coordinator. The Engineering Division will then perform additional review. If you have any other questions, do not hesitate to contact me at 771-0220, Ext. 325. Sincerely, ORDON C. HYDE 2 Development Services Engineer GCH/cmc Enclosures c: Lara Knaak, Permit Coordinator %%CrrY2ISYS\ENGR\G0RDY=59A.D0C I - 0 C. 1 SCO � 0 0 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR COMMUN ' ITY SERVICES DEPARTMENT Public Works e Planning/Building e Parks and Recreation o Engineering * Wastewater Treatment Plant September 15, 1998 Mr. Dennis Bruce 17814—Eighth Avenue NW Shoreline, WA 98177 SUBJECT: Proposed 6-Unit Condominium at 530 Walnut Street LA_DB:98:m59Y(Plan Review 98-275) Dear Mr. Bruce: The Engineering Division reviewed your civil site design. Before the City Engineer will approve the plans for construction, the following revisions/corrections must be made:. 1. See comments in the Storm Drainage Report; revise. 2. As indicated in the ADB review process, the driveway must be a minimum of 24 feet wide with clearance to walls/rockeries. 3. In areas other than parking spaces, the curbs are to be painted yellow with "No Parking" stenciled in black or painted red with "Fire Lane" stenciled in black. 4. Proposed pavement markings for on -street parking must be shown. 5. Ad d note that City will inspect frontage improvements. 6. Provide proposed parking/drive aisle layout. 7. Show how utility services will be provided. 8. Show where power vault for elevator will be located. 9. Show that underground parking flows to sanitary sewer. 10. Provide invert elevations. 11. Provide erosion/sedimentation control plan, with BMP's. 0 Incorporated Au_qust 11, 1890 0 Sister Cities International — Hekinan, Japan Mr. Dennis Bruce September 16, 1998 Page 2 When the revisions are completed, please resubmit three copies of the revised plans and attachments together with the enclosed red marked drawings. The Engineering Division will then perform additional review. If you have any questions relating to traffic, do not hesitate to contact Jamal Mahmoud at 771-0220, Ext. 328. If you have questions relating to storm drainage, please contact Don Fiene at 771-0220, Ext. 323. If you have any other questions, do not hesitate to contact me at 771-0220, Ext. 325. Sincerely, t ORDON Gt C. HYDE Development Services Engineer GCH/cmc Enclosures c: Lara Knaak, Permit Coordinator Brad Butterfield 400 Dayton Street Edmonds, WA 98020 G:\ENGR\GORDY\8059.DOC APPLICATION for The City of Edmonds SIODE SEWER PERMT EASEMENT No . .......................................... NEW CONSTRUCTION E] REPAIRS 0 104-07000 R. Joe Calman OWNER-------------------------------------------------------------------------------------------------------------- CONTRACTOR .................................................................................................. PERMIT No . ...................... ADDRESS ....... 5g4 ... Wa-l-n.u-t ... Slre.e.t .................................. .................. .. ..... .. .. . .. LEGAL DESCRIPTION: LOT No . .............................................. BIA>CK No . ............................................ NAMEOF ADDITION.. -------------------------------------------------------------------------------- ...................................................... DYE TESTED ON SEWER JULY, 1972 Approved: DATE................................................ By ...................................................................... CITY OF EDMONDS PUBLIC WORKS DEPARTMENT S'iRUCTION PE RIGHT - OF - WAY CON A. *Address or vicinity of Construction 1;24 UJIm* Atn�-i-� 1PInt 8 16;32,1161W 0 Owner: WaGhlncr4CM BAtMa CBS CO Name 005 156 AV ME Mailing Address Ssllevw, Vtshingtcm 98007 City, S ta te, Zip Code Contractor: S@=gn— AS nt-�.m Name Permit No. is�u'e Date 9 Permit Issued To: 0 Type of Work to be Done: Install New Sexvice • Work in Connection With: El Sub or Plat I I I � Single Family El Comml. / Ind. El Apt. Condo. • Pavement Cut: 11 Yes El No Mailing Address State License Number Z < City, State, Zip Code Telephone Number U 0. NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages,- or claims of any kind or description whatsoever, 'foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. 0 U W Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year co following the final inspection and acceptance of the restoration by the Engineering Division. 0 Z V) Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. t Work is to be inspected. Restoration to be in accordance with City Code. Traffic &'ntrol to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is req I ui I red for inspection by Engineering. Call 775-2525, extension 220. I understand that this pej�tjriust be availabir 9 thAeb site for inspection purposes at all times. I T/- Signature** ate Dac 12, 1900 0 w n e'ro rAlre n t THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: 11'4rw 4 Permit Fee: Time Authorized: Vold after days Security Deposit: Special Conditions: Receipt No.: �Ammenclments: Fund III Fee: FRIECE � 'YEWeet Cut Dimensions -0 V 6 19 81 X Dir. 0 NO W10RK\,TO BEGIN Pffit�i&rhRMIT ISSUANCE Eng. biv. Decembu 1978 FIELD INSPECTION NOTES (Fund 111 - Route cony to Street Dept. rrimmeln* a - Diagram: -11 Contractor called for inspection., Yes No r Date: Bv: Date- Nork Disa.pproved By: Work Approved By: —Date. Inspector: Ena. Div. December -1978 A aJ-e-,� 1111,6 Af` 7 �-2-X,:P,1&JAen.r CITY 6F EDNAONDS 250 51h AVE. N. - EDMONDS. WASHINGTON 98020 - (206) 771-3202 COMMUNITY- SERVICES November 9, 1987 Dear Resident: t,-'\ �.� -�� , F L LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR The City of Edmonds has recently installed a catch basin near the northwest corner of the property at 520 Walnut. This is an area of chronic groundwater problems. In an effort to alleviate this and other related problems, we anticipate the storm sewer will be extended into the backyard area. You are being advised of this in order to give you the opportunity to participate. The adjoining neighbors who participate in this will have legal access to the future drain. The City will assist in the preparation of the necessary legal documents (easements) and the design of the system if there is an interest expressed by you and/or your neighbors. If you.were previously contacted,by the City and told to have your roof drains disconnected from the sanitary sewer, or have drainage problems that you want resolved, this is the opportunity! By sharing the cost, this project can be much more attractive to everyone. Please contact me or Bobby Mills to let us know if you are interested in participating in this project, or if you have any questions about this matter. Very truly yours, /A) vo� JE W. HAUTH, P.E. r H Jrau��ics Engineer JWH/sdt 520WLNUT/TXTST530 AVE ro —43! 0 z 93, kk 5AO 517 flo -Z Id, rR 5 E.3 N.C.- , ) 5�0 f2i szz Ir/d 3j� T� SZ7 S2a 57f 7115- "' 52.4 134 -eA Sy 3u 5 If' 555 Sjj7 401 2 S�4 400 A4 5.11 CD 112 5:41, r- SY0 ?: Pq v OLI :Z SIB sl 7 1/4 ffs r" C 54 lit -4T-s f rr, c n rn 437 i 2 1 s 124 t2 -Wy—j A VE IQ - 6 A I IV_ I - - - 141-1 'o 110 .4 I CIO w 6 T� CIA (.14 StA. 4 — 117 CAPI 427 _Zf 4C2Z 429 lu ilb 13-1 — 131 471 I Csz "51 L I I PLIA 5 IN 14a 7.(7— 'T7 M z 1.40- L I A 4 Ft It Y 7,-7 Z 45-1 AVC 0A 70/ — 7-Z 701 L 707 70q n 71, 7oo �: — co U) rr) 711 ff7/4f )11 -719 7/4 7os* 7j8 c rAo ri > 71Z r- 7/4 0 YZY -0 -71S r r rn .7Z 0 723 720 747 71t m -711 7t' 72o r- 7Z�j — ria L Z 7ZO 720 C) ;X) _YFL- C 7JO in 729 724 0 711 1 7/4 — 74o --i-) —9 73o _5_4 Ut Ln 7r, 739 7J, H '777 71P 741 '144 -720 741 — 7.f/ 741, to Wr_ — 739 'Ma 7YJ 711 Pip 7ff 7fO W2 7Z i LA C J'j ry 757 758 7 8 A V4" 805 A�. Sol — Rod 0 at/ — — 612 filz 803 0/0 oil qZ__ 917 gzs* 820 dl$- 815' als gZ1 r) rn A 41 &21 Ste 920 — 6XI — 823 ra r- wo- 830 < rr, c M rr, 840 > -7,-.7- 031 — r- - — 620 0 80 84+ -i 14f )0 oil 414 , -`- Zz 94S 83—C z 840 M, z 0 ;v or. - oil z ' — dja 7, 8qz 84Y G43 93o Ln djo 0,11 rj ss L 617 84z eso rri &qy gill 1-28 431 1-3 711 96 1 "-,1 7 AVE 701 (_7 — Pi < 71:1 Fm '7S-o 141 7ff 7 Se. Ify 7AI A90S sfe 940 914 r- M 85'0 -< 8,47 J� -: :3. C/) c/) m C-) Z! I _-, 4N. r A 7d d CA) m PL :r 1: Ln rn GO SS7 sto tA 854 855 A VE 46 = - - S. !g TAI A Vr Al. 9r" AVE T,o LEI` �r /?I aW /1 / I b /9-- 7 CITY OF EDIVIONOS 250 51h AVE. N. EDMONDS. WASHINGTON 98020 - (206) 771-3202 COMMUNITY SERVICES November 9, 1987 LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR Nils T. Larsen 520 Walnut Edmonds, WA. 98020 Dear Mr. Larsen: -Attached is a copy of the letter that ' will be delivered to your adjoining neighbors.- Hopefully, this will interest them in participating in this improvement. We will contact you in a'couple of weeks to 1 et you know of the response(s) we receive. If you have any questions, -,feel free to contact us at your convenience. Very truly ours, JERRY W. HAUTH, P.E. Hydraulics Engineer JWH/sdt �Attachment Albe WLNUT520/TXTST530 0, M. � CA FILE JV0. 12-- to Critical Areas Checklist -------------------------------------------------------------- S.ite Information (S01IS/to 0graphy/hydrology/vegetation) I Site Address/Location: 52 530 WALNUT STREET, EDMONDS, WASHINGTON 98020 2. Property T4 Accou .. nt Number: K� �42 124 009 0008-p2 4342 124 007 O0O'O_-'P - 3. Approximate Site Size (acres or square feet): 13,728,square feet 4. Is this site currently developed? X yes; no. If yes; how is site developed? SIN,G.LE FAMILY RESIDENTIAL 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. x _ Rolling: slopes on site generally less than,15% (a vertical rise of I 0-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of I 0-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing wAter. NO Approx. Depth: 7. Site contains areas of seasonal standing water: NO Approx. Depth: What season(s) of the year? Site is in the floodway NO 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 Flows are seasonal? NO (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc). X 11. Obvious wetland is present on site: NO- DErrkkMINATION Am.chk.doc; Rey IQ103/97 City of Edmonds CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or m , ay be, present on the subject property. 'The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). RECEIVED MM 0 1 1998 PLANN11fti DEPT. An applicant, or his/her representative,. must fill out the checklist, sign and date it, and submit it to the City.' The City will review the checklist, make a precursory site Visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to Assist staff in . completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below).: Owner/Applicant: KEN MARQUES Name 9811 CHERRY STREET Street Address EDMONDS, WASHINGTON 98020 City State Zip (425) 775-3132 Telephone Signature Date c:recepfion\jana\cac1.doc Applicant Representative: BRAD BUTTERFIELD Name 400 DAYTON STREET Street Address E'DMONDS, WASHINGTON 98020 City - State Zip (425) 775-0564 Telephone Signature Date (over) 14 C. 1� 8 9 �) May 8,1998 Ken Marques 9811 Cherry Street Edmonds, WA 98020 CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works - Planning/building e Parks and Recreation e Engineering e Wastewater Treathnent Plant Subject: Determination regarding Critical Areas Checklist # 98-126 & 98-127 Dear Applicant: Enclosed please find a copy ofthe Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this. Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMA nom to'eknomb: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMEN TS ' YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH ASAN ENVIRONMEATALACIIECKLIST OR CRITICAL AREAS STUDY. The 'DETERMINATION' for'the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 4m PERMIT APPLICATIONS or YOUR APPLICATION WILL. NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Enc: Critical.Areas Determination Architectural Design Board Thank you. Shada Graham' Acting Planning Secretary C:ReceptionUana\CRLTR.doc .e Incorporated August 11, 1890 9 Sister Cities International — Hekinan, Japan PLANNING DATA N�,w 6*m t-ic-e-c �, NAME: SITE ADDRESS: DATE:- 21�1-115r llz�A 1 -7 ZONING: PLAN CHK#: 2' -Z, PROJECT DESCRIPTION: LA- 1'4 1 T— 6,e) t-4 0 USE(S) PROPOSED: ALLOWED?: LEGAL NONCONFORMING LAND USE DETERMINATI—ON ISSUED (Y/N) CUP File: �-y ADBFILE#: 16'QFj-9T-69 ORDATEWAIVED: PLANS MATCH APPROVED PLAN: n� PARKING: Use: No. Spaces Required: X WA k (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Total Required: Actual Provided: I -�-? SETBACKS: Required Setbacks; 6 Front: 16- Left Side: _Right Side: Rear: t Actual Setbacks: — Front: LeftSide: /0-1- RightSide: 10 Rear: Street map checked for additional setback required? :;C _(Yes/No) MAXIMUM FLOOR AREA: Maximum Allowed: Actual: (Q I 6a BUILDING HEIGHT: Actual Height: e Maximum Allowed: -- &e) Modulation Allowed?: Modulation Height: Datum Point:-CATz'1'4 '&'�-;o4 —Datum Elevation: I?-- j t-1 AVE- 6gD ly;� -7 9'- LANDSCAPING: Matches'ADB approved: Bond: SUBDIVISION: CRITICAL AREAS #: 1Q.- *Af11cs\permW?LANDAc.D0C t a vitr ) SEPA DETERMINATION: . ..... SHORELINE REQUIRED?: LOT AGGREGATION REQUIRED?: OTHER: PlanReviewBy: 6 c:%fllcs\pcffnN^PLANDAc.D0C . - -It. -4 CAFILENO. qg_12�� Critical Arins Checklist. ----------------------------------------------------------- Site Information (soils/topogra hh�/hhydrology/vegetation) I - Site Address/Location , :'524,7530 W NUT STREET, E DAQ*D`S_,`V_ASH_I7N-6 98020 Ta 008�p/,' 43 2. Property �x Account Number 342 124 .009 0 42 124 007 0000-p 13,728 squ-a��. 3. Approximate Site Size (acres or square feet)- 4. Is this site currently developed? x yes; no. If yes; how is site developed? SINGLE FAMILY RESIDENTIAL 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a horizontal distance of 6.6-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of I 0-f6et over a horizontal distance of 3 3 to 66-feet). - Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance. of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: NO ; Approx. Depth: 7. Site contains areas of seasonal standing water: NO - ; Approx. Depth: What season(s) of the year? S. Site is in 'the floodway NO floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round9 NO Flows are seasonal? NO (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc) X 11. Obvi us wetland is present on site: NO 4�: Crr�ticad'Ar�as' iriw*4 o:r'*.'* . 'd AA e y pf, ; ..jp�p iridic*�t * s Cifti.c.al -8-1tew`ithmi:des` d -earth.:** de. CO af cw.' jgiqqte. su si iaidslide.hazard sit 6" th�'aAi Are -Ma * ? ...e _.��ignate n ronmeiifalN ten�itive 4s . . P 151TgRMINA-TION1 ^n_chk.dcc; Rav 10/03/97 4-.. A.- - - City of Edmonds CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained,on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any, potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). REcF.IVED MM a 1 1998 PLANNuiki DEPT. An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent st6ps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this -form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: KEN MARQUES Name 9811 CHERRY STREET Street Address EDMONDS, WASHINGTON 98020 City State zip (425) 775-3132 Telephone Signature Date Applicant Representative: BRAD BUTTERFIELD Name 400 DAYTON STREET Street Address E'DMONDS, WASHINGTON 98020 city State Zip (425) 775-0564 Telephone Signature Date (over) t — loc. is C)" May 8,1998 Ken Marques 9811 Cherry Street Edmonds, WA 98020 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 BARBARA FAHEY MAYOR COMMUNITY SERVICES DEPARTMENT Public Works e Planning/Building - Parks and Recreation a Engineering * Wastewater Treatment Plant Subject: Determination regarding Critical Areas Checklist # 98-126 & 98-127 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.' IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMkNTS. YOUMAYNEEDTOSUBMIT. ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR REAS STUDY. The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. mo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the. following: Building Permits Conditional Use Permits Subdivisions Variances Applications, to the ADB* Land Use Applications Any other development permit applications. Enc: Critical Areas Determination *Architectural Design Board Thank you. Sharla Graham Acting Planning Secretary C:ReceptIon�Jana\CRLTR.doc e Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan APPLICATION for The City of Edmonds SIODE SEWER PERAHT EASEMENTNo . ............. ............................ NEW CONSTRUCTION E] REPAIRS E] 104-07100 owNm............ Carl-&k.ogluad ---------------------------------------------------------------- CONTRACTOR ............... ......................................... ....... -------------------------------- PERMIT No . ...................... ADDRESS ........ 5.30-Wa-1-nUt .. Street ----------------------------------------------------- LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No—: ...... .................................. NAMEOF ADDITION ......................................................................................................................................... 0 E DYE TESTED ON SEWER JULY, 1972 Approved: DATE................................................ By ...................................... ............................... City of Edmonds RIGHT-OF-WAY CONSTRUCTION. PERMIT Permit Nuznber: 918 Issue Date: A. Address or, Vicinity of Construction: 6.30W,4(- A14.1 7— B. Type of Work (be specific): 06X ��,IVOVeD ellti- Pe/7/V'5 C. C. Contractor: JA�cW__Cm��k Mailing Address: q ^Ue 7117,41-- I_tpig StateLicense#: D. Building Permit #(if applicabW4141ONW Contact: Phone: Az — mto V Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. B--C�Tmercial 1 1 d'Si6division E] City Project Utility (PUD, GT*E, WNG, CABLE, WATER) �ulti-Family E] Single Family E] Other INSPECTOR: Wq1-r6v77— INSPECTOR: F. Pavement or Concrete Cut: 0,Y—es— DNo G. Size of Cut: X_ H. Chargt�_$ A 1%4S APPLICANT TO READ AND SIGN INDEMNITY: Applicant ��derstands and by his signature to this application to hold the"Oty of Edmonds I harmlessfrom injuries, damages, or claims of any kind or description whatsoe�'ver, foreseen or unforeseen, that may be made against the City$�f *E-dnionds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defens�e costs and attorneyfees by reason of granting this peimit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES li'ILL BE HELD UNTIL THE Fl NAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR-ISSU4XCE TO TAQTPLICANT Two sets of construction drawings 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 progres ' s 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. Ai I street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the o e statements and understand e t requirements and the pink copy of the permit will be available o Vsite Ttesfo ecti Signature: V ?1�en)factor CALL DIAL-= 'i PRIOR TO, BEGINNING Date: WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY FEE: TIME AUTHORIZED: VOID AFTER DAYS DISRUMON FEE/FUND I I]: SPECIAL CONDITIONS: RESTORATION FEE: _4WA157,CVC774,A1 .APPRov ED e_1r,.L pcpms T OTAL FEE: RECEIPT NO.: z_<:2_Lf? �1 ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES Comments: I Diaoram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION El YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: CITY OF EOMONOS 250 51h AVE. N. - EDMONDS. WASHINGTON 98020 - (206) 771-3202 COMMUNITY SERVICES November 9, 1987 Dear Resident: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR Of% T N"' E � � -j �-' FILE The City of Edmonds has recently installed a catch basin near the northwest corner of the property at 520 Walnut. This is an area of chronic groundwater problems. In an effort to alleviate this and other related problems, we anticipate the storm sewer will be extended into the backyard area. You are being advised of this in order to give you the opportunity to participate. The adjoining neighbors who participate in this will have legal access to the future drain. The City will assist in the preparation of the necessary legal documents (easements) and the design of the system if there is an interest expressed by you and/or your neighbors. If you -were previously contacted*by the City and told to have your roof drains disconnected from the sanitary sewer, or have drainage problems that you want resolved, this is the opportunity! By sharing the cost, this project can be much more attractive to everyone. Please contact me or Bobby Mills to let us know if you are interested in participating in this project, or if you have any questions about this matter. Very truly yours, JE W. HAUTH, P.E. r H Jrau��ics Engineer JWH/sdt 520WLNUT/TXTST530 AVE 3, :Fit r, :5 08 'SAO 520 Pf 517 5 r..3 A, 74 SU Ste ,xu 5�0 ' In.Z.4 517 528 5-Z4 5-rf 5Y -57,-40 -'Y 101 5 33-C 53f 353 5u 121 —E; >0 Isf 5:44 141 3:43 P4 CD 112 542 — — -i— S5.0 Tly 12? 1Z) . f -V ---- 5-18 2 -47— 1/ gif r, 35 1 54o it,, — z 'n C, 437 42Z t2 TZ t t A VE AVi5 At. 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L a 1.* - 811 808 t b?lg sl:r 8/5 fitz 8o3 0/0 0. 81.4 94 7 two oil Ozir 820 42/4f atf 9z' 810 — S.It all 820 fly r) A 4-3 rz/ I — filz It 825 1-n 830 — I a 824 SfIc 630 - ---7 c" OIL - ILS r" ril -0 S.To gil 440 M > 831 940 rn 0 L1?0 SO -V 83C jr7 '-j — oil 840 8zs* Yr 12 83J $4f 942 gii r i4i 94Z 8qz 84Y 8$Z L-% 847 r — fi-ff G43 ;7 — 857 M 617 84Z G SO 85T "I 0 -is —r 857c [:fw -L 11 .. r� o5c. 84,% - ( /Z = 9 rg ff,�E; ('so 9 — A Vf :9 -ry AVE /4 7 907 -P*I"L7 r�4- I I Fo,'44w I - "P- I I LF--k, FZ 4 AVE I �k--7 —M N) z 74o 'M K N) CD CA) a -'�:e 41 �7T7-1 a (V7- CITY OF EOMONO'S 250 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202 COMMUNITY SERVICES November 9, 1987 Nils T. Larsen 520 Walnut Edmonds, WA. 98020 LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR Dear Mr. Larsen: Attached is a copy of the letter that ' will be delivered to your adjoining neighbors.- Hopefully, this will interest them in participating in this improvement. We will contact you in a couple of weeks to let you know of the response(s) we receive. If you have any questions,..feel free to contact us at your convenience. Very truly ours, JERRY W. HAUTH, P.E. Hydraulics Engineer JWH/sdt Attachment Alberts WLNUT520/TXTST530 0 0 Dennis M. Bruce, RE. M.S.C.E., M.B.A. Geotechnical/ Civil Engineer 4- # R' Marques Palmer LLC c/o Michel Construction, Inc. 8022 - 212th Street S.W. Edmonds, Washington 98026 October 12, 1998 C 0 C T 1 3 1998 Subject: Geotechnical Evaluation - Proposed Six Unit Cambridge Condominium Project 530 Walnut Street, Edmonds, Washington This engineering report presents the results of a geotechnical evaluation at 530 Walnut Street, Edmonds, Washington, with respect to the proposed six unit Cambridge Condominium project. This evaluation was required due to owner/developer concerns, as well as City of Edmonds requirements. REFERENCES: • Location map • Site plan • Project drainage calculations and drainage plan by D. Bruce, P.E. • Photographs BACKGROUND: The overall property had contained two small single family residences (wood framed) on a total of approximately 0.3 acres. The overall property contained an ' approximate eight percent (8%) slope, draining towards the southwest. Neither of the existing single family residences revealed any evidence of geotechnical distress. The proposed six unit Cambridge Condominiums, to be constructed by Marques / Palmer, LLC, will occupy the majority of the overall property, with access drive to underground parking at the west (see site plan). SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN& PERMIT - LEGAL P.O. Box 55502 - Shoreline, Washington 98155 - (206) 546-9217 - FAX 546-8442 0 0 Marques / Palmer Pagetwo The surrounding area to this project consists of similar condominium projects recently constructed to the east. Single family residence exists to the west. Properties across Walnut Street consist of larger condominium and apartment projects. EVALUATION: Visual assessments of the existing residences at 530 Walnut, as well as the overall property, revealed no evidence of any geotechnical distress. No slides, no settlements, no tension cracks, no creep, nor any significant erosional degradation were observed. This engineer has considerable experience in the immediate vicinity (the adjacent projects to the east) and understands the foundation subgrade conditions. Experience has proven that the subgrade soils are fully capable of properly supporting the proposed condominium project. In order to augment the existing site geotechnical information, soil test pits were dug under this engineer's observation on September 9, 1998. A total of three backhoe soil test pits were dug. (See site plan for locations). All three soil test pits revealed similar subgrade conditions, namely: 0" to 8" Organics, roots, and organic silt 8" to approx. 2' Relatively clean sands, with occasional gravels 2'to 9'(bottorn of test pit) Increasingly dense sandy loam Slight water seepage was observed in Test Pit No. 3, at approximately eight foot (8') depths. All test pit walls remained vertical and stable. No sloughing or caving occurred. CONCLUSIONS / RECOMMENDATIONS: Based on the findings of this investigation, and experience with similar sites in the area, the property at 530 Walnut Street is geotechnically approved for the proposed Marques / Palmer six unit Cambridge Condominium project, subject to the following: Standard reinforced continuous and spread footings. Allowable bearing pressure: 2,000 p.s.f. Equivalent fluid pressure of 35 p.c.f. is recommended for any retaining wall design provided drainage zone is inspected and verified by this engineer. 0 0 Marques / Palmer Page three For retaining wall design, use friction factor of 0.55 and passive pressure of 350 p.c.f. Temporary shoring in accordance with D. Bruce, P.E. recommendations, utilizing ecology blocks carefully placed under this engineer's inspection are required. This ecology block shoring should be properly embedded in the undisturbed subbase soil and installed at a batter angle of 1 H:6V. Additionally, the shoring blocks should be staggered, as indicated in the elevation view. Geotechnical inspection by this engineer prior to any foundation concrete placement. . The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed native soils or on structural fill placed above native soils. See the later sub -section entitled General Earthwork and Structural Fill for structural fill placement and compaction recommendations. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty- four (24) inches, respectively, and should be bottomed at least eighteen (18) inches below the lower adjacent finish ground surface. Depending on the final site grades, some overexcavation may be required below footings to expose competent native soils. Unless lean concrete is used to fill the over excavated hole, the width of the overexcavation at the bottom must be at least as wide as the sum of two times the depth of the overexcavation and the footing width. For example, an overexcavation extending two feet below the bottom of a three-foot wide footing must be at least seven feet wide at the base of the excavation. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of three thousand (3,000) pounds per square foot (p.s.f.). A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that total post -construction settlement of footings founded on competent, native soils (or on structural fill up to five (5) feet in thickness) will be about one-half inch, with differential settlements on the order of one -quarter inch. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the bearing soils, or by passive earth pressure acting on the vertical, embedded portions of the foundations. For the latter condition, the foundations must either be poured directly against undisturbed soil or the backfill placed around the outside of the foundation must be level structural fill. We recommend the following design values be used for the foundation's resistance to lateral loading: 0- Marques / Palmer Page four Parameter Coefficient of Friction Passive Earth Pressure Where: Design Value 0.55 350 p.c.f. (1) p.c.f. is pounds per cubic toot. (2) Passive earth pressure is computed using the equivalent fluid density. We recommend that a safety factor of at least 1.5 be used for design of the foundation's resistance to lateral loading. SLABS -ON -GRADE: Slab -on -grade floors may be supported on undisturbed, competent native soils or on structural fill. The slabs may be supported on the existing soils provided these soils can be recompacted prior to placement of the free -draining sand or gravel underneath the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We also recommend using a vapor barrier such as 6-mil. plastic membrane beneath the slab with minimum overlaps of 12 inches for sealing purposes. PERMANENT FOUNDATION AND RETAINING WALLS: Retaining walls backfilled on one side only should be -designed to resist lateral earth pressures imposed by the soils retained by these structures. The following recommended design parameters are for walls less than twelve (12) feet in height which restrain level backfill: Parameter Active Earth Pressure* Passive Earth Pressure Coefficient of Friction Soil Unit Weight Where: Design Value 35 p.c.f. 350 p.c.f. 0.55 125 p.c.f. (1) p.c.f. is pounds per cubic foot (2) Active and passive earth pressures are computed using equivalent fluid densities. 0 0 Marques / Palmer Page five For restrained walls which cannot deflect at least 0.002 times the wall height, a uniform lateral pressure of one hundred (100 p.s.f. should be added to the active equivalent fluid pressure). The values given above are to be used for design of permanent foundation and retaining walls only. An appropriate safety factor should be applied when designing the walls. We recommend using a safety factor of at least 1.5 for overturning and sliding. The above design values do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads will be placed above the walls. If these conditions exist, then those pressures should be added to the above lateral pressures. Also, if sloping backfill is desired behind the walls, then we will need to be given the wall dimensions and slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of the wall, unless the walls are designed for the additional late ' ral pressures resulting from the equipment. Placement and compaction of retaining wall backfill should be accomplished with hand -operated equipment. Retaining Wall Backfill Backfill placed within eighteen (18) inches of any retaining or foundation walls should be free -draining structural fill containing no organics. This backfill should contain no more than five (5) percent silt or clay particles and have no particles greater than four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should be between twenty-five (25) and seventy (70) percent. Due to their high silt content, if the native soils are used as backfill, a drainage composite, such as Mirafi and Enkadrain, should be placed against the retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. the purpose of these backfill requirements is to assure that the design criteria for the retaining wall as not exceeded because of a build-up of hydrostatic pressure behind the wall. The subsection entitled General Earthwork and Structural Fill contains recommendations regarding placement and compaction of structural fill behind retaining and foundation walls. EXCAVATION AND SLOPES: In no case should excavation slopes be greater than the limits specified in local, state and national government safety regulations, Temporary cuts up to a height of 0 0 Marques / Palmer Page six four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a height greater than four (4) feet, the cut should have an inclination no steeper than 1:1 (Horizontal:Vertical) from the top of the slope to the bottom of the excavation. Under specific recommendations by the geotechnical engineer, excavation cuts may be modified for site conditions. All permanent cuts into native soils should be inclined no steeper than 2:1 (H:V). Fill slopes should not exceed 1:1 (H:V). It is important to note that sands do cave suddenly, and without warning. The contractors should be made aware of this potential hazard. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. DRAINAGE CONSIDERATIONS: Footing drains are recommended at the base of all footings and retaining walls. These drains should be surrounded by at least six (6) inches of one -inch -minus washed rock wrapped in non -woven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At the highest point, the perforated pipe invert should be at least as low as the bottom of the footing and it should be sloped for drainage. All root and surface water drains must be kept separate from the foundation drain system. Slight groundwater was observed in Test Pit No. 3 during the field work. Seepage into the planned excavation is possible, and likely if excavation occurs during winter months, and if encountered should be drained away from the site by use of drainage ditches, perforated pipe, French drains, or by pumping from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Any exposed slopes to be covered with plastic to minimize erosion. Final site grading in areas adjacent to buildings should be sloped at least two (2) percent away from the building, except where the area adjacent to the building is paved. GENERAL EARTHWORK AND STRUCTURAL FILL: The proposed building and pavement areas should* be stripped and cleared of all surface vegetation, all organic matter, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill. is Marques / Palmer Page seven NOTE: Specific clearing limits to be established at pre -construction meeting with City of Edmonds building officials. Structural fill is defined as any fill placed under the building, behind permanent retaining or foundation walls, or in other areas where the underlying soils needs to support loads. This engineer should observe site conditions during and after excavation prior to placement of any structural fill. . All structural fill should be placed in horizontal lifts with a moisture content at or near the optimum moisture content. The optimum moisture content is that moisture content which results in the greatest compacted dry density. The moisture content of fill soils is very important and must be.closely controlled during the filling and compaction process. . The allowable thickness of the fill lift will depend on the material type, compaction equipment, and the number of -passes made to compact the lift. In no case should the lifts exceed twelve (112) inches in loose thickness. The following table presents recommended relative compaction for structural fill: Location of Fill Placement Beneath footings, slabs or walkways Behind retaining walls Beneath pavements Minimum Relative Compaction 95% 90% 95% for upper 12 inches of subgrade, 90% below that level Where: Minimum relative compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D-1557-78 (Modified Proctor). Use of On -Site Soils It grading activities take place during wet weather, or when the silty, on -site soils are wet, site preparation costs may be higher because of delays due to rains and the potential need to import granular fill. The on -site soils are generally silty and thus are moisture sensitive. Grading operations will be difficult when the moisture content of these soils exceeds the optimum moisture content. 0 Marques / Palmer Page eight Moisture sensitive soils will also be susceptible to excessive softening and 99 pumping" from construction equipment traffic when the moisture content is greater than the optimum moisture content. Ideally, structural fill which is to be placed in wet weather should consist of a granular soil having no more than five (5) percent silt or clay particles. The percentage of particles passing the No. 200 sieve should be measured from that portion of the soil passing the three -quarter -inch sieve. The use of "some" on -site soils for fill material may be acceptable if the upper organic materials is segregated and moisture contents are monitored by engineering inspection. DRAINAGE CONTROLS: . No drainage problems were evident at 530 Walnut. Currently surface runoff flows generally southwesterly. The drainage plan entails total control of storm water runoff by means of containment, a detention vault and controlled orifice release into the existing City of Edmonds drainage system. CONCRETE: All foundation concrete (footings, stem walls, slabs, any retaining walls, etc.) shall have a minimum cement content of 5-1/2 sacks per cubic yard of concrete mix. SHORING: As discussed, temporary shoring will be required in order to establish the lower parking level. Shoring plans recommend the use of ecology blocks properly placed under this engineer's supervision. The total soil cut required for this shoring phase will be thirteen and one-half feet (13.5') (see plans). It is imperative that the shoring blocks be properly placed and staggered in accordance with the engineering plan and good practice. INSPECTION: The recommendations of this report are only valid when key geotechnical aspects are inspected by this engineer during construction: • Soil cuts • Shoring 0 Marques / Palmer Page nine • Foundation subgrade Verification • Retaining wall, or rockery placement • Any fill placement • Subsurface drainage installation SUMMARY: The proposed Marques / Palmer LLC Cambridge Condominium project proposed for 530 Walnut Street, Edmonds, is geotechnically viable when constructed in accordance with the recommendations herein, compliance with City of Edmonds approved plans and requirements, and key geotechnical inspection during construction. STATEMENT OF MINIMAL RISK: . The plans and specifications for the proposed six unit Marques / Palmer LLC Cambridge Condominium project at 530 Walnut Street, Edmonds, Washington, have been reviewed by this engineer and conform to the recommendations of the analysis and report and, provided that those. conditions and recommendations are satisfied during the construction and use, and inspected and verified by this engineer, the area disturbed by construction will be stabilized and remain stable and will not increase the potential for soil movement, and the risk of damage to the proposed development and from the development to adjacent properties from soil instability will be minimal. CLOSURE: The findings and recommendations of this report were prepared in accordance with generally accepted professional engineering principles and practice. No other warranty, either express or. implied, is made. The conclusions are based on the results of the field exploration and interpolation of subsurface conditions between explored. locations. If conditions are encountered during construction that appear to be different than those described in this report, this engineer should be notified to observe the situation and review and verify or modify the recommendations. If there are any questions, do not hesitate to call. DMB:vb lte",Z- V WASI kl� t 06 17405 4-1 EXPIRES 12/23/ let!= L4- _,O�� M . t.A4� Dennis M. Bruce, P.E. Geotechnical / Civil Engineer L-e)CA-r(ON MAP, . Ft6- ( CITY -OFEDMONDS 250 5TH AVENUE NORTH, EDMONDS, WA 98020 (206) 771-0220 RCW 197-11-970 Determination. of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: *Construction of a new six dwelling unit multiple family building, along with 5,200 cubic yards of associated grading, and 13 parldng stalls under the proposed building. (City of Edmonds File No..ADB-98; W-- Proponent: Brad Butterfield, 400 Dayton Street, Edmonds, WA 98040 Location of proposal, including street address if any: 524 & 530 Walrfut Street Lead agency: CITY OF EDMONDS The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. Thi� information is available to the public on request. xx There is no comment.period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by Responsible Official: Jeffrey S. Wilson Position/Title:Current Planning Supervisor, Department of Community Services - Planning Division I Phone: 771-0220 Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020 Date: xx You may appeal this determination to Robert Chave, Planning Manager, at 250 5th Avenue North, Edmonds, WA 98020, no later than -7 1 k/ <- 1998, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the procedures for SEPA appeals. xx Posted on -7 1 Ll 1998, . at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. xx Distribute to "Checked" Agencies on the reverse side of this form,'along with a copy of the Checklist. Page I of 2 ADB9859.DOC 6/29/98.SEPA Mailed to the following along wit., ihe Environmental Checklist: XX Environmental Review Section Department of Ecology P.O. Box 47703 Olympia, WA 98504-7703 XX Washington State Dept. of Transportation TSM&P/Land Developer 15700 Dayton Avenue North Seattle, WA 98133 XX Edmonds School District No. 15 Attn.: Bret Carlstad, Planning and Property Manager 20420 68th Avenue West Lynnwood, WA 98036-7460 Attachments pc: File No. ADB-98-59 SEPA Notebook XX Community Transit Attn.: Brent Russell 1133 164th Street Southwest, #200 Lynnwood, WA 99037 XX Brad Butterfield 400 Dayton St Edmonds, WA 98020 XX Ken Marques 9811 Cherry St Edmonds, WA 98020 Page 2 of 2 ADB9859.DOC &29/98.SEPA 0� EDAI 0 MEMORANDUM Date: June 29, 1998 To: File No. ADB-98-59 From: John Bissell, Senior Planner Via: Jeffrey S. Wilson, Responsible Official Subject: ENVIRONMENTAL DETERMINATION FOR THE CONSTRUCTION OF A NEW SIX DWELLING UNIT. MULTIPLE FAMILY BUILDING, ALONG WITH 5,200 CUBIC YARDS- OF ASSOCIATED GRADING, 'AND 13 PARKING STALLS UNDER THE PROPOSED BUILDING; CITY. OF EDMONDS FILE NO. ADB -98-59 I have had the opportunity to Visit the site, review the environmental checklist, site plan, building elevations, and'traffic study that have been prepared for the project. Copies of these documents are filed in the,official file for.this pem-iit. Based on.my review of all available information and adopted policies of the City, I recommend ..that a dete'rmination of nonsignificance be issued for the project... Review by Responsible.Official I concur: I do not concur: Comments: Je freyy S. Wilson Date Attachments c: File No. ADB-98-59 City of Edmonds c�R Planning Division., ADB9854M.DOC 06(29/98. OV EDAf . ........ CITY OF EDMONDS ENVIRONMENTAL CHECKLIST Purpose of Checklist. The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions.- An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid.impact s from the proposal, if it can.be done) and to help the agency decide whether an EIS is required.' Instructionsfor Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental'agencies use this checklist to determine whether the environmental impacts of your proposal are significant requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your -knowledge. In most case* s, you should be able to answer the questions from your own. observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not * apply to your proposal, write "do not know" or does not apply". complete answers. to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can., If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you subn-dt this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may,be significant adverse impact. Use of.checklistfor nonprojectproposals. (7,�mplete this checklist for nonproject proposals, even though questions may be answered "does not app!,,�." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: THE CAMBRIDGE CONDOMINIUMS 2. Name of applicant: BRAD BUTTERFIELD 3.1 Address and phone number of applicant and contact person: . CONTACT: BRAD BUTTERFIELD 400 DAYTON STREET, SUITE C, EDMONDS, WA 98020 425/775-0564 Page I of 24 CHKLT.DMI-NOV-93 A 4. Date checklist prepared: 4/27/98 5. Agency requesting checklist: City of Edmonds. 6. Proposed timing or schedule (including phasing, if applicable): To applymfor building permit for (6) unit condominiums approximately July -- August 1998 (STAFF COMMENTS) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No (STAFF COMMENTS) 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. N o (STAFF COMMENTS) Page 2 of 24 CHKLT.DOOI-NOV-93 MASMMPFA 10. List any government approvals or permits that will be needed for your proposal, if known. Edmonds ADB approval Edmonds building permit (STAFF COMMENTS) 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Site approx. 13',800 S.F. w/(2) single family to be removed. .A (3) floor + basement garage building w/(6) condominium units is proposed. 13 parking 'spaces, elevator, (6) sto,rage units and.mechanical storage are proposed. (STAFF COMMENTS) 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range. or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 524,530 Walnut Street, Edmonds, Wash. Blk 124 D-00-Lot 9 less W.10 ft. all of lot 10 - 14 1/2 of lo.t 11 Blk 124 D-00-Ely 2/3 of lot 7 all of lot 8 - W. 10 ft. of lot 9. (STAFF COMMENTS) Page 3 of 24 I.-NOV-93 TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat,(��hilly, steep slopes, mountainous, other: Rolling (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? Approx. 12% on east side of 530 (STAFF COMMENTS) c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand, some imported humus (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No (STAFF COMMENTS) Page 4 of 24 CHUTDOCU-NOV-93 MASMSPEA e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source Of fill. Approximately 5,200 cubic yards soil removed to allow construction and adequate drainage�. (STAFF -COMMENTS) f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No (STAFF COMMENTS) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 45% building, approximately 8 10% asphalt 53-55% (STAFF COMMENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: None (STAFF COMMENTS) - 2. AIR 2. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Possible dust from razing/construction. Heavy equipment exhaust for excavation.. (STAFFCOMMENTS) Page 5 of 24 CHKLTDOCU-NOV-93 b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. N o (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: No (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vic inity of the site (in duding year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type'and -provide names. If state what stream or river it flows into. appropri N o (STAFF COMMENTS) (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No (STAFF COMMENTS) I (3) "Estimate the amount of fill and dredge material.that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of rill material. N/A (STAFF COMMENTS) Page 6 of 24 CHKUDMI-NOV-93 MASTEMSPEA (4) Will the proposal require surface water withdrawals. or d . iversions? Give general description, purpose, and approximate quantities if know'n. No (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. (STAFF COMMENTS) (6) Does the, proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn, or will. water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Ground water condition unknown No discharRe iS Dlanned (STAFF COMMENTS) Page 7 of 24 F��T. I.-NOV-93 (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic. sewage; industrial, containing the following chemicals ... �' agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. Water supply and 6ewage to accommodate approximately 20 occupant.s required from Edmonds City Utilities. (STAFF COMMENTS) C. Water Runoff (including storm water): (1) Describe t,he.source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Water runoff to be collected in 3 4 drains and routed to the storm system (STAFF COMMENTS) (2) Could waste.materials enter ground or surface'waters? If so, generally describe. No (STAFF COMMENTS) d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: See 6.C.1 (STAFF COMMENTS) Page 8 of 24 CHUT.D001-NOV-93 MASTEMSPEA 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other- D e co r a t i v e f r u i t evergreen tree: fir, cedar, pine, other: X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage. other: water plants: water lily, eelgrass, milfbil, other: other types of vegetation: (STAFF COMMENTS) b. What kind and amount of vegetation will be removed or altered? All existing to be removed. Significant increase in vegetation —is proposed - see landscape plan (STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. None (STAFF COMMENTS) - Page 9 of 24 d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if any: Introduction of (2) magnolia, (3) vine maple, shrubs-, lawn, and gr,ou-nd covers (STAFF COMMENTS) 5. Animals a. Check or circle any birds and animals which have been observed 'on or near the site or are known to be on or near the site: x birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: (STAFF COMMENTS) b. List any threatened or endangered species known to be on or near the site. None (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. No (STAFF COMMENTS) Page 10 of 24 CHKLT.D=I-NOV-93 MASMMSPEA d. Proposed measures to preserve or enhance wildlife, if any: None (STAFF COMMENTS) 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed. proje ' ct's energy needs? Describe whether it will be used for heating, manufacturing, etc. —Electrical and natural gas for lighting and heating (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: This project will meet all requirements of the energy codes. (STAFF COMMENTS) PapllofU CHKITDOMINOV-93 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? N so describe. No (STAFF COMMENTS) Describe special emergency services that might be required. None (STAFF COMMENTS) (2) Proposed measures to reduce or control environmental health hazards, if any: .None (STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None (STAFF.COMMENTS) Page 12 of 24 CHUTDOMI-NOV-93 MASMR\SPFA (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term: Typical construction noises and traffic during construction hours: 7:00 am 4:30 pm (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: Care will be taken to -keep noise to a minimum (STAFF COMMENTS) 8. Land and Shoreline Use a. What is the current use of'the site and adjacent properties? Site: Residential - single family Adjacent: Multi -family residential (STAFF COMMENTS) b. Has the site been used for agriculture? If so, describe. Light gardening . I . (STAFF COMMENTS) Pap 13 of 24 C. Describe any structures on the site. (2) Single family residential (STAFF COMMENTS) d. Will any structures be demolished? If so, what? (2) single family residential (STAFF COMMENTS) e. What is the current zoning classification of the site? RM 1.5 multi -family residential (STAFF COMMENTS) f. What is the current comprehensive plan designation of the site? RM 1.5.multi-family re sidential (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? N/A (STAFF COMMENTS) Page 14 of 24 CHXLT.D=I-NOV-93 MASTEMSPEA h. . Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. N o (STAFF COMMENTS) i. Approximately how many people would reside or work in the completed project? Approximately 20 people (STAFF COMMENTS) j. Approximately how many people would the completed project displace? Unknown current houses are rental properties (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: N/A (STAFF COMMENTS) 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: This project is compatable with existing and projected land uses and plans (STAFF COMMENTS) Page 15 of 24 MW IT MY'N I -NOV-03 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. (6) High income units (STAFF COMMENTS) b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low- income housing. See 8 J (STAFF COMMENTS) C. Proposed measures to reduce or control housing impacts, if.any: See 8.K (STAFF COMMENTS) 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? 29'-9" above datum is tallest height for structure, principle ext. building material finishes are brick and Dry-vit (STAFF COMMENTS) CHK�T.D=I.NOV.93 MAMMSPEA Page 16 of 24 b. What views.in the immediate vicinity would be altered or obstructed? Do'not know (STAFF COMMENTS) C. Proposed measures to reduce or control aesthetic impacts, if any: None (STAFF COMMENTS) 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? :No (STAFF COMMENTS) c. What existing off -site sources of light or glare may affect your proposal? None (STAFF COMMENTS) Page 17 of 24 r.wiet.Tr4-^i.wnv-(n d. Proposed measures to reduce or control light and glare impacts, if any: None (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? City parks, Puget Sound beaches, Marina, private athletic club. restaurants are all within 4-6 blocks of si'te. (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. No (STAFF COMMENTS) C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any - None (STAFF COMMENTS) _ Page 18 of 24 CHMT.D001-NOV-93 MASMMSPEA 13, Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. N o (STAFF COMMENTS) b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be. on or next to.the site. NIA (STAFF COMMENTS) C. Proposed measures to reduce or control impacts, if any: N / A' (STAFF COMMENTS) 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Walnut Street (STAFF COMMENTS) Pap 19 of 24 CHKLMDOCU-NOV-93 b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? No: Bus stop is approximately one (1) block from site (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project eliminate? Existina parking'is 4 spaces, project would provide 13 spaces (STAFF COMMENTS) d. Will the proposal require any new toads or streets, or improvements., to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). N o (STAFF COMMENTS) e., Will the project use (or occur in the immediate vicini;y of)' water, rail, or air . transportation? If so, generally describe. (STAFF COMMENTS) Page 20 of 24 CHKLT.DCC\I-NOV-93 MASMMPEA f. How many vehicular trips per day- would Ye generated by the completed project? If known, indicate when peak volumes would occur. Approximately 10'-20 wi.th peak times at 7-9 am and4-6 pm. (STAFF COMMENTS) g. Proposed, measures to reduce or control transportation impacts, if any - None (STAFF COMMENTS)' 15. Public Services a. Would the project result in an increased need for public servicuffor example: fire protection, police protection, health care, schools, other)? If so, generally describe. -No - This is a fire sprinkled, secured building. (STAFF COMMENTS) b. Proposed measures to reduce or control direct impacts on public services, if any: Project.will meet or exceed.all current f-ire code.requirements for new buildings (STAFF COMMENTS) Page 21 of 24 CHKUD001-NOV-93 16. Utilities a. ae utilities currently available at the site: �eleciricity �naturo gas (t�elephone septic system, other: ty, natural gas, water, refuse ser,vice, telephone, sanitary sewer. ..(STAFF COMMENTS) b. Describe the utilities that are proposed forlhe project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Snohomish County P.U.D.,. General Telephone Co., Washington Natural Gas Co., City of E.dmonds Sewer System. — (STAFF COMMENTS) C. SIGNATURE The'above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature of Proponent Date Submitted CHUT.DMI-NOV-93 MASMRISPEA Page 22 of 24 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (do not use this sheetfor project actions) Because these questions are very general, it may be helpful to -read them in con unction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the. types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How Would the proposal. be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposal measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: Pap 23 of 24 4.* How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic riveri,,threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal belikely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Troposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or. public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the -proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. Page 24 of 24 CHKLT.DOMI-NOV-93 MAZrEPXSPEA V 2 i.cinity and Zoning Map Attachment 1 File ADB-98-59 EX6711 COND I X�LM A WALNUT STREET SIDEWALK (C-0r4e-9LrrE) gyg, ME!) all OMM MA'' M. APS WSRIP-wwom- �3q 7nm 570K. ELECT L wwaw Mawlex Par.% x A&& prXien., 90UM0 61. 11 A cm rLocr oqc*o�w C== e. I MZX 4Mrj4^!rA 14LX CMEMATA 17 go. 69CAIN 15LAMPT157 co b par.�bn C== -7 H C. .6 ramkvzp Imm"a, Mus^ pad"W9 -Ptw.,4, retpucap ............... UJALL 5 canciRZ-72—w VIR"M VIA cowm �y III PWTMNr WALL TOW WA-� —:r m4uwr e,�M 5a rr: , AH.,;� ..... .................... L zoo W H^Lo4vN A015 MAKINZA OR vrrus 0-T 13 PIROVIPW 13 im's wU-;;-- J .4 J : 1`0 6LOPM IN IMAP�Kl,� !czw--=Tr- e.L^15 ................ ptepugap & WCM Fr&41CZ A I ;0 : j 11 * 17 Ab -A4^rXMj" Ou AROUMP DI$F0-%L i STORA4 'brOMA4c -Jj UTnl L I TY X .11 - - - - - --- - - - - - - - - - - r r -"Qum" FLOW f em5r. FE4= V LANDSCAPE *PLAN' A PROPOS80 PLOT PLAN RIB W 0 BUTTERFIELD DESIGN GROUP 400 Dayton Street, Suite C Edmonds, WA 98020 I FOR.- KEN MA RM /0 w WALNUT ST. WA M-7 Pjrlr- i'41 r F7 WltlAtsr 4 89". 03 24, v Cii!.Wr. *4)11 rw" 0 rw.; Al 11 'PIP ,PIP ....... ....... MO (14-1 it IA�TA OR . . ............. M, fp Wllc VL f;p 89059,031, w 124,88' EXISTING PLOT PLAN NOTES I- '�"S SURWY WAS PERFORMED BY FIELD MAVERSE USNO A 10 SECOND OWAL srAnow w000urr suppumENrED wrH A 100 FT STEEL TAPr. BUTTERFIELD DESIGN GROUP 400 Dayton Street, Sufte C Edmonds, WA 98020 TANK TOP VIEW GENERAL NOTES 1. All work and matcrialr, rhqII be in accordance with City of FdmOndO 5tandardo and 5pccification5. and WaohinOtOn 5tate pepartmcnt of Transportation 1991 5tandard 5pccificationo for road, bridge and municipal construction. 2. Temporary cro5lonlocclimcritation control mcaource, shall be, implemented prior to any oradino or extensive land Gicarine. These facilitler shall be ratlefactorfly maintqincd until construction Ir completed and the potential for erosion is minimal. 3. All pipe shall be placed on stable carth, or if in the opinion of the City Engineer, the cxiotino tcri,ql shall be p foundation is unsatisfactory, then the unoultqblc Ma xcavatcd and the void baGkfillcd with a free draining granular material, free of dcbri5 and clay. STORM SYSTEM 4. All grate-9 (Inlert and catch barin) shall be depressed 0.1 foot below Pavrmc nt grade. All catch ba5lncl to be type 1 unlcOO otherwise noted. The contractor shall be rc6ponoll;lc for adju5ting all manhole, inlet, and catch basin framer, and grater, to grade jurot prior to pouring of curbo ana paving. All catch basins with a depth over 5 feet to the flowline shall be a Type 11 C5. All otructurce, located Outside Of the riqht-of-waY shall have lorkino Ildr. I 1), - i, Foundry part No. 5M 50G, Herringbone FIN15H GRADE Catch baoin frame and grate OnSI, VC Y r pattern: part; No. 5M 52, thru-curl� inlet, part No. 5m 44, rolled curb type; or other approvci cgual; or as otherwise rallcd for On the plans. 5. Stormwatcr r&tcntIOn/dctzntIOn facllltIcO must be conotructcd and maintained In accordance with City of Edmonds requircrrentO, 6. All road fillO shall be Compacted to a minimum of 95% of maximum density when tested using the modified Proctor test. Compaction shall be accomplished in accordance with 5crt.lon 2-0.3.5(14)G, Method [5 or G. If Out; and fill r t horizontal to two feet. vertical, 'loper 7. , exceed a MqXIMUM Of One fOO a rock or concrete rctainino wall will be required. Ocatjon5 of cxlrtino utliltice, have been obtained from available records 5. Approximate I a and are shown for convenience. The contractor shall be rc5ponOibIc for vcrifyine the 10c tion of all existing utilitier, whether shown or not. The contractor shall call the Utility Locator Service, 1-800-424-5555. two working day5 prior to any construction. ,,qfr 9. The contractor shall take all necessary prccautionc, for the ty of employees on the pplicabIc provisions of Fcdcral, State, and Municipal safety project, and shall comply with all a intain, at all timeO, as required by the laws and building codes. He shall crect and properly ma protection of workmen and conditions and proorcoo of the, work, all nccce5ary 6afcguard5 for I hazards; and he shall the public; rhall post danger gignO warning against known or unuoua designate a responsible member of his organization on the construction site whose duty shall be the prevention Of Accldcntcl- no asphalt and oravcl ourfacer, 10. The contractor shall be responsible for maintaining and repair! clioturbM as a result; of this construction until they are acccptccl by the Public Works Pepartment of the city. TEMPORARY EROSION/OEPIMENTATION CONTROL NOTES 1. maintain natural vcgctqtion for slit control where p000ibic. 2. Temporary erosion sedimentation contro ptructed by placing riltation 'Onr c I facillticr' shall be iintaincd in a satisfactory control filterr, around owalco (natural or marimadc) and shall be M condition until Ouch time that land clearing andlor construction of permanent drainage facilities arc compicte-cl and operational. Facilities shall then be removei and the site restored to the original or final dcoion condition. and &xpcctcd Ocaronal conditions dictate, more siltation control 5. As construction proorcrOcr, ation control of thie, property, Therefore. during the faciliticO may be required to InOurc complete Oilt, or to a4circoo any new conditions that courOc of construction, it; shall 17C the obligation of the contract may be created by his activities and to proviic additio . nql facilities, ar, May be r1CCdCd' bjization of Exposed Areas. Ail 5OH5 CXPOOCII by land dioturbine EGC Minimum Requirement - Ma tion of 5MP5, including, but not limited to, sod activities shall be 5taliblizcd by suitable aff"ca hydrooccclino, or other vegetation. plagitic covering, or mulching. All DMPO 6hall be OcIcctc6l, jc5i,3ned and maintained in accOrdancc with the manual. The exposed ooilr, shall be stabilized accordine to an approved tlmctslbc. (Typically, no OoilO shall remain expoOrd for more than two (2) Jaye, from October I through April 30 and no more than seven (7) days from May 1 through 5cptcmbcr 30) 24-00' M IN STREET DRIVEWAY DETAIL STORM, DRAINAGE ERROSION CTRL PLAN -suotz/We. 11 RE=69- LADDER 6" MIN COVER 955 CU FT. IFVC3034 4- REINF. GONG. DENTION TANr, 5LOFE L30TTOM 0.05% PETFNTION TANK 5ECTION 1/4" = '1' - U, - - A I- /- t- 0 a I n(- V C� GO N5TRQ CE 1. TEMPORARY ER05ION CONTROL IN5TALLED 2. TEMPORARY ROAD/APFROACH 5. EXCAVANT1110"lli, 4. DRAINAGE5Y5TEM &5ANITARY 5EWER IN5TALLEP 5. FOUNDATION 6. DRIVEWAY N.5- LD t6 i�' I OLID DCr,ING in L-- Fi7k ORI EL = 65-05 Ti;rVC Z>03A 5TORM 5 5 EWEIZ IE = 64-31 .32 " DIA. ORIFICE IE = 62.55 2X2 OF 4' 0" OR DETTER FILTEF FADRIC 211.4P QUARRY TOP OF 5WALE 5 5PALL FOCK CHECK DAM 5EnON- NO SCALE 2X2 OF FILTER FAI3RIq Z"I OF, 13ETTEK 7/8" WA5HEP GRAVEL FUW No- -ip\J-12" DURY FILTE2RIC L 13Upy [30TTOM OF FILTER IN GRAVEL-LINEO TRENCH FADRIC IN TPENCH FILTER FENCE DETAILN05CALE FARKING AREA 536 WALNUT 10.00, FOUNPATIO WAU 24"X24"X72" ECOLOG V Y 13LOCK R=25' MIN. 700, C' So, 4-fl-1/4/ 0; Sl,,, 4-1 ,j �� so/ "�'s 1�s 2.00' GOMFACTED 12" MIN. - I "'�"< -�' FREE DRAINING FILL 4P - 8" QUAKRY 5FAL!3\ - GRE55/ EGRE55 AREA FKOVIDE FULL WIDTH OF IN UND15TURBED 5�t� LEVEL 13A5E NOTICE: DENNIS M. BRUCE, P.E- TO MONITOR INSTALLATION OF SHORING S H 0 R I-N-G- -D-E- T -A-I -L 1/4" = 1,00' TANK CONTROL STRUCTURE RIM: 6 9. 4 0 IE: 6 31 (SEE DrTA�L THIS S CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 TEMPORARY enAr) ENTRANCE DETAIL, Existing CB#1 TYPE 1 RIM: 6 7 8 IE: 64.� EX - CB #A TYPE 1 RIM: 63.4 IE: 60.18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MORONI, . . . . . . . . . . ........... .. ........ .......... . . . . . . . . . . . . . . . . . 70 . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 ION TANK . . . . . . . . . . D 7ET :EN 7T . . . . . . . . . . . . 4 66 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . @ . . . . . . . . . . . 0.1 . . . . . . . . . . . . . . . . . . . 52 -LN FT 8 't Pvc - 3.0 3 4. . . . . . . . . . . . . . . . . 46.. L' 0 ....... ........ .......... 64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LN PT . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . 62 . . . . . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 601 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' * . * * ' ' * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 ........ ................. ................... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... ............................. 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ............................................ 52 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ 11 1 "M, SCALE: 20 SYSTEM PROFI -- LE 71-1 = 2-01 Oil III = 101 Oil L A, / �Z"�v ,4 _O�Llip A)egf- mom M, (D .S cy) LJJ LO - CD 100 ::_- N W 000 G) 0') 0 (D (D (D Cf) <> U) C0 W r r) A P RC) C) 00 CD Ln P4 0 �D E-1 01 4 0 ril� U 0 t--j rT1 8/19/98 REVISION 10/8/98 C .2 I IF (fo A-)- 3--d �' 6V�41-Ala-7- -S-7-7 �)g .2 7 S- F �iLE 02 ,J-. --T 13 T, cz I,-'- 7�5 la" jr,-7 C1210 FROF05EP 6-UNIT 2 9 a 7 6 4 I I _j f 28.00' UTILITY EA,9EMENT 54, DETENTION 4" PI 501-11) Li STEM WATER LINE TANK LOCKED POWER LINE 5EE DETAIL 5HT 2 KIM EL 69. T-RUP761-T I 0 546 WALNUT FIRE -HYDRANT NOTE: 51DEWALK, Cupo & GUTTER TO f3E IN51"�CTEP DY CITY ENGINEER. 9EMOVE AND REPLACE A5 REiRUIREP C6 111.20 LNYT 12" FVC C69 (5. MARK ON 5TREET 4KING .00, LNur 5rREEI `��—x- i s t in g �B#2 �IM: 77. c IIE: 74.4-1-- if 10 INV CONNECT 1)OWN5POUj!5 IT12 f RRRU N ;R i , '. l, �! RM Aml; 2" yg A .......... R 'w LIJ Q) :z Lij LL m LLI u- LIJ (S) z (S) LIJ EXT RUPED CURD 0 ALL LAND5CAPE Y.Y(7 v R�X AREA5: PAINT YELLOW - 5TENCIL .;.E 'kit c 4, 'M "NO PAKRING" ;z A .t -2w Rli,;�. 0 1, S15 SAA f" NkiB _ g!4 5TENCIL FAINT RED "FIRE LANE" IN I . . . . . lug 520 P�t M'., —A 57 Z'7 moor Tqg �,ip sm AN, 01 K, iq 45 m ta :,-, 1g, . Am.:, Pkc I t.- : 1" = 20100' 46.1 LN FV\12" FVGCa (5-05% Existi \ a g \ \ CB#1 EX. CB#A RIM: 67\�E \RIM: 63.48 1E \I -Et--,.— - &&-. -S 8 1 N - - 7-- 7 //IE: 60.65 I�EW SWOA�IA16 oul-ly APPROVED EX. CB M: 67 . la�' c c c c CD (y) Ln Q4 m 0 W H �D 01 P� u 8/19/-( REVIS- 10/8/-, . . I . . I . � .. . i . . t I . . :, :� -. I .. I , . . - � -.-..- _ � - - . I ;.. I I I i. . . I . . . ______ � ...... .. . . � - _._______ --.--. --.--.-.- - . � . . . � . . . - I . _ . .. , . . . .. � � : � . I . . I . . . - . . :.. . I I � 11 , " - ..; . . . . . . . I . '. ;1 . � I I , 4� I . . . ., . . .. V� I . . , I Z. I � � I I. . - . . . . .� , . I . . . � I . 1. . � .1 � I !. 1. . ... I . . I I � t . . . . . . I . ". . . .. . %. - " . . . I . . . . - . . . I . . � I . I - . � I � � I . . ;. . . I . . , . .� � . . . I . ... 1 . 1. . . A . . � . . . % . I I ;-, . .. . . . , . . . . .% . � . . __,,--.'� ,..--,-- . . . . � I, I . . �____ �. . . . � I .,.�, : '_ .. . ...� " N-------" I . .. I I . . . I , � - ". . I . . . . . . I , . . I . .. .. . .- I I . - . .. I .. . I . '4 . . � .... . . . .ENEFIGY D"ATA . " * ;.. � . ;"., . i . I . . -* .. . �%'. 4 . . GENERAL NOTES I _._� ZE �, '. - . . . . . . . � �N I '11�_ . . � .., . Peskn Complies with 1997 Washington State Energy Code Washington State Ventilation and kxW Bit W81KY . Provide continuous handreft on each side of all stairs.. At least am : 4 Cc � . , . 1.. r :,�, . 1"I , : . . . .. .1 .. I ... . , . . ''... . � . .�. k Dealo Complies with 1997 UBC Section i 3i 2.1 I . for ventilation wIN be provided by a Mechanical Contractor handrall "ll extend Irl ft direction of the stair nm not We than 12" . . . of- � W 00 � 1�1 � ,? .111 .. 1. I . . - � , .. �. . !" �: . . . � . , . . I .� i . beyond top dow and 24" beyond the bottom r1W. Ends shall return -to . = ON �� 1 . ALL CONSTRUCTION SHALL COMPLY WITH THE 4"4 UNIFORM BUILDING CODE, WASHINGTON STATE REGULATIONS FOR I . .y I :' ' * � . ,. . .. . . � . . 1, . - r . ' I �., . I ... . . I . . . . . � r_ 0 - t . BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDINANCES, AND ,J61. - The garage ventilation system shall c6m a I . . 50 CFM min. fan required in an bathrooms and Wxxky room* per .afions. - . - P" � ,ply with Ch pler 12 of the 1997 UBC I OPTION: VI wait. See flo,or PWA for loc .., STANDARDS. . . I . w . � . . .. I - .1 . .1 . . 0 � . . . -0 . � 1� .1 V � . ., I . . . . . I I E 1: - . . � I I ... , . I I ., I I 1. .. . . � . VIAG 302.2. 1. See electrical Plans lot bWion$ - � It - . . . -- . . � . I I . . Z MCI l4nt I 1 1997 UBC s' t , , * A � . Provide attic ventilation per UBC 1505-3. . . W 0 � .; , be' ;Climate Zone 1 - '. . :: I � ' 0 !�' 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE ARCHITECT OF ANY AND I/ 62. The sprinkler syst shall , we . tandard 9-1 - A 'Dry System",shall be �," � ; . . I ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. . . installed. IN .TPTP .T VIU4144P . - The t'ninimum . F4 . . , " � .. * . . . I I .: ! I ,Heal. Source Offices - gas calling height of cdIrrldors " be I feall. See Section �;. ... i � . . .. i I .: * .. . .� .� I : . �, � . VP., . . . a .. . ! .. . .. . .. . . ; . 1, I . . . � 4: .. :. .. .,A; - * .�. � ,I.. .. , I � : I .. I .. . .: .1 'Heat Source Condorninkuns - gas . D. Shoot A8 for 60A typical OWN ht Provide UL label % hour glazing within tan feet of tell U &.4 0 ., � a ." , , r .. I . . . . . A. -, 3. ALL ITEMS MARKED 'N.I.C." ARE NOT PART OF THIS CONTRACT: I ' "' : ' I - , : 11 - U _� _� . I . 63. A two-hour H a i esisfive eeetlianey qePAFa1L,_ - I!" Ag 'Art. 1h . exit enclosure walls, where applicable. I ; .. . a- I.a.;, h;" A— 441", I . W OD Z .1 . , - -.. ..... -W._____ � I % . . .. . . . 1k 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN 11 - nanctruG119A All ape I., . Wo Gh cwo- � �Glazlng Allowed Condominiums - 25% . Provide garage mechanical ventilation per UBC i 202.2.7. . 11 - I I ... .. wow U��;&amwy-,ha-A%-a��- ; = �_r �� DIRECTIONS. . I . and one halli hew fiFe pfeleellewfal,14 - '' * . . I . 1. . . . a Provide seismic straps on each hoil water W* Sets noor plane for Provide I %" die. . �. . I . . .., . . . I . . . . . painted steel harvkails continutous at both %t OE4 CC - . I I ALL ,,' . � . �1!5�� - 15 � [...Ow. � Glazing Provided Condominiums - 18% locations of H.W.T. . skies of exterior entrance ramp, per WAC. I 106.8.5. so" 0.4 <t . 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND 1i - . I . I . Y DISCREPANCIES. . I . . . . . I . I . . . . � . . ) L- --e. �: I . I . I . � I I . � ( ,� INTERIQR LIGHTING OU12GE : Provide safety glazing within 24" we of all doom Provide blocking in walls of toilet roome, for future grab bar Installation. IM . � , 64. An automatic and manual fire alarm system shall be provided per UBC 310.10. . . . , , 6. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OF STUD, OR FACE OF FOUNDATION WALL UNLESS OTHERWISE �k I . . . . - Exterior 0.5 w1s.f. ! . I - I NOTED. 1. . I . . . . I .. . .. I 0 �: V) �i - . Provide F A t stops ae'required par U80 M. . AN door hardware shall be lover type per WAC I 1 06.3. 1. 15 , . \ 65. "the garage shall discharge to' an apprioved oil "'parator and Sewer per the plumbing code section . . . - I . . .. . I MUM= ZS = R .. J. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANYPART OF THE WORK, THE DETAILS SHALL BE THE SAME : . 311.2.3.1. 1 . . i . . AS FOR OTHER SIMILAR WORK. . i .. I . . . I I Walls: R-21 Provide We dampers In to mechanical ducting penetrations or fire. Install a standard 9-i & 9-2 sprinkler system per UBC W4.1.3. - . I .11 . ' 11 .. . . . - . . . . .1 i .Floor R-30 resistive consliruction as reqjlred by the Uniform Mach. Code. I . I (j t-i (D . I I . in 2 j 0, WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO -, 66. The shaft walls shall be complete and without a breach In the wall membranes for framing. . Ceiling allorile-slory men: R-50 � . ' . i tj . I . . AS MANYSUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. ! . Window type Q shall be constructed of safety glazing. . : Doors: U 0.60 . I Provide hoist way ver" per UBC 3004. " . F-14 M " . , 1. . . . I . t I : I W I . - � . 9. THE CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS* WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. l I � I., I . I . . .. I Vedk-Al Glazing: U 0.50 I Ef <� I Z I -ess Id s : . . ! � . .. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT -niE ARCHITECTS 67. An exit sign shall '--a pfevided-st-aff-ap,plicable locations lb, gidde level eg, n. Exit I Skylghis: U 1.25 Provide oll separatoft at this garage 0= Oalne, par UBC 706. ; . . WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS -illumination shall alsol-be-provided at 4hese 4eeatleins- ; [ . � ! I , � I ,. . � :5rrp 00.0w I .1 Condos: I . . . . FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. i I � . ! Provide exitlemerga I I . . . : . I . . Walls R-1 9 . .xy lightling as required per code. See eiscuiew I I ' . I 10 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR . 68. All fire doors at stair enclosures shall meet a one -hour fire -rated assembly per the 1997 UBC. L. plane for locations. 11. . .t,� ; NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF . . I . ... I . I . . . I .1 . 11 1. . � . . . . . Floor. +"sound bait . . I ,I Nt;� + UTILITIES OR OTHER PROPERTY DAMAGESIBY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. . 69. The hills shown h ' Ceift: R-30 Q sloped. R-,M a not Provide a smoke detector kif each bedroom and hanway outside . a s all be fire sa,ted construction. Door and assembly construction shall comply Doors: U 0.40 li � . . I . .. I . I . 11. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE . with UBC Section 1007.6.1, 1004.3-4.3.1 and 1004.3.4.3.2.1. The doors shall provide a 20 minute . Glazing: U 0.50 . . bedrooms. Sea electrical Ows for lo,01110011`111111. I ;_ . - . ; . . NOTED IN THE PLANS AND SPECIFICATIONS. I smoke and draft label marked as 'S". . . I � . . i Skylights: U 1.25 5,10 0 . i I . . I I I . I . . . I I . I ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL I . . . �. . . I . I . I I . . . . . : 12. * * . WAUmUT S'REET I �. I TIMES. 70. *HMei ior cc), i to no, i area coi , Ida, doo, s hall -be voith a 20.;nhrute U.t. fina-ioling label, hallIBS10 �__. -----------.---- - --.----- ----.-- ... . . ------- - ...__.___.__.__ _�= - � "�--:��-7:'T!�.:-�--�:"-77'- ..��---_ ' ! . -, - Zq I - f-:� .� I _F ( - --�:[,;, 1'.1, c,:)! * . il 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT � be OR- '-at* "Fe fele,%4-asseffdAy-(Staw&imdewfnenHmi�,doe levato, encl sure doors � . 1. . . . ____1 'D I PF_ WAL-K " C_ 0 N C_ F F_ TIF-) i � � . i, C,�,T-,",.! tt _e ..:_r-.yl� ( � I I � ALL TIMES. . .. . . shall be a 1 �j-hom-srnoke-and-fi, a-, ate . alragelews slall 1811110119SU Oul Sl 1211 be a- . I . . - 14., );.: .., . 1* ____�, �� i . . . � I ___k_ .-.. __ 0 __ - . __...__.______ - - .... . .__ . ......- .. .--.. -..-..---..-.-.---.-.--�-....--.--. ------.----. . ______.__...____.__._ . T.`, . . . , ; 11 . +Mrlhoutsmoke-afid fire,rated -assembly - Ali building -exterior e"s door -hardware s flallow !, I I ! ''. " 14.. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX'AND SHALL NOT BE USED BY ANY WORKMEN, ALL CONSTRUCTION SETS I ' . . . : I . "kV-W4hGUtth"&$-Gf-8P,�140�-OF-6p"al*nw"fte. _Srp 15 � Zl' t'?KIVE AI�DL-F- . ,;I P:F, I.. I I,* ,,, . I I . SHALL REFLECTTHE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR , . . . .. 'F�pW ! - "Ir (, 1,:::, I _l,�-, .,io V74�> f I)= j+Yj7r_,11,rj'r I., . . .--- I i I k " -)I ". 1,: SHALL ALSO MAINTAIN IN COOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISION ADDENDA AND CHANGE ORDERS . , () . I . .1 I., -fll- C,p , "1:, . . : � _,� - r4, / A I I . ON TTiE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPER INTENDENT. '% 71. Exit hardware shall be provided for door 101 and 107 which meets UBC Section 1003.�. 1.8. (T- r_i6..A_ t I .,� 'L-� l .. . . c- 0 � . ff) .� . . . . - 17\� ll/) ,� I d3 0 �f 0 0 () : . . . I . . 0- . 0__ / / G1 a-- C- 2 - __ - - � 3- 0- ; /",� �l I ! aper shall meet UBC standard 14-1. 1 ___�._ - � __ - I - __ - --- - -11 - / i, -.\ - ! . 11 I ,_ - - - , - - � - ,� ,\, I I . - - - I . � AND UNTIL THE JOB IS COMPLETED. � I . . . . 5 . . . , _� i � - . ., / .. � : _� - -_ - - I ,�, I "\� I . - - - / - i- . ." 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE WHILETHE JOB IS IN PROGRESS I 1 72. Building p cl 7-- -r- . . ., . . . I - [-_-�- I ,�,_, ,2, 1 , . i, 1 -.; : i ---A , - - C / al- / �., - '� l ��,2-,Jll� A .� I I <. .1 . , 11 / . .1, �_ I r I I ( � I e �,,l I I I �,\ ^)' ,� . 16. ALL WORK SHALL 13E GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPI ETION, UNLESS OTHERWISE SPECIFIED, AND . 1. 73. Masonry ties shall be Installed per UB.0 S . - I \ . , �_". I , 71 , I ; i __1 I .� (I - - I .1".1 0 If . k: I � . . .. action 1403.6.4.2. 1 % �/ - -: .,:,, 1��)i . - I i I : f� I I � I I I it -ill i - 0, . N. I � V. � SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPARES, CORRECTIONS, k I . . . .% - I . � \ \ . . --- /,". .-.-. rl.��, �� A . �4vtA_ 4. �_I) �Wl - i� i I , .. . DISCREPANCIES, ETC., MUST BE MATE WITHOUT ANY AODITIONAL COST TOT THE OWNER, AND WITHIN FIVE (5) DAYS AFTER . .. : I I el r, . , � t 'I 4,,!. ' I I " ! '' I I , )4 I . . J . .. I 01 'W� - � .. I, \ I . .1 t ; ,�l .- I ( , I. I . . NOTICE IS GIVEN. ; s Too I . I . . I - I r ,_ . , I I - 0 .., . I . % 74. A T" clas* f covering shall be Installed in accordance with 1997 UBG Section 1503 and Table , 1-1 I / C� I %, 15' 0 11 I . 7 .. . . ; I I \ I / I / I . I - .1. . , I 5-A. . t�� - - %.-- . ,�- Z� I " I ; 1 4 % too I I . . , / ,i,.� _-jz, ,`.� . � . I I /, .A:<:_E"ff fiT , :� 17. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYONDIIIE PROPERTY BOUNDARY LINES BY I . . I .. I . 1. : I'll I I 1% I "I I-- . - I . I / '� . F%" --..',` ., . . t . THER CAUSES. IN ADDITION, THE i . . . . I . \ \ . ..� . ..... . ill I I . .". ) I . I I .. I I 0�, �. . REASON OF NOISE, STEAM, ODOR, FUMES, GASSES, SMOKE, VIBRATION, HAZARD OR 0 . . I I I I - .Ir , . I I q1 1. . '_ I :. . ! . � . CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES, OR VIBRATION. ( 75. Safety glazing shall be provided in window types 0'and S and at, door type #3 In accordance with % I cl I \ / _ .- I . � . f, ; .4. � -_ I I A-1, / 1'( P-1 f _ . . � � c� I , 1 " / . I I I ., ;,, ,, , 19 5_�_�- I k I - . . I - .. I . ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS, AND CONSTRUCTION MATERIALS AT ALL , UBC Section 2406.4. 1 � . . . i __e I 'Ili /� ! - ", . I I L�1_ �__"." ., - I, --- 1. . 1�. I TIMES. . % .. I I . � 11 k � \ \ I -1 �_. 1. _,O�V_ � I I I I -- - -.1 .;_ I �_ . - - / I , � . . . . : I !a ...,_ / I I I , ".. . � . " , . I . . � \ / �_ . . . -, 1. \ , I !,. . I I . I I " ,'- - I -I I . / . , . - I � el . I .1 . . " ( i8. LATHING, PLASTER, GYPSUM BOARD, AND EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL 1 76- The exterior plaster system shall meet UBG Section 2508. � __,___ \ 1. I . a I I . ,I I.. k �) �� I I. / ./ .. - . 1. . I , ____�_.� ------I. - ,:� 'I f 4, , . . � - I 1 4 /� I __ - .- . - - - __ - _�_ .- .. � I - - . - . ! � . INTERSECTIONS. . tq 10M-1 I I . . . I . I . I . !; \ N I - ... - I . - .-T ... / /' -1 - .- _. .- , _ - .--- _ ..� - . -I - __ - __ - -1 I I I- - _.- %__ � I . - __ .- - j .1 , __ 11 - '. .. % / I I / I / 1_1 ; " . 19. ' ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER-64 OF THE +994 U.B.C. AND THE U.S. PRODUCT SAFETY COMMISSION: 77. I Roof and overflow drains shall be.ilzed and located so as, to comply with UBC Section I 506. . I / . / I � � I I 1. . . SAFFTY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426; 16 CFR PART 1201). . I � . .1. . . \ ,\,-- =,ET?-;,A6K� . .- / le I � ! . 1. . . . . I -_ / �� -1 I I I- - _/ - - - - - - - - I I � . . / . ,. I . I I N -, t "', �! " -, 5-4- 1 / ' 14 . . , . 78. Draft stops shall be located In the attid so as to meet the standards established in UBC Section I : \ III i"A__" / / I r, r'. TI/ " 1 103,5 .) '. / CA �': �. 20. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW I I . ',�, 9t)-- / -,., �:: I , 11 . . , � � 7083.1.2.1. ' � . .i III - I / I � I > I /(�L I - I, - MANUFACTURERS. : . . . I I , � _I---- . I < � - - . *N\ , . �, � W f _. - . . . . . . S 11 cj()" I i I I \ / I �P' I �j ) "� � l " .�.,/ F_�. "' b ot I . '.. .. . �, . I . ... . I - - I \ I I . . I i . " N &..4 . , � I I. 21. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. , 79. Fire extinguisher cabinets shall meet the locdI fire district Ordinances. I N - I I ;.l*,=, I ,,,, . -,ll / �1, ;11 I 1% I . . - ..:. I I . I 11 -t / , _ -,. - -, -Z.- I I """', 4 . *� .� ;� I � . � . . . . � \ . .� I . I / I � .. � , . I , . . I -, , .1 0 t - 22. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT - t . I . 1. . . .:",:. .., .� I I I mw . . , - .'' " \ I .." , 1'.. .. I . . . .; ,� , . I . I I 1-1 -1,11 M#:j> - _\ I - _71- . I I . . I '. . . �. .: �:-_ - - - - � - - - -f r . .. ' ' . . I �Ir Al / - C - - IF. I I I . ", - % ,1101.A ' � ' - ' . I I . . . . 1__kZ(_�FL_j-___ . :: , - _- ____ - - �Ir L') - ! . I - :: - - \ . I A,.-, 4 1; LOCATION SHOOLD BEVERIFIED! * I 1,11111 1'� 8 0. Ali fire rated construction asiie' m bhe§ shall comply With UBC Section 708.3.1.1.2. . I \ e�l i I - � I . . I . 11__� - - _. .- - - - - _. - - _'. I- - -.\ / __ . ; I I � 41 � i , r - -_ -, I -� . ill, 23. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE +66+U.S.C. CHAPTER 33. . . ', . I . . I I 1L_._ -TT!r--__1;�, �_ I � .. H - - . I I . . I � . + I . . ) I ; . I I / - ...E�_..��_, 'I I -1 I .--. I I #I �. 10- 6 L, , I 81. The beams shown on sheet S-3 and S-4 shall be fire protected as per UBC Section 704.2.6. 1 1 i I I I 1A \ / I . e� I 24. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. I . . I --- . -_ .. -_ _ -.--. __ -_ _ - -_ _ - _... I I I I �, . I . ; . . . . w. I I_ r- - I- ,- . -_ I ! . I . ..", Ili* � I . ( I I MARSHALL. CONTRACTOR TO SUPPLY FIRE .1 i. tr%^ ^--I--- If!'nA A '7^^ A �^. � A 1� I . 1 25., FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATION(S) WITH FIRE 82. AN stmidaid columns 9 pretePt"I .... . v. 1, w-t.&. I ; I .- I I /I � �, I CA 9 + - Ila Iii e Iply V .- I I �!. EXTINGUISHERS AND CABINETS, AS REQUIRED. and Table 6 . . . . I _'�1 . . I . I / I.' k . A- t* P is-rvc> W i I I I , - -_ - - . - -_ -_ _ -_ -_ � -_ -_ I_ - I � . � i 1. .,q 11 I I / 1, , , N I I . - __ __ - __ __ - - - , ;;,,. - , I I/ I . I .. ___ - . .A.--!-- I . I F' rIV/ E'- , 4, I _5 L F_ ') '_ - - - Wypum_ - ,_ !4 - - - - .. .. . . / �� 1. . . 26. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS -OCCUPANCY EXCEPT AS PROVIDFD IN N.F.P . �, . _____ _ � ___._ I - , -I i I I /I I - . . I ___�_ - . i / / � 'i I . . URREUT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 83. AN through penetration and'membrane fire stop devices to meet UBC standards 74 and 7-5, . 4 * 11 STANDARD 30 AND THE C . . .. . .. . I . i ! I I I I / I It I :. . . .. I . I . ; I , THAT . . . ; .; I . � I . 0 ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES : Section 709.7. . I . . - . I I I I I I ;4 r_�__ . I . . . 1. " . I I I I ( '; i . 1 27. . ALL DRAPES, HANGINGS, CURTAINS, DROPS, AN MAUE MATERIAL, OR SHALL BE . . I � I . . . . : . . I Iv . WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NOWFLAM ' . . . I . �. . 1. . . ' I � I . I I I.,. f . � , , I FLAME RETARDANT SOLUTION OR A PROCESS ' 84. Penetrations allowed Into the ceiling'membtane shall 6onforrn to meet the exceptions 1.2, and, 3 of 11 i /, I I I I . o 0 , �,! I TREATED AND MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A � . I I I 11 / - i , .� . - . APPROVED BY THE COUNTY FIRE MARSHALL. PROVIDE A CERTIFICATION TO THIS EFFECT. . . . UBC, Section 710.3. ' . � I i I/ I ; I i I .-e I � r'l I :,.� TINGUISHER LOCATION SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY : � I I .- . . . . � . . . I 11-1 I 1-T F A I i . : � ". I A. EXIT DOORS, EXIT LIGHTS, AND FIRE EX ... 1 1 . I / ) . . W .� DECORATIVE MATERIAL. . . . I 4111. .� ,,� . OF THE 1994 U,B.C. `,� 85. Vents and pipes In walls are to have annular space filled around the pipe or vent at each floor i I I 65 . I I / / 1- I � B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER TABLE 42-B ! � I I / I : I __I .� . I � q & I : . . . ! I I I 1, I , .. ION 4704, STANDARD 47-18, FOR , Plate In accordance with UBC, Section 711.3. . � . I I I I I`_1 � 28. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER U.B.C. SECT ; � I a � . .I,., , _ l,iw-', .�,.: EARTHQUAKE ZONE 111. I � . ... . I . I I : I I . I I f I . : ;.If,. '. . i C41) 1 1 I., . 86. All penetrations Into any occupancy separation%. or corridors, shall contain ducting.'flre and smok H I TWO zl*_ 1 88, -0" � � , I . jge r)�.-! --4 ! : 1". . - ,.;�, 4 1 � �, ! i, on 713. 1 0 and 713.1 1. . . .... --.-. - .--.-- _..___.__ -.----- . . .1 - -4 , ,.;:r W.t.." ALL SPRINKLER HEADS IN THE OFFICE AREA SHALL BE ADJUSTED AS REQUIRED TO PROVIDE FOR EXISTING CEILING. % dampers as per UBC, Sectl' I !___ I - � _ - __.. - _ - . __ . - __ - � - . .- - - - --- ------- - - . _. I. .---- __ I � 29. 1 ) ,� '. . � I W-P�y ; I � I'--- -I---- .----.-- " -1 I - ; k ftL.._j 30. THE LIVE LOADS FOR EACH FLOOR, OR PART THEREOF, OF A COMMERCIAL OR INDUSTRIAL BUILDING WHICH HAVE BEEN ? .1 .. . . I . . ! , I . I I \ � , /' __11% � � - ER INTHAT PART OF EACH STORY i /1' I - - -1 I \ \ I �, ") �. DESIGNED, SHALL HAVE SUCH DESIGNED LIVE LOADS CONSPICUOUSLY POSTED BY THE OWN i 87. Accessibility to dumpsters, recycling areas and mail boxes shall meet reach ranges established In - � . " I - , -- - - - - , I I .. . If, IN WHICH THEY APPLY USING DURABLE METAL SIGNS, AND IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES UBC, Section 1108.2 and 1103.1.8.1. 1 . . I ` I I 1. I I I \ 11 .. * BELOW THE ALLOWABLE LIMITS: � I / f \ I... I ., -0 � . I -HE OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTIJAL LOAD . I I I .\ i I I � . \ I . . I _.. _. I � 11�_ �.. $ " I . . I I I 8_7 I I I I I I \ � .\ , +_ I . - ---. !.. 31. SOUND INSULATE ALL PLUMBING AND DEMISING WALLS. ./ 88. The distance between handrails located In stairway S3, T3, and F22 shall comply with UBC, I I/ I I I \ .. . 2 . 1, .. . -)( �t , . (; I � -c - I i V I ") . . .�_, . � t�)L] I L_Pilt� &I F �1 Nt ! 7q, O" 1 ANDARD FINISHES. ( Section 1104.2.3. . I . I . I I . 1 41 -)TPT I I \1. � I - . . 32. ALL MATERIALS, DETAILS, AND FINISHES TO BE EQUAL WITH BUILDING ST "I . . . `1 / . � : . I . i. � . / - ll - _. . .. � _. . � _. - - - _ - .- ----! , �o) I 8 q _L�,. F- I I I A, "", I ^ . : I ' I .1 - . , I----.-- _____ _.. - -_ --- -4. I ., .! / 0-9 :- 33. ALL DOORS TO BE T- O'x BUILDING STANDARD UNLESS NOTED OTHERWISE. \ , 89. A general handicapped sign shall be provided al'all handicapped parking spaces per UBC, Section //// : . 1. , -�f .- - �'..I j� ��.. I � I I , I !!,If'. ,'��? k,. . .- � I .: ... i . , , , .:: .. . . I I V , ;:) � ; I 1 07.3 (mounted on the wall and painted on the asphalt). . . : / I . ".. I .. r .1 :."t, I i . 7; -X- IN ALL ONE HOUR FIRE RATED LOCATIONS. . .. I ., . ; . ., :o� .1 ; .. . . 5/6 * G.W.B. TO BE TYPE , . � . I �... �. .. I 1. . 1. . . , - .., -1: � � I 'I I ! " "k I . 34. 1 * . : . , I : . -,� .. :,* . . ;- .. -11'.... I . . . I I * , I I I 1 0 C * , , , . . . .. . : �:-:i..' . - . ; .. . I � . I � I I . �- � " ,,, / I I I - , 1� . I . " 11 - �, " I I I - . I . .� - ,. .: . , I :, ,-, I S SHALL HAVE A DOOR CLOSURE WHICH MATCHES BUILDING STANDARD, SMOKE GASKET SET, AND ,,, . . . . .. .; .. 1. .. . .11... . � . " . I . .1 . 1k ; 4-;�41��'Jzjl, _. .:'O.!�'�:7-,, 1 . 35. ALL ONE-HOUIR DOOR WNER. � � � 90. Door hardware throughout lall,common areas shall be operable with wrist or ann . I I �, ." I I �_' � . I., - ,�. . " - I I I I . . I i- . ^00. r"I., THRESHOLD *PEMKO"#236A OR D. CONTRACTOR TO VERIFY COLOR WITH 0 I . . 1) - . I... _ - - - . --,t,-" l. ",.I ",r' � �, � I / i (A wikA �� .- - - - - - I r _. , - - ,- . .. , I , pressure as per ILIBC, Section 1166.3 aind per General Note #70. , I- _ - - I " I '. I ., - I I I W . - . . .. I . _. . . , I I . �' I I '. 36. CONTRACTOR TO VERIFY ALL KEYING WITH OWNER. . . I . I � - . I . 'N , , " , o I - U. - I ; .. I 1. LP % 11 �, P �. -, I :1 . �. . I . N - � - �, ,. I'. " ; .. r I : , - I I .. I .1 . . . . . t I , . .�f , . . . I I I 1," / I %. . ) . I . AL PERMITS. . . . . 11 \ / lt)�&"� KrTAIHIN�q . . .- ,` , � . : CONTRACTOR S14ALL PROVIDE MECHANICAL, PLUMBING, AND ELECTRIC . I LAALU- \ rr,\(."_---, �._-`IL_, F\lf ;A ,� I 11 � I . 37. . F.. I I I 1. � , " T. I *1 * .... . _. I., ,.,. I op 5. 11 \ I I '( .. %, . . 4 -k , , 38. ELECTRICAL CONTRACTOR TO PROVIDE BLANK PLATES FOR ALL TELEPHONE OUTLETS. . f I . I . \ , '.. - ! I . . I L. I . . , � -�, c-) r � t;.,I.. ��, i� ;-, .. � I I � 1 . I -L_ I I, 1,- I" .;� I U . .� � . I I 39., CONTRACTOR SHALL VERIFY WITH GOVERNING JURISDICTION LOCATION OF AND TYPE OF EXIT SIGNAGE. CONTRACTOR TO . . - 1� L,�\ .1 I , I C_/Vi�- H I�A -'51 N I I I �,''. �_i sunllq " %.w I 11 * � .. PROVIDE AND INSTALL EXIT SIGNAGE. . . .11. -.... 1 ... % I I _fc-1. (::�(_ 11 -rc:4-1 F-?., I_ I t,l r;� I.- -_ - - - - - - - - - - - . . tq C-4 11 . . I ...�.. . _. I . , . /' - - .7- i 11-1 - I W I., 7) ;4 t- I -1 " .�. I _." " I.... � .. . '. .,_ .... , ` .. ..� "" , , ... � . % I IDLA�, I . . / of , o �4 �; = U) :, ' C fir AREAS. a- I / .. . - � .�-;-` .. . . . -, _____--11' i" _F_- - - -, �, A�V,> H5, wc"LA�-�,-, e5r- 0" / ! 1. ,�rj FAP�: AT- 40. UNLESS OTHERWISE NOTED, RECESSES AND PROJECTIONS RECIEVE THE SAME FINISH AS ADJA E , ,. .. I ,-_____1.." " . (I � . I 1. . . .. � I I . . . I = 6 . . I . I ^O .. 41. REFER TO FLOOR PLAN(S), REFLECTED CEILING PLAN, OR INTERIOR ELEVATIONS FOR EXTENT OF FINISH WH 63. A two-hour fire -resistive occupancy separation shall not be of less than two-hour fire- ,/ I I 6 . . I = "m cs, [Z I I . �, I I . . I . . �; ; f � 11 ONE FINISH IS SCHEDULED FOR FLOORS, CEILINGS, OR WALLS. . I I I I "'11-II"..., - I" M A I Q M -rF,�Y 6W �-, . EN MORE THAN I I ;h resistive construction. All openings In such separation shall be protected by fire . i ; . tl-t . 4 �. . � I - I I rl.A F� I'-., I �rl f * '. . . -half-hour fire -protection rating. See additional notes o 0, I L_ \ 11 . .- R . . LS CENTERED UNDER DOORS UNLESS OTHERWISE NOTED. assembly having a one- and one I n rE , , -11(�jil c,�11-'rr;'Ir- I , = Cn < "�t ,". . 42. LOCATE CHANGE OF FLOOR FINISH MATERIA . I I I I . . . . ) 11 I PLIHF51 �F - � 'I, (f: z- r- f,,t.' r' ,A(2 - C_ f5, 5�-,!::� . . ... . . .1 . � I . . . " � sheet All, A7, &AS. - . . - .. - . . �.. . ,�, . . �� I. . . ! Fi'E1A1tj1Ncj, i-iAl.l.. / %�. - .1 .. . I , . , . I %.,.. I t _ I.. � .. I .. . .1 1. .1. I I.. I . . - . . . �. �. I , . I ': ': . . . . N / I rA, 50 C.F.M. MINIMUM FAN REQUIRED IN ALL BATHROOMS AND LAUNDRY ROOMS PER V.I.A.Q. 302.2.1. . . . I., � . 't �'. . .. .. I :1 . . . . . .. :� I I I \ \ . M� 43. 1 :- �m ., '. . ... . � . . . . . . I : 'I-, .'I . � I I . I I I V-,;/ -i , !,j ") ") I-/, F ,,--- rALE % , r�4 Z �: � .. , . SEE ELECTRICAL PLANS FOR LOCATIONS.. 67. An exit sign shall be provided at all applicable locations for grade levellagress I . I . - -_ . . . 'i * l.k ) Z, , I . . . . . 'a "NOT - ... - _.�I I I ', I I , " , 'A k�', :. 44. THE MINIMUM CEILING HEIGHT OF CORRIDORS SHALL BE 7 FEET. SEE BUILDING SECTIONS AND Identification. Exit illumination shall also be provided at these locations., Provid , I- ,/,.. . 6 . � --"\ - I. I . .., � . : . q I / I I 11 , .... . - I ;Z4 ;. M_ PLAN NOTATION FOR ACTUAL, TYPICAL CEILING HEIGHT. . AN EXIr.1 sign at stair door lea'ding'to the garage. . . I . %, . . 4, . .�..tl . .. � t . I � 1, ...-i W* C� U . �� it, , - . . i - *e " - � , , , �:,- . - '.. " - . . � . . � , , 74;:! - .;,� ... . . . 1. I .. . . , I : ,I 1_:� .. : ; 1. j...'.. . . . � ., I e . ;.I . � , .-�,. -, , :. �. !-,4- - I, I '' I - , ^.O OIN I I 'Yol; , *All Inter or common ar . a . a d , %, I-- � . . . , . " , - - _`-6Md_'____ ` . 6"It' 'Withal20thidute'U. --fire Mt g . , I � , 0-4 >_ - . I PROVIDE GARAGE MECHANICAL VENTILATION PER U.B.C. 1202.2.7. . I '' ... .1 I , ; , , '. L. , � ." � in ''Ubihla�",- , - I --- . k � 45. . 1. . I or doors i . .� �'; � ./, "",, -_ ,_ I 11 I k IC)3.ql I � 1. �! . - I . . . I All el' . . qZ --� I % -A . r- .0t Z U) . 46. PROVIDE SEISMIC STRAPS ON EACH 40T WATER TANK. SEE FLOOR PLANS FOR LOCATIONS OF HOT ", frames to be one -hour fire -rated assembly (s.Wrs and apartment unit doors). evator / I \ I - - , I I 04 C) I I -1 - . . I . -(Of. . /' . IN - , ;..d Y - t / -rated assembly. Stair enclosure door to, /. !... , 01ok % v, WATER TANKS. . - enclosure dbors shall be a I% hour smoke and fire . � / . /0 0 i " 0 .1, I/ . . . . I 1L__ I . t - - -� ;, U) .. .,- . --- --- --- - I . . .11 I � r . shall be a I% hour smoke and fire-ratedassembly..- All building exterior egress do ) , R . I -, Wm *j -A . 47. PROVIDE SAFETY GLAZING WITHIN 24' ARC OF ALL DOORS. ' .�� . . . .. ,.,� . d lk�n . . � I ,-DETT�,A(:�l-'N I -----, r 9 A= I I k rz .. : � .. -:*.. . . - - - .- - - � - I .. - _. _. __ . . . _ . A .. - ..- - - -I_ ... - _ . __ - - - - 4__ \_ .- -Y -___ / _. _.. __ .- I - __ .. ---,r.... . -, - -k- -1-, . . .. hardware shilt allow exitin w qf 14A splaciat 9W dgo.i,. �, ,.",, _ � .1 _. .. - -_ - V, __I - -_ -_ -_ I I t� 0_0 te . , 1,10 - - ��r- -_ -_ - - -_ - I = !� . . . . .: . .. .. . .... I I I . : - !�:, . "I / I , % , ,: �;., .�;.....",. '.- ,."V11"'�j! .. , � �.,, 1.,_�,, ..... - - " .1. - I I I .. ��.::_..,2.,��`�-�,:,.��"� . . / . . I I . I 11 t -_ -.--- . 'BY I ...r _.- - -l::1':M.'1 - I . . .. . . ;1 . � , .'! .o�-, : . i. I � 1, ; - - - � -,:�""� ; ., I �.. �� ..�. I ,''.. %_ I.a L.1 I , I / " - - E:T-F A k PLANNING ;;) . --% R :1. PROVIDE F. 9 T. STOPS AS REQUIRED PER U.B.C. 7114. .�_, .1 .� : , , :..j., .-1..;.;.1,1.,.._.: I I .1, I . .1 � I �. ---L --. > -,, .(�_. . , PPROVP - '. 40. � . . ,. : . / / % ". H.�� \ \ I -I- 11 �. I I .. I . . , I` ,�;. . . 82. - All standard columns shall be fire protected to corriply with UBC Sections 601.4, - � . / / / \ II k I CON-e. ___1 11 -,. . . . . , , ". ,Is;), " . I I .__I� = '"'V*" r N -It - !, , .- I -FIRE DAMPERS IN THE MECHANICAL- DUCTING PENETRATIONS-eF-FIRE RESISTIVE -- - I . . / I \ k \ % `I I ri,\k * - 1\ � I . I I I WN14 %.;o 1�. . 49. PROVIDE . � 703A, 704.2.1 and Table 6-A. MM systems corp, Economy comer gaurd system, I I I e, / - I . � CONSTRUCTION AS REQUIRED BY THE UNIFORM MECHANICAL CODE. . 1 tainiess steel comer guards. � . . I . . I I \ \, . ----------A- � .I . 11 . . � . . / / I k k % \ k I I .1 I - . � ! I . s . . . � . . . . . . . � e-. I , I \ . \ 'k k I " I!, 1 50. PROVIDE HOIST WAY VENTING PER U.B.C. 3004. ., . . I I. 15 -t- / / I \ % \ \ I ___Ij, -I � ", I . I . . . I I I (I., I I / I I \ I \ \ .. \ I 'O" . I � . \ . 1. . 11 I I . I . 51. PROVIDE OIL SEPARATORS AT -THE GARAGE FLOOR DRAINS, PER U.P.C. 708. . I i 1, I _\,�,� / / / . I \ . I \ \ k .. . �7 I _1/ B Y : ,��., --- ) X'� � � /'*"D�RAWN I - " . , I . I . I / I \ % / -,-. . -_ . . - . ,.. / / - . . 1 __7�-�__ -_ - .- 4-� - -k- -- � It �, , . DE. SEE ELECTRICAL PLANS FOR ( _.� '5�V-1� !�H��-T' A6 FC)F, /,r/1r'-',,-r��kjA,1.. 1�js;::,,', 'I.. ,:I?- 01 / I I t _),,__�\ 1�p I D: 01. 52. PROVIDE EXITIEMERGENCY LIGHTING AS REQUIRED PER CO . " -, \ ._� . , - S� I I APPROVE .. 1;1 / / \I \ ,----%,,- <' --- L I . " I LOCATIONS. & ) 11 . . I / - %k \ I / ___/__N__ I __�' \ \ . I k' . . I / ,_ t- . I --.-- t, / -_ o; . , . � I \ I . \ I RENMIONS: I I I . . 53. PROVIDE A SMOKE DETECTOR IN EACH BEDROOM AND HALLWAY OUTSIDE BEDROOMS. SEE . I . / \ \�� I \ / I t k t ',,.- - I " .- t, Ill., �I I . .1i ELECTRICAL PLANS FOR LOCATIONS. .. .------- - - - _____ -----. __.___________-�__. - - - .. - - . ___ - I/ e__ I I- .- - - __ Affl_� i ,A � "'' - ... .,. . - .__��_ -.---------- - * - ___ - 1. � - 1. ` -, u-) _19� r- 01- 0 -:. ., r\j . - 1. - / I *t- Pr �%�� . k �, i�k P� Ill -,! . ro 01- ,p C . �', . 54. PROVIDE CONTINUOUS HANDRAILS ON EACH SIDE OF ALL STAIRS. AT LEAST ONE HANDRAIL SHALL I ( 91. A H IVMAl" I e _-)F;'F4..AK1-9ri f-�,Y-5�1.rrl ANP KI F)� 0 I I I'T_ I',- 01- . 01- �3 0 .z�0(17 30 I . I N NOT LESS THAN 12' BEYOND TOP RISER AND 24- , � ,- �A.e r ..2.,od EXTEND IN THE DIRECTION OF THE STAIR RU � ) 6y1.!�_P_rr111*(r1*_rH F31rpo�t, P�je � �., [,'�E> Ho!�'T' I' ,)__4 . BEYOND THE BOTTOM RISER. ENDS SHALL RETURN TO WALL. SEE FLOOR PLANS FOR LOCATIONS. ", I el k) ,.�. rF�j F - .j I /I - . . . I . DATE: � I i I ,. .Z7 ' C., I :t . . . f --------I � . , . . *;� M I Ir 5 H C2 1 R F,A W I �� 5- 'rP ,rHr , ��--;Hc*R;�5> �\ - I SITE PLAN I I r 1 1�55. PROVIDE ATTIC VENTILATION PER U.B.C. 1505.3. . . ::�, W t . V . � 11, ------------------- - - . SCALE: ll� ,A P F Ko\,/A � r F?.,, I 0 K .,rp i . � i;.. K I K � M l6 F�� H ikill rc� Fle I ... . � . . - 56. PROVIDE U.L. LABEL 314 HOUR GLAZING WITHIN TEN FEET OF ALL EXIT ENCLOSURE WALLS, WHERE ( I . . I ^N 1/1511:::11011 .z _N 11-/ I. APPLICABLE. . 4 I ANY I KiSr"'A [�'Al'i pH 0 . '�_ k"i . . . . - SHEET: �1 - 57. PROVIDE 1 112" DIAMETER PAINTED STEEL HANDRAILS CONTINUOUS AT BOTH SIOES OF EXTERIOR ' . It . I , ..., ..../ 103.4 EXIST. ELEV. A),Oub I` ' ENTRANCE RAMP, PER W.A.C. I 1106.8.5. i .I--- .....'. A � . . , _.. . ..- . , \__ "il I 1. �.,` . .� , , " I .1 - . '. :, . RUIEDINA i I 'I., ".I. , � , "..,.. � .. ., . It , ,. . � - bi I ./ k ,,� .1., , �, , %, .. .. ___ - -,-, �__�__Zl tl - - , ", )_ . I I : /_L\1� 1 4744 �_ � I- - �_, / - w 1_1�1m,_A �� ' % 11 I , , ''. - - , �i .. - � i� . 58. PROVIDE BLOCKING IN WALLS OF TOILET ROOMS FOR FUTURE GRAB BAR INSTALLATION. ' I '.11 , ,- ..Ill ". I- -*" .1 I (�� - . i- I 1 ; I . I - %,_.," '-_ _., . . . . �` , , � - - - 9 01 EXIST. GRADE . OCT 3 0 1998 . P I I . 1 59. ALL DOOR HARDWARE SHALL BE LEVER TYPE PER W.A.C. 1106.3.1. . . S I 1� . I. . - - - . 101 . I . .. 1. I �; ! t. . . 60. INSTALL A STANDARD 9-1 & 9-2 SPRINKLER SYSTEM PER U.B.C. 904.i.3. . . . . - . . \l'- I .1 �tlll� . . � !�, 1, .L � � � . �Ai. .. I . . . � . . . � . - — I . — — V I a PROVIDE TRENCH PRAIN IF FIN15HEI) FLOOR LEVEL OF GARAGE 15 E3ELOW DRIVEWAY, 13 12 �10 5 Fr�7 0 FROF'05EL) 6-UNIT < ;b oz F� z PARKING DRAIN TO 5ANITARY 5EWER Lu 6234.75 ft� A C) cz 9 8 7 6 4 3 co LZ M, DDGV A55EM5LY 5Y FIRE PROTECTION. CONTRACTOR SAME A5 T.r 546 WALNUT 5TREET - — -- — -- — -- 2 sss. UTILITY EA5EMENT a'�15 rl N DUENTUN 5OLID LIE) 4" 1) 1 TANK LOCKED Q, WATER LINE KIM EL 69, POWER LINE 5EE DETAIL OHT 2 IE 64,31 F,� lrm,V—AU,—LT,—,.- 9 54ro WALNUT 4- --26 \pomE5TIC WATER ME, �00, 18, NOTE: OIDEWALK, CUR13 & GLITTER TO 13E IN5Ff—CTEL) 13Y CITY ENGINEER. �EIVIOVE AND REPLACE A5 REQUIREP 20.00' ,\Existing B#2 M: 77.93 4.45 20,00' 1 \ 18,001 MARK ON 5TREET 4KI r.s�ov 1 14uo rs 5EPERATE AL WALNUT - TAP 2" __.aLZL_WATFR I -IN EXPIRES 12/23/ .......... woo—, /CONNIHCT DOWN5FOUiE3 9.501 Lu z Lij LL Lu u- . . . . . . . . . . . . . . NNE ;!pp- < —1 N-f V, i z ILI (S) EXTRUDE[) CUR13 0 ALL-LAND5CAPE X LLJ AREAS: PAINT YELLOW - 5TENCIL "NO PARKI NG" 0 R. PAINI RED - 15TENCIL "FIRE LANE" /5ANITARY 5EWER INVERT 9 PL = 62.60 EX15TING 5ANITARY 5EWER ro" CERAMIC 46.1 LN FV\12" FVG@ b.05010 Exis 9 CB#1 EX15TING 6" EX. CB#A RIM: 67. 5ANITARY \RIM: 63.48 IIE: 64.05 \IE- 60.88 IN -ii:.-W-.G5--NEW-OU r E G�l C\l uJ u') > co 0 C\l E r-- = T- Q co CD C) -1--a 0 < cz a) U) z Lij co U) 00 Lu uj rr cn 10 cu 0 r`r 0c) Lu m 0 < < cr) Lo Cf) U-1 D n Z C2) 0 rr < C.) 75; 00 J. uj 8/19/98 REVISIONS: 10/8/98 11/18/98 12/2/98 SCALE: 1 11 = 10. 00' TANK TOP VIEW 1. All work and materials shall be Im accordance with City of Edmonds Standards anti Specifications. and Washington State Department of Transportation 1991 5tamdard Specifications for road, brlioe and municipal construction. 2. Temporary croolomleedimentatiom control measures shall be Implemented prior to any oradine or extensive land clearing. There facilities shall be satisfactorily maintained until construction is completed and the potential for erosion is minimal. 3. All pipe shall be placed on stable earth, or if in the opinion of the City Engineer, the existing foundation Is unsatisfactory, then the unsuitable material shall be excavated and the void barkfilled with a free draining granular material, free of debris and clay. STORM SYSTEM 4. All grater (inlet and catch basin) 5hall,�c depressed 0.1 foot below pavement grade. All catch barimr, to be type I unless otherwise noted. The contractor shall be responsibIc for adjusting all manhole, inlet, and catch basin framer, and grater, to oradejust, prior to pouring of curbs and paving. Allcatchbaoinswitha depth over 5 feet to the flowline shall be a Type 11 C[3. All structures located outside of the right-of-way shall have locking lids. Catch basin frame and grate shall be Olympic Foundry part No. 5M 50G, Herringbone pattern; part; No. SM 52, thru-curb inlet: part, No. 5m 44, rolled curb type; or other approved equal; or as otherMse called for on the plans. 5. Stormwater retention/detention facilities must be constructed and maintained In accordance with City of Edmonds requirements. 6. All road fills shall be compacted to a minimum of 95% of maximum density when tested using the modified Proctor test. Compaction shall be accomplished in accordance with Section 2-03.3(14)C, Method D or C. 7. If cut and fill slopes exceed a maximum of one foot horizontal to two feet vertical, a rock or concrete retaining wall will be required. 8. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be reopome!We for verifying the location of all existing utilities whether shown or mot. The contractor shall call the Utility Locator Service, 1-4300-424-5555, two working Jaye prior to any construction. 9. The contractor shall take all necessary precautions for the safety of employees on the project, and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. He shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warning against known or umuoual hazards; and he shall designate a responsible member of his organization on the construction site whose duty shall be the prevention of accidents. 10. The contractor shall be responsible for maintaining and repairing asphalt and gravel surfaces disturbed as a result of this construction until they are accepted by the Public Works Department Of the city. TEMPORARY IEROSION/SEDIMENTATION CONTROL NOTES 1. Maintain natural vegetation for slit control where possible. 2. Temporary erosion sedimentation control facilities shall be constructed by placing siltation control filters around swalas (natural or mammade) arid shall be maintained In a satisfactory condition until such time that land clearing andlor construction of permanent drainage facilities are completed and operatiomol. Facilities shall then be removed and the site rertorM to the original or final design condition. 3. As construction progresses and expected seasonal conditions dictate, more siltation control facilities may be required to Insure complete siltation control of this property. Therefore, during the course of construction, It shall be the obligation of the contractor to address any mew conditions that may be created by his activities and to provide additional facilities. as may be needed. E67C Minimum Requirement - 5tablization of Exposed Areas. All roils exposed by land dieturbime activities shall be otaliblized by suitable application of BMPr,, includime, but not limited to,00d hydroacedine. or other vegetation, plasitic covering, or mulching. All BMPr, shall be selected, designed and maintained im accordance with the Manual. The exposed rolls shall be stabilized according to an approved timetalbe. (Typically, mo eoilr, shall remain exposed for more than two (2) days from October 1 through April 30 and n&-more than seven (7) days from May 1 through September 30) .C]"ONSTRUC-nON SEQUENCE 1. TEMPORARY EROSION CONTROL IN5TALLED 2. TEMPORARY ROAD/APPROACH 3. EXCAVATION 4. DRAINAGE5Y5TEM &5ANITARY5EWER IN5TALLED 5. FOUNDATION 6 . DRIVEWAY STREET DRIVEWAY DETAIL FIN15H GRADE PROP05ED 699 CU131C FOOT DETENTION TANK 25.00' LADDER 6" MIN COVER PVC 3034 6599 CU FT. rREINF. CONC. -") DETENTION TANK (FORM IN PLACE) 5LOFE 130TTOM @.05% > DETENTION TANK SECTION 11,42 1 1-0 It NOTICE: DENNIS M. BURCE, P.E. TO MONITOR INSTALLATION FILTER OF SHORING 2.00' 10.00, 715" WA,5P,!FD GRAVEL 24"X24"X72" ECOLOGY E3L6CK (TYP) ro 1 COMPACTED TFREE DRAINING FILL LOCKING LI 1) 1.25" DIA. ORIFICE EL =66.95 8" FVC 3034 TO STOPM 5EWEF IE 64.51 #4 REDAR (9 8" EACH WAY RIGHT 13END INTO WALL �J A 4- RE5AR '12" HORIZ 12" VERT F .625 " DIA. ORIFICE 1E = 62.55 T A PJ C 0 N S T OR4 loin C T 1 00 N DETAIL 1/2 1.00' 2X2 OF OR BETTER 363" Q - - - 2" DU RY FILTER f ADRIC 7-' BURY BOTTOM OF FILTER IN GRAVEL-I-NED TRENCH FABRIC IN TRENCH FILTER FENCE DETAIL NO SCALE 2X2 OF W - 0" OR BETTER 4" U FILTER FABRIC Z'- 4�' TOP OF SWALE QUARRY . . . 5PALLS SHORING DETAIL -j % UNO LEVEL 13A5E STAGOR 1 Off'' 11 4111 "A 0919161 RAIAK -NUT "1111191 TANK CONTROL STRUCTURE RIM: 69.40 IE: 6134 (SEE D TAI',,,THI,S SHTI CALL 48 HOURS BEFORE YOU DIG 1 -800-424-555 5 7 70 0, '1", '�/4' olc-'t� 7,1/ .4, 41- 1 11"0' cl�-' OS4�"�S/"N so;'�' '8 4 -0s R=25'MIN. 12" MIN. 4" - 8" QUARRY!5PAI-5 PROVIDE FULL WIDTH OF INGRE55/ EGRE55 AREA Existing C13#1 TYPE 1 RIM: 67.89 IE: 64.05 I'd =1 J1 11 :1 A I EX. C8 #A TYPE 1 RIM: 63.48 IE: 60.88 1/4�'= 1.00' .. ........ ......... ..... - * - - 4 1 . . I i . . . . . . : . . . . . . . . . . . . . . . . . . . . .................. ........ 70 ........ I ................. I . . . .. .. . . . . . . . . . . . . . . . .. 68 ........ . . . . . . . . . . . . . . . . . .... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETENTION'TANK j . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 66 ....... . . . . . . . . . . . . . . . . . . t5 64 ............ . . . . . . ....... ... . ..... ............ . . . . . . 521N *FT 8" PVC 8034 4.5 ------- ..... . . . . . . 62 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e';0 '-- ' '- -- 1 0 ................... V, 12. P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - @ 60 . . . . . . . . . . . . . . . . . . . . . . 19A'N'IT'AR'Y. 5EW/'. . -, ' "' !� I - .. . . . . . . . . . . . . . .05 5& . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . CRO55ING . . . . . . ... . . ............ .............................................. .. ............... 56 . . . . . . . . . . . e ............ . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .................................................. * ' :611-1- : : . ............ .e -4 ............. 52 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 1 20' - 0" HRE ill 10'- 0" VEF C\j C: LJ ",I- LO (0 % 0 N 0 C0 00) 4- 0 < C/) > < 111 00 00 1[111- --)o 0i Cc CO < < In CO Lo 0 0 rr < 0 < 5 o n 1 W 8/19/98 REVISIONS: 10/8/98 11/18/98 IP/P/PR Appleo�l-et c—lvte---5 (�Omew,'D&- 6- ,q f--Z 7 �-