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323 3RD AVE N.PDF111111111111 4878 323 3RD AVE N Th,m ray oj CA A Water Service Drawing EASEMENT NO - ----- ...... .......................... NEW CONSTRUCTION G�r' REPAIRS F- j LID NO . .................. . ASMT. NO . .................. OWNER.................................. .......................... .................................. CONTRACTOR ...... T3AC��-.V4-0.e� JOB ADDRESS .32-3 ........ 3.Rb .... A\I.(= No ................. iEGAL DESCRIPTION: LOT NO . ......................... ........ --- BLOCK NO. -- ..... ...... ................. PWW-0001-1 1175 (REV.1 1178) ......................................................................................................... — ......... NAMEOF ADDITION ............................................................................ RD Approved:PAR—, I AL G 4-154 - AVE. No. C5� 93��.Bylll--Iel . ..... ... ... .................... DATE AUG ... U. 890 - 199- Sr CITY OF- EDMONDS 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (Z06) 771-Q220 - FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works - Planning e Parks and Recreation e Engineering - June15,1994 Doug Herman Blueprint Homes 617 Dayton St., Suite 9 Edmonds, WA 98020 F/QCAURA M. HALL MAYOR P'ec- J, 44 V 16 ly'94 k4flio ofor. - RE: 8 Unit Complex at 323-325 3rd Ave N- Variance to City Development Code for installation of Electrical Utilities(File ED52) Dear Mr. Herman: 'I have reviewed your request for the subject variance and discussed the topic and alternatives with city staff members. Chapter 18.05 of the Community Development Code, regarding utility wires, is explicit that electrical distribution to new developments must be underground. In addition, placement of pad mounted transformers must have ADB approval on the aesthetics. Staff has reviewed the alternatives you have considered and concur with your conclusions that these are not feasible. Because of the clearances required for pad mounted transformers and the impact to servicing neighbors (according to PUD), the close proximity of the new fire hydrant, other utilities, the retaining wall you have planned and no other feasible alternatives, I hereby grant.you this one-time variance to Chapter 18.05 of the Community Development Code. By granting you this one-time variance to the Development Code, you may direct PUD to install an additional pole mounted transformer on the existing pole on 3rd Ave. as shown on the sketch provided by PUD. t Please be advised that future development plans submitted for City review will be required to show the location of pad mounted transformers so that these can be evaluated appropriately. ff you have any questions call Lyle Chrisman at 771-0220 ext 324. Sincerely, Paul Mar Director cc: .-/John Bissell, Associate Planner Lyle Chrisman, Engineering Inspector * Incorporated August 11, 1890 o. City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. Issue Date: — A. Address or Vi cinity of Construction: �23 3 Ave N 9420356 9 0 1 9 C� B. Type of Work (be specific): Install new Service C. Contractor: —Washington Natural Gas Compan Mailing Address: 815 mercer Street, -Seattle !hk- QA1 14 State License #: D. Building Permit # (if applicable): Contact: Frank swan Phone: 224-2278 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. [J Commercial E] Subdivision El City Project S Utility (PUD, GTE, WNG, CABLE, WATER) F1 Multi -Family E] Single Family F] Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut: 0 Yes [NNo G. Size of Cut: x H., - Chargq�_$ APPLICANTTO READ AND S N INDEMNITY. Applicant understands and by his signature to this application, agrees to hold 'ty ofEdmonds luirrn&j�-�qnjtf��damagcs, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made a t the City of Edmond ror any of its dcpartments or employees, including or not limited to the defense ofany legal proceedings including defense costs, and attorney fees by reason ofgranting thispermit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMA TED RESTORA TIO WILL BE HELD UNTIL T EF N41, �TREET PATCH UANCF C ) IS COMPLETED B Y CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WIIJ BEPRi k'F3,1RFD FOR ISS �APA4ANT. Construction drawing of proposed work required 'with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved -.material prior to the end of the working day; u NO EXCEPTIONS. Ihave read the above statements and understand thepermit requirements andthepink copyof thepermit willbe available on site at all�jj� for inspection purposes. Signature: Date: JUNE 15 , 1994 (Contractor or Afg-veontilt CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY:, RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER Z %PMf DAYS DISRUPTION FEE/FUND Ill: SPECIAL CONDITIONS: AAA RESTORATION FEE: 7 .,PERMIT FEE: TOTAL FEE: COMMENTS: RECEIPT FEE: DATE: ISSUED, BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Nv. 1991 FIELD INSPECTION NOTES Comments: Diagram.: CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) 11 YES El NO Date: Date: ,c I Addendum to Of Edmonds U- I ... Rlght--O:r W"Icatic's, Permit'Appi Aubmltted by: ��TCHELL S.-LANKFOELD Enginebring Aide Washington Naturaj Gas 972-'2�> # .'-521-*5246 > 1.-!N'G to window CyW 'JA�ain depth u*nknown gas 3nain Key: -w- water -g- gas -ss- sewer -a- watex hydr"t 0 . watc. -.- valve, 813 -Acrccr St. (I r). P:.A 18"9)- SCAW':, WA 5 q) 1] %1206) 6-22---767 Addend= to -PItY Of FAmonds Rlght of Permit APPI -Pub.initted by: ��TCHELL S.-LANKFORD Enginebring Aide Washington Natural Gas :372--2- :2- # .'-521-'5246 Z�,z Iij 0 NG to window MW n depth n",o�wr� gas Inain Iz M�� -w- water g- gas -ss- sewer -e- watex hydrant watc.�: Valve, 815 ,,Icrcct St. (I -'.). 1.:,A 18,w). Scaw,:. WA S q) 11 (206) 6-22- 7767 Addendum to City of Edmonds Right �o "Way rait, I Application -SUb.Mitted by.- P��TCHELL S.-LANKFORD Enginebring Aide Washington NatUra,l Gas Ij # -� -521-'5246 V 0 A 1.-!N'G to window W n depth Cul: n� o w �n� i -1 --------------- 4A--" gas main Key: -w- water -9- gas -ss- sewer -9- watex hyclraMt C) . watc. -.- VaIv e* 813 maca St. (I r). )::,,, 18"9), ScAltl--, WA S 1111 (206) 6-27- -767 I vCamsn F it of Edmonds RIght of way Addendum to Permit Applicafion -Sub.mitted by.* P��TCHELL S.-LANKFORD Engineering Aide Washington Natural Gas # .' '521-'5246 A�,l A-f G !NG to window W ain depth CuMn 0 w �n gas main Key: -w- water gas -ss- sewer watex hydrant 0 . watc. --- valve �4cTccr St. (Y WA S q) 11 (206) 622- -767 815 CITY OF EDMONDS USE ZONE PERMIT NUMBER sw; CONSTRUCTION PERMIT APPLICATION JOB SUIT&APT # AVUKtbb siv q OWNER NAME:NAME OF BUSINESS LEGAL DESMIPTION CHECK SUBDIVISION NO. LID NO, Lu Z 0 MAILING ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0 CITY ZIP TELEPHONE NUMBER 771,53103 EXISTING REQUIRED DEDICATION PROPOS I ED RW Permit Required 13 Street Use Permit Req'd 13 Inspection Required 0 Sidewalk Required 13 cc NAME ))A bZ&F-Al ZAr-rA) METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YESO NO 0 W ATD—RESS REMARKS W W Z CITY ZIP 4 I&ew6 L� TELEPHONE NUMBER 7� a Z NAME Rv? )I-:.- It tie ADDRESS /zv -7 ENGINEERING MEMO DATED REVIEWED BY LO) 2 LN tLIA CITY ZIP TELEPHONE NUMBER FIRE REVIEW DBY MEMO DATED W cc Z 8 STATE LICENSE NUMBER EXPIRATIOY DATE U. SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMPL ETE ADB NO. Legal Description of Property - include all easempnts 2 1EXEMPT EXP SHORELINE# — V VARIANCE OR CU PLANNING REVIEW BY DATE a2Aq4- W _j 4 0 uj' SETBACKS — FEET FRONT SIDE REAR HEIGHT LOT COVERAGE Z Z Z Property Tax Account Parcel No. REMARKS PLUM BING NEW RESIDENTIAL PLUMBING' ADDITION COMMERCIAL MECHANICAL 1� I_EMo'cDEL El APT. BLDG. El SIGN CHECKED BY TYPE O��NSTR E OCCUPANT GROU V w2 Mm FENCE CYOS. I— x _FT) REPAIR _ X _ FT) 0 E ui WOODSTOVE SWIMPOOL DEMOLISH INSERT HOT TUB/SPA EGARAGE RETAINING WALL/ .] CARPORT ROCKERY RENEWAL SPECIAL INSPECTOR JAREA REQUIRED C3 YES OCCUPANT LOAD REMARKS PROGRESS INSPECTIONS PER UBC 305 Z (TYPE ��USINWS OR ACTIVITY) EXPLAIN: NUMBER NUMBER OF CRITICAL itr_-XeY&:6 19V-. 0 OF DWELLING AREAS ci) 0 TORIES UNITS___ NUMBERIS-7/ DESCRIBE WORK To BE 0 C PLOT PLAN) FINAL INSPECTION REQUIRED L4 ��C LIS -51-0 VALUATION FEE j PLAN CHECK FEE 75 A) (A -7 BUILDING HEAT SOURCE: LAZING % PLUMBING Plan Check No. MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONL7 Any construction on the public domain (curbs, sidewpiks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Peffnit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and in successors in interest, agrees to indemnify, defend and hold 20 m cc 0 harmless the City. of Edmo d Wast�iM r) n, of employees, and agents fro-M"" t"d i I "I S ir, of r, th whatever nature, arising dire 1r, I ce of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance 1 nor limit In any way the City's ability to enforce any ordinance provision." PLAN CHECK DEPOSIT TOTAL AMOUNT DUE S) 1pry I I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. sl 0 ER OR AGENT) DATESIGNED DEPARTMENT TURE I COATE CITY OF EDMONDS CALL FOR AELEA 01 DATE ATTENTION INSPECTION F, 2VIA t ) __/� IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE '�, /.�. '4 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW pector U A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 CITY'OF EDMONDS USE PERMIT ZONE 9402S6 CONSTRUCTION PERMIT APPLICATION NUMBER joB SUITEiAPT # OWNER NAME'NAMEOF BUSINESS, ADDRESS LEGAL DES N CHECKI SUBDIVISION NO. LID NO C. uj Z MAILING ADDRESS 0 x �V4)1nm) 4-1 Uff ZIP TF-LLFHONE,NUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP RW Approved 13 Permit Required EXISTING REOUIRED DEDICATION 7 "71 �N _ Street 00 Inspection Use Permit Req'd C3 Required I NAME PROPOSED Sidewalk Required [3 cc W METEP-SIZE Of LI IZE NO. OF FIXTURES PAV RE DRIESS Z.- I JUIRED i NO 13 4tjAk ^6:- REMARKS Z cc <_ Cj TY ZIP TELEPHONE NUMBER v. 6, whel-1,14 W I R& �AME -7 (VI-4 Z a Z W J5 -",I Z:) 06po cc 0 ADDRESS 7 A4)l S, 7- ENGINEERING MEMO DATED RPIEWEDBY jr CITY ZIP TELEPHONE NUMBER Z 0 Ep,�OAZ_< 51P)07o FIRE MEMO DATED,;,, STATE LICENSE NUMBER EXPIRATION DATE SIGN AREA SEPA REVIEW ADB-NQ. Legal Descriptron of Property - include all easements ALLOWED PROPOSED COMPLETE — q��117 1EXEMPT SHOREyNE# Z. 2 Z4, F A//A_ 0 VARIANCE OR CU ;�WMNG REVIEW BY- DATE W 9�3 0� Lu _j < 32 703— I.—OZ-2— OWS A- SETBACKS — EFT HEIGHT_]Lor:co 1 3 Z 0 Luj 27 Property FRONT/�,� SIDE REAR Z Tax Account REMARKS ParcelNo. NEW RESIDENTIAL PLUMBING MECHANICAL ADDITION EIREMODEL COMMERCIAL N41— APT. BLDG. El Jecr "403D_302' SIGN ?GR D 6V jQ 1:1 FENCE 7— S. AIR X !FT) V& EIREPqA CHECKED'BUI bI '77 TYPE OF CONSTRUCTION CODE (?) OCCUPANT GROUP 794. 00 STOVE SWIMPOOL 07 0 M; SPECIAL INSPECTOR JAREA OCCUPANT D LISH NSERT 1:1 7-- F I HOT TUB/SPA REQUIRED LOA D GARAGE RETAINING WALL/ RENEWAL YE REMARKS CARPORT ROCKERY IZ (TYPE OF USE;-BLJSINESS OR ACTIYJTY) EX�ellA)N: N PROGRESS INSPECTId S PER UBC 305 Z rn CRITICAL X16414 /0?4PC /?cf/ I/.IV/A M11494 W-W_ W 0 00 NUMBER OF STORIES NUMBER OF DWELLING UNITS AREAS W2-. NUMBER 1;2 -- &V,.* .4c.'1g,44Fe, p 4E. Mat (r F&h F 0 � j 4 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED Av-as74r 6�-A,3rib_V_T, .1' Ile) VALUATION FEE FEE FEE /23�� 214020 j HEAT SOURCE: GLAZIN % PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. . GRADINGIFILL Any construction on the public domain (curbs, sidewelks, driveways', marquees, etc.) will require separate pernrift9n. STATESURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE 'r"r- "Applicant, on behalf of his or her spouse, heirs, assigns an*N SPECTION FEE u) successors I n interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington,;,.'its officials, 2 employees, and agents from any and all clai ITIS damages of < jtor whatever nature, arising directly or indirectly from the Issuance of 'this permit. Issuance of this permit shall not be deerhed to PLAN CHECj*qP0SIT 0 modify, waive,or reduce any requirement of any city ordinanc. nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." 40 I hereby acknowledge that I have read this application; that t;e ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and In doing the work authoriz- AUTHORIZES THE signed by the Building Officia I or his/her ed thereby, no person will be employed In violation of the Labor Code of. the State of Washington relating to Workmen's Compensa- ONLY WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. I TUREj WN OR AGENT) DATE SIGNED DEPARTMENT CITY OF G TURE DATE EDMONDS gir- CALL FOR fRE W71 DATE �w ATTt—NTION INSPECTION MAC J 4-eRo - 9ZL I IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC .CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 /,44� ;zc �10 RECEIVED MAR 3 1 1994 PERMIT COUNTER C W101W FO/A/r A�-L,Er C, rz STREET FILE COPY, ORIGINAL ON. F ' ILE OUNTY AUDITOWS C D STREET6-PILE WE ao OFFICE NOTIFICATIO14 OF LOT AGGREGATION WHEREAS, lots 4 and 5, Block A, Central Addition. Edmonds, Washington,,according to the unrecorded plat thereof; WHEREAS, the owners of said lots have applied -for a building vermIt to erect a structure across the Internal lot line between said lots, violating required side ard set backs established by y City ordinance; and WHEREAS, the owners desire to aggregate said lots' -Into one building lot In order to remove side yard set backs and receive a. building permil; the u1nders NOW, 'THEREFORE, igned property -owners., as the owners of lots 4 and 5, Block A, Central Addl.tion, Edmonds, Washlngtoq , do hereby aggregate said lots Into a single building parcel-. This notif IcAtion Is being recorded in order to. conf Irm the aggregation so that a building permit may be Issued by the City of Edmonds to 'construct a building across sai d1l ot , 11.nes, �without the , llnpoei t Ion or recuirehient of normal setbacks along the common borde r of the lots. The City will apply setbacks�to the newly 'aggregated . lot only: along the perimeter of the. newly �aqgregated lot In accordance Vilth. current ordi.nance. By. this notification, the.owners bind themselves,.their success.ors.'helre and as I 91gns to treat lots 4 and as one lot.and to-commi ' t to !,esubdivision of the lots In accordance with vrovisions of, law and ordinance prior to any future sale of less than the entire newly created parcel. DONE'.THIS day of 1994. PROPERTY OWNERS: .BLUEPRINT HOMES INC. o1 a Herman ug! eii �eri�� Ix C) C-1 cc n LLJ cc c2iLAJ mc� � AUTHORIZED FMAECORDIft comw 0 F MONDS By PAG OF-2— . � 10 STATIF OF WASFINGTOli I ) (.:OtjN*rY OF SNOHOMISH) 0�1 ti!jq (jay pp!-solially ariveared before ine DOUGLAS J. HERMAN, !-.1-1 lite. knowl! to be t!je pj%e91deht of BLUEPRINT HOMES, INC., at -id wi ' 10, '(Alr- withIn and foregollig Instrument, and acknowledged tile. alne as !119 f , !-ee at-jd voluntary act and deed, lj,�,pq Alit] rim-Liuses therein luelitiulled. GIVEY Ulictfel, Illy hand and. official sea3 tl ___day of 19 94. C v ar VOTARY PUBLIC and for the State of Wash 11 t0h, at mx PAG Ck A J-% CITY OF EDMONDS USE ZONE PERMIT NUMBER 93"14- CONSTRUCTION PERMIT APPLICATION joa ADDRESS 3/7 3)rd SUITEAPT VC /*V # OWNER NAME �NAME OF BUSINESS 8�,f l,�-r- V—e 1A,0, LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO cr uJ Z 0 cc MKiLING ADDRESS 7 '10A) ::V1 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP, EXISTING — REQUIRED DEDICATION TESCIP Approved 0 RW Permit Required 0 Street Use Permit Req'd 0 Inspection Required C3 Sidewalk Required 0 CrTy ZIP 01 TELEPHONE NUMBER 7 -71 R 9 NAME UUJ METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES C3 NO 0 W w w ADDRESS REMARKS Z0000, CITY ZIP PHONE NUMBER NAME Cr 0 ADDRESS ENGINEERING MEMO DATED REVIEWED BY cr CITY ZIP JELEPHONE NUMBER FIRE MEMO DATED REVIEWED BY Lu cc Z 0 STATE LICENSE NUMBER EXPIRATION DATE —56,OT-� n-�& f) 0 p ) —,::� C/ SIGN AREA SEPA REVIEW ADB NO. --;t I I ALLOWED PROPOSED PLETE EXEMPT SHORELINE N Z Legal Description of Property - include all easements 4 A- A cr U 0 41 m AJ VARIANCE OR CU PLANNING REVIEW BY DATE W Z Z SETBACKS — FEET 17iiTHT FRONT SIDE REAR LOT COVERAGE Property Tax Account REMARKS Parcel No. R7 NEW 6W RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL E] REMODEL APT. BLDG. El SIGN CHECKED BY TYPE OF CONSTRUCTION ICODE OCCUPANT GROUP GRADING FENCE EPAIR CYOS. x _FT) 0 WOODSTOVE SWIMPOOL DEMOLISH INSERT HOT TUB/SPA GARAGE r7 RETAINING WALL/ CARPORT L_J ROCKERY RENEWAL SPECIAL INSPECTOR REQUIRED AREA OCCU;ANT LOAD REMARKS PROGRESS INSPECTIONS PER UBC 305 (TYPE FUSE�SINESS R ACTIVITY) EXPLAIN: W 0 U) 0 NUMBER OF STORIES NUMBER OF DWELLING UNITS 0/ve_ CRITICAL AREAS INUMBER DESCRIBE WORK To 'BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED I VALUATION FEE PLAN CHE K FEE BUILDING HEAT SOURCE: GLAZING % JLJ R.- FV41rlr.E I NU: Plan Check No. MECHANICAL GRADINGiFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, 31dewfilks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days .. STORM DRAINAGE FEE - ENO. INSPECTION FEE in "Applicant, on behalf of his or her spouse, heirs, assigns and successors -in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT 0 x modify, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE 2.5 /7 1 provision." 1 hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or th.e duly ATTENTION APPLICATION APPRO VAL, authorized agent of the owner. I agree to comply with, city and THIS PERMIT state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. . Si N.AftRF.IOWNEF OR AGFNT) SIGNED DEPARTMENT OFFICIAL'S SIGNATURE DrE -CITY OF EDMONDS CALL FOR ;kECEAtjVY: DATE till"ITION ATTE-1-4 INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 _U CITY OF EDMONDS USE PERMIT ZONE NUMBER CONSTRUCTION PERMIT APPLICATION, JOB SUITE,APT # ADDRESS fivc /V OWNER NAME NAME OF BUSINESS &M,�5 LEGAL DESCRIPTION CHECK SUBDIVISION NO LID NO W Z o MAMLING ADDRESS 7 bf YI-M PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP RW EXISTING REQUIRED DEDICATION — Street Approved 0 Permit Required 0 Use Permit Req'd 0 CITY ZIP 47 TELEPHONE NUMBER Iawawo)5 InsPection Sidewalk Required 0 Required 0 �cc NAME 0 0C < METER SIZE LINE SIZE NO. OF FIXTURES PRV REOUIRED YES 0 NO 0 Lu ADDRESS MARKS Z cc Lu LU Z CITY ZIP 7EPHONE NUMBER Z W NAME cc 0 ADDRESS ENGINEERING MEMO DATED REVIEWED BY CC CITY ZIP TELEPHONE NUMBER FIRE MEMO DATED REVIEWED BY ul Lr Z 8 1 1 STATE LICENSE NUMBER EXPIRATION DATE SIGN AREA ALLOWE -PROPOSED SEPARE IEW COMPLETE .1EXEMPT ADS NO. SHORELI NE# Legal Desdription of Property - include all easementp Eip' 'VARIANCE OR Cu PLANNING REVIEW By DATE _j _1 :SETBACKS FEET . F RONT SIDE REAR HT LOT COVERAGE Z Z < Property Tax Account REMARKS _j CL Parcel No. NEW 1100d RiSIDE"N'riAil. 'PLUMBING E] ADDITION MERCIAL MEC ANICAL APT. BLDG. Si EIREMODEL GNI�1_ CHECKED BY . TYPE OF CONSTRUCTION ICODE I &M 0 5 70 q1 OCCUPANT GROUP PR FENCE� - AP!N F PAIR F.T)� WOODSTOVE- SWIM POOL OCZLISH FTINSE . FIT"," 'HOT,TUB�SPA',, GARAGE R&AINI . NG*ALL/�r SPECIAL INSPECTOR JAREA REOUIRED YES OCCUPANT LOAD REMARKS PROGRESS INSPECTIONS PER UBC 305 Z 0 W 0 1:1 CA ET ROCKE RY,' RENEWAL (TYPE F USEeSINESS R ACTIVITY) EXPLAIN: eA NUMBER OF NUMBER OF DWELLING,',, CRIT16AL AREAS STORIES UNITS 'qr NUMBER DESCRIBE WORK, TO BE DONE (AT AC.H;�Ltor,PLAN),, 'FiNi L INS A PECTION REQUIRED VALUATION FEE 'PLAN CHECK FiE . HEAT SOURCE: GLAZING 1/0' BUILDING. PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private proper ONLY— ly I� Any construction on the public domain (curbs, sidelpIkS, tar=r 6. driveways, marquees, etc.) will require separate permissio 3 146k�`HhG Permit Application: 180 Days Permit Limit: 1 Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, m < 0 :r employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit, Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance norl . imit in any way the City's ability to enforce any ordinance provision." PLAN CHECK DEPOSIT TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES T . his application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy: and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. SI Ft� (OWNEIR OR AGENT) DATE SIGNED DEPARTMENT IFIICIAL S SIGNATURE DYTE CITY OF EDMONDS CALLFOR 1AEL'EA`rE"Y DATE ATTI' TION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector 771-0220 A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD Assessor Z EE EDMONDS D 0 N7D ;S T T M: P M TREA TREATMENT PLANT PERMIT CITY OF.ED.MONDS 310E. SEWER PERMIT" IN 8599 Address of Construction: Property Legal Description (Include all easements): 7a Owner and/or Contractor: RECEIVED J U N 2 3 1994 PUBLIC WURKS DEPT Building Permit No. State License No. 13 Single Family Invasion into City Right -of -Way: 0 No Yes Multi -Family (No . of Units RW.Construction�ermit No. El -Commercial Cross other Private Property:x No 11 Yes 11 Public Attach legal description and copy of recorded easement I certify that I hav6/read aln'd shall comply with all city requirements as indicated on the. back of the Permit Card. Date CALL DIAL -A -DIG (1-800-424.'5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALL V-1=- '7 10PUBLIC WORKS DEPT. 771.@220 Permit Fee: Issued By Trunk Charge: b? 06 Date Issued: 64' -0 —3 As sessment Fee: R eceipt No.: Lid No'.:_ Partial Inspection: Date, Initial -- Comments Reason Rejected: , sp Date I nit.ial - Final Inspection Approved: Date n itiaI4� PERMIT MUST BE POSTED ON JOB SITE White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3/90 I The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ .... w NEW CONSTRUCTION 0""� REPAIRS F-1 LID NO . .................. . ASMT. NO - ---------------- OWNER r.C)NTR ACTOR PFRMTT NC)- ................................................................................................ R�� , - JOB ADDRESS ----- ........... 4v.ti . ........ 0 .. * ........... I AA) Op. r — V .6- W - .3 -b-- L f0 7 kavvT?- L C� 46-'� k I ;;:>,e PWW-0001-1 1/75 (REV.1 1/78) LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO - ------------------------------------ -------------- I ............................................................................... ....................................................... EDMONDS E, _ _f NAME OF ADDITION ...................... . -Pi---ANT-- - ------------------------------------------------------- OL T, + 14 4 All D, 3 V �> Approved: DATE........................ .......... B ...... ..... ............................ ,.,'JL 4W I STREET USE PERMIT kN NAME OF APPLICANT: OF BUSINESS: MAILING'ADDRESS. CONTACT PERSON Ak6 PHONE.NUMBER: -7 -71 - 6 -3e, ADDRESS OF PUBLIC USE: �3 Z 14-L bescribe -the public -.place or -p'ofti6n of public space to be utilized:' 7�x C e 2:k'U=K;:LS cz:i7c,) 2uZ Z�OZkzZ Ck, Attach -a plot plan.— SpeZify the type of use desired: W-- T7_X V 0--n 0-11A 4A-) e---) -00., 7 Specify the length of time for use NOTE: The. issuance of this -permit is understood by the applicant to be of a temporary nature and that no vestid right is granted' INDEMNITY. The applicant understands and by hiAer signature to this application, agrees to hold the City of Edmonds harmlessfrom any injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the Cit� ofEdinonds, or any ofW departments or employees, including b ut not limited to the defense or any legal proceedings including defense costs, court costs, and attorneyfees by reason o fgranting this permit. In addition, the application understands that the City shall be provideia'Certificale ofInsurance to indemnity and hold harm less - the City of Edinondsfrom all claims andlor property damage, and naming the City of Edmonds as an additional insured CODE APPLIC4 TIOAr.- By signing the application below the applicant warrants that s1he has read or had the opportunity to read Chapter 18 of the Edmonds Community Development Code and s1he understands that all terms a �Ihe adopted ordinance are incorp&ated herein as if setforth in full and this application. and permits therefore are subject to the terms of that Chapter. SIGNATURE_ag DATE_2_:��l �--1 rw�lm SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS When applicable, it the street use proposal directly impacts any adjacent business or private property owner the applicant must obtain written approval from the affected parties. This requirement is evaluated by City Staff after the initial submittal of the application. Signature Address, Signature Address Signature Address Signature Address DO NOT WRITE BELOW TFHS LINE ... FOR CITY USEQNLY Planning - Division Review: ADBO Approved By_ -Date Public Works Review: Approved B Date 3-1,o-1,4 Fire Department Review: Approved B A� �( L�k�_Q�iz Date - 3'11 Police Department Review: Approved By_ ��Zt��Date, Permit C6`ordinator Review: Certificate of Insurance Verified I -& - -9 4 I M Engineering Division Review: Bond Required A)P� Amount $ Approved By. ;5 e;� Dated 4, - 4-- ') 4- �Jo -F r, Remarks or Comments: AM- RWZ'U 4- PAe_g4pj,,� gZSOM�b AC&&.S r6tj7A�-61 CF LOTS OZ4� AIJp OZ9 PERNHT# DATEOFISSUANCE JV-o?1-17�11 RELEASED BY c4 RECEIPT # 0 I'M/ 9 2-0.3 .4 4 0 2-2Z7 ao 1,1b '/0 2-2-2.5 1 -Z-O?t 1 7--Z.O&p 2-037 L qn.&t 2-029 2-020 2- 1 \ 2-0 JERI'lels Ns of Sia, NW 2 3 4 oz Ser- 24 - 2 7 b Z-OS3 2-031 6 ,6 N T 4 Lo 0- 0 of 6 7 r, 0 --- DHA WAY V 2-049 2-07-5 /0 7 L 01 2 0 25"S /0 — — — 7-,-048 9 D 43651 9 Iz-oS7 2 -04'7 4- — — CI& 1 4 21-06o 12-oli Lj 2 3 0 j— > 0 < PA Y) VE A 10 0 2 -of, 2- _A Tract A -.1 2 -045 14 A 14,10 -'5�4 3 2-0414 00 2-0ae4 4 11 Ll 0 c GLEN OT 2-o7l J6 7 9, 'o 'r 'I 0. Jb 0". F AZ 14 CM C\1 N It C� t �4 vo 4qpl tjj�,A L E Y hq; Ir I v lol- 1V ..b' " - ty 'n '* . I n " " ? 0" u "e A 131 oo C, 8 IV[ 6 SPRAGUE 7 C-3 /0 5 40 GU ll�e 5 4 o?" 4? ol co 19 6' 4) 0 1 LIZ 7 OIL EDMONI 01- 0\'V ro 4) -9 1, ol '01 7 6 4b E 99 IQ, Mz I h) h)l 1, 1"q k) 04 0 /0 BELL R- 6-94 WED 9:31 WORTHINGTON-INSURANCE 2064866140 P. 01 Worthington insurance 10 Box 625 20thellf Wh 28041 1206) 486-1291 ............. I ............... ................. I ........ 9LU99RZNT,9OMB8,j INC. 63.7 DAYTON 111TRERT 19 BEIMONDOl WA 98020 TW19 14 TO COMFY THAT THE POLICIES OF MUPA14CIE U INDICATED, N01WITHSTANDING ANY FEWIREMENT, TERM CERTIRCATE MAY BE ISSUED OR MAY PERTAIN, THE INSUI DITION3 OF SUCH POWIPS. LIMM ......................... ................... ... .... . ..... rfm OF SERUM= POUCT EIJI ............... !00101MMOML *SIMA. LMLrry ......... OWM9qa 0914TRACT91TP rftPT. ............. ..................................... ... ....................................... ........ ............ AUT� LAALrff ANY AVrQ ALL DOM &M SCHEDULED ALIT06 WFIED AVY08 NOW-DWKD X= LVfilUTY A......................................... ..... ... ... .... . .. .. ..... LIA1111611TV UMMELLA FORM CITHEll THAN UMSFIELLA FORM .. . .... . ... .... ...... ............. WORIK1111011% C011016111111MMON AND 111111144101V UA&Lfff ................... .... ............... ....... . ................ ................. ........ ..... .. own ........... .......................................... ... ...... .. .. RFrON OF IT1111111111 CERTIFICATE ROLDER 10 ADDII RIGMT AWAY UBAGE ITT* OF NDKONIDD UILDXNQ vivisrom 30 3TH AVX* NORTH momm. ft 94020 mn.mm. gmg-4 a WKS ..... wj-'j: � -walm MR; ��94 TH19 CEFMFICA71 18 MUM Ai A kIlAnU OF WORMAYM ONLY AND COMM$ NO RIGH" UP" TH19 CVMRCAM HOWER, TWIll CERTIFICATE DWS NOT AMMID, FKTEPM 04 AL"A WIll COVERAGE AFrOWED BY THE 1"P0,41E, 5-1401W.--1 ...... . OOMPANIES AFFORDING 0OVERAGE ................................ A INTEROTATB INDONNITY COMPANY ............................. . ................. . .. .. .. ....... ... Ulm BUILDIN, ....................................... . . ...... ....... .................. i CO~ C LEM APR 0 5 1994 C"my LEM ................. ................ ........ OWPANY L"7m E SO 90.OW WAVE MN ISSLIM TO TH6 IN9UPSID NAUGD AWNE FOR THE POUCY PEA100 I ICONDITION OF ANY QMTRACT OR OTHER DOCUMENT WITH RESPEOT TO WHCH THIS �CE AFFMD BY THE POUCIES DIESIGNBED HEMIN IS SUkW TO Ali W TERMS, MOWN MAY HAVE KM RMUCCO BY PAID CLAIMS, ... ....... .... .. ..... ... .... ..... . . .. .......... ZR PftC DRWVA MLICY nPIPAIM .......................... ................................. ................................ ................................. I ...................................... 0EN5ML AGMCGATE . . . . ........ ............. .. .... .. ................... .......... .......... .. .... ;l -JL Ll/ &7/ 94' "Tao" 6 NN- "Am ........ .. ................... .. - ....... ................ "Ch 0=11wulm . ................ ... .... .... FM DAMAO (AM WN Ills) ... . ......................... ........... — ........... me. am pervQ4 ........... ................................ ......................................... ...................... LONY .................................... .. ....... f ...................................... BODILY PULPY per person) ............... ........ ........................ ...................................... PROPERN DAMAME . ....... ... ... .. .... .. . . ......... .. .. . ... ..... ................................................. 1-- ........ .... .. .. . .... A60FIEOME LIMR5 .. ......... . EACH ACCOENT ...... ..... p ........ ... ...................... I ...... .... .. .. ... ...... DISEASS - POLICY LIMIT :6 ............................. S.-I ... - I"... DWASE EA(M DAPILDYGE 18 INSURED WITH RESPEM 3HOULD AW OF THE MWE DESOMKID POUCIES BE CANCELLED BEFORE THE CXPIRATM DATE THEIVOF, 7"9 133VING COMPANY VAU 0I)FAVOR TO MAIL --U DAYS WfUTtEN NO, TO THE CEF01111CATE HOLDER NAMED TO THE! LEFT. " FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION CH UABIUTY OF ANY IGNO L"Al THE COMPANY, IT3 AGENTS OR REFFMSENTATIVE& �7' i I PROJECT ....... PROJ. # ffp!� ........................... CONTRACTOR .......................................... DATE.. ................ WORKERS ON SITE ......................................................................... EQUIPMENT ON SITE ....................................................................... ........................................................................................ WEATHER ;5'4nJ.l.j .................. TEMPERATURE ........................................ DAILY ACTIVITY (A.M. /P.M.) !?fDo ...................................................... r. ........................ o ..... . . . . . . . . . . o o T. ............................ .............. ...... o ........ in UA4 44 ' . . ��. . +�v ro ts>g 4.*v osr jL -T ..... oo..o.o ... o..o.. ... . .............. oo ............... o.o ........ o ..... o. 4�.'6-oaa'c' LAM~T* ............... o o .................... J��mvme. '�mc mq" 541^4 C'4o e�� ................. / ......................... +t-t W�Aete O'� I lk s .. 4me ........ I..Pk .................. ............................ . o ........... 4!A. ol. ... lv�.� o.. 9-1 r 1�vx. �.. Tp. ................................ _r"40� ' -ruv. .0, +WLIF. 0..,PAC4�, 01L,,om J06 ft)Ut� Ah'� gl'�P.__ L 1, o . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . o . . . . . . . . . . . . . . . . o . . . . o . o . . . . . . . . . . . tA)LA-.. ... T45f ....... 0 COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ -2- . ^ *F. .* . f , . ttm_t-_. �_v . 0��m let ........................... FOLLOW-UP TESTING ....................................................................... ........................................................................................ ............ DAT E / T I M E. 1,64 .7. 7. f .......... CITY REPRESENTATIVE ....... PROJLOG/TXTFORMS 0 a JPROJECT jttgleft'Of-� .. ...... PROJ. # ................... CONTRACTOR ...... o ................................... DATE71� nl.'� ................... WORKERSON SITE ......................................................................... EQUIPMENTON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) Y�o ......... : .................... l6re -To 5or, fjoa - .................... ..... jmfw ........... .................. k4o .............................. UJ4 . +b.v .. Jt4SRLA*.Mf. qm� ��ts.r xot-E A. fp"� R WOUAC�l P_-Z I .... ................................... ox, ftcAass o- -� re4"h;rs., fts-0 ................... . .................... r. ............................ 7Z> At -WC, kj& .................. . i.j .............. ............. W**Pr TrYF--&* !�7: ..... .................. .... Tow...Al- :eci.cx. P.W. 1.9 o".. ". . 17.5. . ! � � �. I ............................................................. COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING ....................................................................... I I I I I " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oeo'01;0� ! "oo CITY REPRESENTATIVE ................ DATE/TIME .. .................... PROJLOG/TXTFORMS 0 a P R 0 J E C T "OffH04. . . '—"( 44T . �j ........... PROJ. # E-0 �F: ............................. CONTRACTOR.......................................... DATE.11.��.!� ................. WORKERSON SITE ......................................................................... EQUIPMENT ON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) .�IP ........... o.o ... 000.00..00 .... oo..000 ..... o ..... o ...... ae*At k_v� sm 'g* xmets � Soo-, ............ o .... o... o ........... 0 ........................................... o .......... _rOW kMwoo TOCZ, 945100 4- A-pov �S'rc;D. -�k. oot- uuv— ft" tq� ................... ............ r o .... o . o o.. o ....... .or. o o4 o .. o T ........................................ o ............................. o COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW—UP TESTING ....................................................................... ........................................................................................ CITY REPRESENTATIVE .................................. DATE/TIME ....................... PROJLOG/TXTFORMS 0 a PROJECT ........ PROJ. # CONTRACTOR .......................................... DATE.1.1.11"Q.l. . .................. WORKERS ON SITE ......................................................................... EQUIPMENTON SITE ....................................................................... ........................................................................................ WEATHER��'�".� ................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) (�* .... .................................................... ew 4006- T&Vlj , w � . v4 4 5 -6 1 6,,ss� e, -ro ft mov ev .............. .... F� ................ I ................................................ COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ....................................... o FOLLOW—UP TESTING ....................................................................... ........................................................................................ CITY REPRESENTATIVE Ak�.. �. ................... DATE/TIME.VAvqel41.o4 .......... PROJLOG/TXTFORMS 4) April 19, 1994 300 - 2nd Avenue North Edmonds, WA. 98020 Mr. Lyle Chrisman, City Engineer City of Edmonds Edmonds WA. 98020 Re: Construction project by Blueprint Homes at 3rd Avenue North Dear Mr. Chrisman: R;-r C F_ I V E D r)n 2 0 1994 ENGINEERING By means of this letter, we wish to inform the City of Edmonds that a Breakwater condonfinium owners' association meeting was held last night. The owners voted unanimously not to allow the contractor/owner of Blueprint Homes to inftinge, alter or trespass in any way on Breakwater condominium property as had been proposed to us by Mr. Doug Herman, contractor in conjunction with his condominium building project on 3rd Avenue North. We are requesting that the City of Edmonds closely inspect on a regular basis all alterations that will be made to the alley separating Breakwater condominium property and the contractor/owner's property, to insure that all revisions are in compliance with the building permit issued by the City of Edmonds and that all city, county and state laws, codes and safety factors are enforced. - Sincerely, Breakwater Condominium Owners Association cc: Doug Herman, Blue Print Homes 0 0 Aw PROJECT 14W#lift� ......................... PROJ. # CONTRACTOR .......................................... DATE4�� * ................. WORKERSON SITE .......................................................................... EQUIPMENT ON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) ............................................................. ... To�. r;::�P4.Tej ..................................... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING ....................................................................... ....................... ; CITY REPRESENTATIVE .................................. DATE/TIME ............ PROJLOG/TXTFORMS 0 0 PROJECT4-.jf*V#-A-! ... tl ........... PROJ. # r-0:� .............................. CONTRACTOR .......................................... DATE. ............... WORKERS ON SITE ......................................................................... EQUIPMENTON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (AX/P.M.) ............................................................. t44;W 571r7ll� 50� ........................................................................................ -rot-� Wobl, Cu 4--"rO -3 1 w f- L-9 AaWHAul- rArrc+� 006-9- T I" ................................................................................. Is -r eAA� ................................ &+lpv't I, or-, A� f Tpp--k,&rlC7e-44 t5r)k.&* ............... Wt.� .................................................................. 0. COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING ....................................................................... ............................ . .................... CITY REPRESENTATIVE ......... I .......................... DATE/TIME.�7-?�-T"...l_.4_. PROJLOG/TXTFORMS 0 PROJECT 4jr— �.. I.. ........... PROJ. # .......... .................. CONTRACTOR .......................................... DATE.'�.-��!� n"� ................ WORKERS ON SITE ......................................................................... EQUIPMENT ON SITE ....................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . o . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . o WEATHER ................. TEMPERATURE ........... o ............... oo ........... DAILY ACTIVITY (A.M./P.M.). IP457 ............................. oo ............. o .......... e1jr-- 9K4ol'(VArrlht4 Tg*_t-� ove- 15�oe� �;e� 'f #j 4_7� 10" .... o ....................... ........................... ..... o.o.0 ....... o COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ..................... o .......................... FOLLOW-UP TESTING ....................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o o . CITY REPRESENTATIVE ...... o ......... DATE/ T I MEI� I ............. PROJLOG/TXTFORMS 0 0 P R 0 J E C T ......... PROJ. # f-7T?*12- CONTRACTOR .......................................... DATEJ�4�?�'.j .................. WORKERS ON SITE ......................................................................... EQUIPMENT ON SITE ........................................................................ WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (AX/P.M.) ............................................................. ............................................................. .................... ............ s rw o o .......... ...... o ......... o . o o o .................. o o o ...... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING ........................................................................ ....................... ; " ** ........... ....... DATE/TIME ......... CITY REPRESENTATIVE ."4 .................... PROJLOG/TXTFORMS 0 0 P R 0 J E C T ........ PROJ. # AP 5 ................................ CONTRACTOR.......................................... DATE. 7 '� ................ WORKERSON SITE ......................................................................... EQUIPMENTON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) 41r_ajc:�) ........................................................... .. > 4�� rX ? �, . A. 45. 1 ....................................................................... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ....................... 000 ............. o FOLLOW-UP TESTING ....................................................................... ........................................................................................ CITY REPRESENTATIVE .............. DATE/TIME. PROJLOG/TXTFORMS �04 E C E I V, W BLUEPRINT 14:1994 ENGINEERING I HOMES _8L-UE-P1.211DW__ - - - - - - General ContractOrS 420 5th Ave. S. "C" Edmonds, WA 98020 771-8383 RECEIVED CITY OF EDMONDS Community Development Department J A N 12 1994 Edmonds,Washlngton 98020 i ENGINEEFUNG Ref: 232 3rd Ave N.6 unit condo Subj:Cost Estimates for engineering bond PAVING Cui existing alley haul out,prep for paving,pave alley and entry drive. WATERLINE 2" Poly from meter to building 4011f $5100.00 $ 266.00 STORMDRAIN 50lif of 8" concrete pipe from CB #2 to CB #3 in the street and up to 50cu yds. import/export,2 paving lifts 311,1netall CB #3 and cut Into -existing storm line. S 9530.00 CB #2 type 2 manhole. 8" restrictor $ 2134.00 $ 590.00 501if of 36" retention pipe,including 50cu yds. of sand or gravel backfill. $ 4556.50 CB #1 type I-L $ 1500.00 SANITARY SEWER Oil water seperator 25-SA,I-curb inlet.! -clean out,4011f of 4" PVC pipe. $ 4250.00 801if 61' PVC side sewer from the building to the property 11nes- 2 clean outs, 2 1-iook ups $ 1640.00 Install 6" sewer stub and manhole drop,including 80cu yde of Import/export material,paving 2-3" lifts. $ 9880-00 1001if 7ft wide sidewalk @12.50 per ft. $ 1250.00 -_4 /^I /A./4 W41-4— / A.1 A-4-� 40,1595.50 tZI/0 4&q 17 to S'_ 'ZI /'VAJ7--? J 6 eF,"J C- '/ AV CEIVED7 istl JUN J,3 1994 BLUEPRINT COMMUNITY .;eRVICES nIRF.CTOR HOMES BL- eJE- P1 '211 DW General Contractors 617 Dayton St., Suite qEdmonds,.WA 98020 771-8383 74 I V r_ U JUN 41994 ENCiINEEHNG V o - 'Q1 _2 MC)"'aS o l�', ';U !'I e -_�- v ces Dent. 2 5 0 5 t,-- Avt--. N. na s �4A 98020 Att. t 1 n: Mz. . Paul 'wjaj, -, `oe: F"D -oower- 'ocat-*cjn S ,7, u n e 13, 1994 te inau and,00wer -",ocat-' tne .I lons. �PUD has reduested add.1 ng a zcz-ansforiiler �to the existing pole in the nort"heast-corilei" Uf 'ou-_ -�)��-ooertv. T h e two alternatives would nave been: 'UszL119 the uo 1 e.' a. n our southwest corner. ;H-owever, -a e InIum com-olex. beh ind 'US. s u.;, _. d to the condom-L L Usinc-1 two. undet-ground vaults. 'Probleinwith this JL --,,-ecru--* -re two vau'Lts - one 61x6�.x6� and the ..other x 4 x 4 w h i c h must 'be 151 away from' any o"t'.6-ef- t �es. T hi s 1p a rt s -.*&. i,.q p u s s �1 o.Le+Que to our tight o c a , t A.L,sC) these vaults have uad mounted -s-Lormers wnich, a--e,e 5!x51x51 and 31x31x31 mount on tou of t'_nem, w h i ch would reauire ADB aDurovaj and, are uns-lantiv.. u t-- zo zhese n��oo.Lems, alft 'request.-Ing a variance in, the C-Ity's n _L t)Q.L-,Cv Z:lull; -a.L.LQw1"`lg no more t-.plan 10% to be actaed to any power. -:I�JD does not at t '1 11 s t i.m e p r a n, y 't i m e future. -.1n the neaz eXpec-c to un-aergrou.na OUr. 'Dart of 3rd Ave. Th�*Ls shuuld no t be a u b I e,,"L . Ine :io-.e and :�Lts eauiDment do not 'block any view. S- 1* n, c e e v .4 J. -Herman 41L Qn! bT SiEc u C) 0\ -T R'ZNA -PO�—C .'T ZE s q\-kNZ) CPO" PF—D .1*,kj.:'' C_ 0 1 t-� u Q\,x u- P�j (- �A "szQ)rse, -09 1 10' 2-107 Q,A ov (� Kw�l ------- Pvc F�DN- Dp- in 96.745 df� N I ix�. r= L. -T�, LS -I' M'4— -Tlr L71 *% -I it ,t4 0 0 _4 g�� 67f- PROJECT 410.W�tJ. ............. PROJ. # ............................... CONTRACTOR .......................................... DATEJ�qh)14 q.4 .................... WORKERSON SITE ......................................................................... EQUIPMENT ON SITE ....................................................................... WEATHER ........................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) 4��Po ...................................................... WA ..................................................................... A0. A!5e�. ...... ... ... .... . . . . . . . . . . . . . o . o o . o . . . o . . . . . . . . . . . . . . . . . . . . . . . . . of-.. oAroKw. ....................... o .................. o. o.. o ........................... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ FOLLOW-UP TESTING ....................................................................... ........................................................................................ CITY REPRESENTATIVE ..... ................ DATE/TIME..Z5�:,�'�.f.l( ......... PROJLOG/TXTFORMS ' 0 0 PROJECT �w er_ W.F. . �. ... ............ ... PROJ. AW22� ... 0 S? ................... CONTRACTOR .......................................... DATE.q4l+!�0.4 ................... WORKERS ON SITE ......................................................................... EQUIPMENT ON SITE ....................................................................... , ........................................................................................ WEATHER 5V., . ................... TEMPERATURE ........................................ DAILY ACTIVITY (A.M./P.M.) Oj.�E? ........................................................ ........................... . ..... ........................................ nx'n� ....................................... COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................................ ........................................................................................ FOLLOW—UP TESTING ....................................................................... ........................... ................................................ o ........... CITY REPRESENTATIVE ?':.� .. ....... ........... DATE/ T I ME PROJLOG/TXTFORMS call 1, re-) ir, �) 9 B C1 t% Stat4lorr W&T�Mtk b"d THE CRAYTOR voilA A. Tripp &1d Ni 6 sAd ;n consideratino or tinoo &,A other 1�iluibi� 6iiAdert bi band Faza, emnvvyl Aind 4;jrrangs to Robert *�iii6i triiii9i (Lid ki-ry i. Erioilqlill ght follwaini de=ri be� i6i m1a,le. jitated in rim CoLmiy of Szahccii*h . ........... e !L poijit go j.�& Westerly 4 ,,it;y cr 3&6i6i ji4� point bibC 50i�� W18,03" tiit 16.6 di6idi Sti. ' teat froti tho' I.eoith7�it eorior qf Thrld.Wll- . r6o"i 1 1. " ' _,,t thi W006r 1. ' L fil d Stra a t6iitii SGAIL feeti, thg1kol it 1;�Lt J41'4 4i"57" tji� 12i Not; thiicd ii� Fi, go J-.aj) it right 81�ji�i SdUtli W 41'87w it lie tiii i; t jis "i er thi jhblid forivir pvizit6 of be, g�i - xg; regai-Kig. 0, % for iil6y j�rp6jji ��j We3,L6rlj 6 Nit 66i6e. (2,:jig kniiA i.i lei 4i k6jk .0 ordiAg tq 0 mw Subject to -02 Oyjbij -judir, ter-4 thereof ix -A iit4rii�� &tid Mirch 17il9gli ricai&& Mii4l& dilqdl 4-�! iclt6i 507 Jbik�cqaj piti $14 go. UR ' e'jiglited by DviAld lkpj� iLid ii" Trippi hii witij *ijh1jj�6jj 4 1'601 4i"Lti6i *..' OL t6 Cijigaitt t�diril �'Lr- to, ditili SOMA of kort&ga Dated 16 14th P KrTA I tAn A PWT NO 2m. - I �� /T 64. MAY ST4TE,;*" 1�ar Of On thk &y PiT��Y i am w foq�'Jj'014 1-f ao� to ff* knomm to bi in&;ddd,!P 4igatia,4' i eiiecuiwii &tkMWkdjEd that irii am voiunury in -i" AbO4 for the Um am PUqK?Aw tWAm trietioned. 6,y 6xnd and dULA j&Al th CIVEN .&-r is &Y of N6107 Fwalk in i'd for rhe stiol of wiUk&,rtw, Va. 85Z WO Ots res W .4-r— .. I.. - 0 CQ-e PionmNaijorlm Mtlelu==ceCmPal2Y REAL ESTATE CONTRACT ,CIO THIS CON rRACr. - ar.4cwt**d Into tbis ISt Oki, .3f jUly, 1975 ut-wit EVLA MAE CLEAVELAND, i itidow, her tukd the -wftr."=d PATRICK N. HALLi a single mami beidmfiet aWd the "mrchwrr wrr%--35vm: Thai the SAW mm to =a t. Im parcifts " on agr&j to 01 frii a tk klkr is" &mQwi rest afti.. imb isi immimmamm i. Snobatim1% eomi6. Swit 84 WiAmiw: Z-11 th"�- P Or':iOi cf Gvvii=Oilt t�Ctt 2, Seitc-Eicii,ili T614hihiti 27 Nirthi PAInge I Eikst, N.M., j�696jib6d ifi.follbVibi Dd%inftlA# it a 06int North 296191030 Ea6t 125.td fiit tread thki HOrthweAt c0imer of Third hkid rdmofift StriMtiji thdt.66 lqoi +_h 29018#034 tlit Ad fb4t iiand thd lkedtibrly bidd bi third �trm_6tl thenc# it kl4ht, ingleii th4ltdtd Ndrth 006,4i*616 k6fit 129 f6t6tl the=6 it kight iAglbi Sotith 201180a3v Vieilt 46 kiiotj tmh�:6 it right "4j66 soUth 6044j,57� kgilt i2g ji*t td &ijit of "ObAlblgl reservlaq tb th4 uto bf ih# obblia roifiv** tot fill6k vdrpb§6i thi West*ily 6 kjit thi!r6ofi i0b �""g )ail ewn as a pokt tot i I tftti icccrdifi4 to the Unrecorded Pikt i6r6of. T1. wrim AM mi:SOM4 of thl. amintit jum a immiw roe imaivii " u Ten. ThOUAdhf rii�6 ttihdk6d � lGiS00,60 1 4" One, tfiouiifid cz diibbd�,Od bm pW. dic mm�,.t Wred ii 6n�y _l*—k i" off 66W it iw *dmiji virw AA % wd 64 m4,. Onti,RundreA,FiAden boll" " t*J19.60) bu di- fi6jar& tho ars _ jit A&y of Augufti 197$,, -And A lik6 &doiint i�d thA.Ut aiY 'of 466h Gucdeediig ihOnth thGr6Aft6k b=til thb e ""' I balaii" hu r6 lliklt �h�LU b6 vaUd in fu"i iFith,Lutdtdb+. imi thb declil;` wlihi* At thd rita of iioht per �6hik tot) 06i jhhjlii; t &it ThOm.ve, 6WI b6 imo aymen pm * " tfi4 e" lmnt pur" e, hi 16* c ig thiA tzhU*ct ind 0*y bit ottould choci e- to dra f tht RUL ES I 1111—ci at iny UM6 orior t6 its imituzityi, f JUL 10 1975 f 00i is i6 immi ii" area Sh.withmic.. As t4"M to m aft amoud. Iddi ofk,*4r I'll I'm 7 i 1975 .4 i"Jj in 1 1, . . � i" ,, - " pi -- Wei, I id Mi6im" i6i . I . z bi . I . . ittir w *R,4 Im"tit" sum to -7 an as Me cm IK bmw ibm on am rw gittiml AMU br.WWM4�1 obl;wWwal am VC-1.7w piymf!ftp!Av, all lik =Sfiomlomo, nM nUW, W.md;;tpitv p",r pW.Mr.tittmjt W*m dgffmq=M, (2) Tw kaimii iiro4 if" do g li idly lile. 6 Sid, Uigfig ow-4, 64 Aw viA C-51 '19 *wp6ihk lip ft ptin im i� 114 *M-a bevitil. ii bb fiftma asy Mraw. mW 'A or in i oAfwfw igid w d-Awl in wh, Alm rv�lu awr-vf to X .01b" 43) im pa-ch6i iviiii aw 1114 i6w U 'i'm it any orrmift mgw"f%.Qo ft"04M of w car alk"ittlow. U%, gdkr or ar n8W or h :7.=Ianwl Amcbm to miw auk a pin of tbb VMMCL - .., 1 4 - " " (a) T* pmebm"I 6-i r6l nuft ew Wow, PLA#~lffp4ft IN; &own" mewch &niw.&%&wwljR orb%* cmwnuft a folitte of com"ift"km In ow &'w Pa 49 film 1w Put* m muq, W pow U.. ow �Mll Wthr 1411141 NOUN **wd "Infiv jitter m"wm of fteomb* rq"m a orticuidise Oft saw mfoll bw pM to "If w0r. so f is T*viwm on .1w pofflum is W lb� ltbovorh or m Vrkv brivid oale% LM w1krActs N S&w Om thmithMP 6trivi fttlst*iL. - -qof*. .2 IN he tww" 61 MA -uwame framalmr jitter wymel at 6i. ioNtlitibs. fio 0! lh*l b voym to whow 0 mmajible tk*. i�qbirvmw ikim lbd *km Z;"� be told t== I. uh lbe "'(3) =='Ll -1�&A WNW is 4iiijtL ii�. at ih� M-,tri� 4 VS24" form ar i mmmftmew t&Aw._hww; b? ;;WW td *A, full BROVWA of '466 P*11*40 900 JOPAM IM of 6000 1* ftmd* it 10 M=Z MVtrt= *1 dftMJ #Q caMshilim to wuntlum wwr em The $Wbwhw. i, "COS jitegaerphid6" k jM, fte ii, Lion 6t ataitimucii w0kil * thi wimi : 111111 dw i"lillW 6 ii hi 45 6" lid M*idis M4. "# b to be aLmm imbiw; iN4 cNi4ft ww is iw Md ld air 0 - lial ei, odAr abAmit" i" WA #0121tl dwPD; lm.� -F A-1 co it& 6 4-f L 0 .0.0 Slciw[Ork 'Waftcmfy Deba � v TI, N4�L 40.' P41.-J TIM (;k-A-VTuJz S THCqlikS M. 1"""R =d CM= S4 'TUCKEiti hii "fjjj - ffir anti in -4widerarican ..r T3IRTEEII TIIOU&Ai4D DM.ZAP-§ ($JjjOOO;()O) In Mrld Paid. cyint-ey' 2nd marmnt- io CORMN RM IMd MM RM- . 6if, E, th" f1111nw'lt' c1`rr'1;rj r"I Maie. 41uate4 fn tt* cnuilty "i WmAinct4m., kliohcukiA ; §Uik at Beginning it a point on the iWdj,-.iriy tiide df thikd ttjd6t iih Efid Cit� 6i Edriandsi baid Ooidt: bijug Noith !9Oj8Idjt# ;6aft Idjj8 I-Ok frcqd thd .4orEhy4esit 1�orudr bi Vdid ind Edzdohdg e coniiouirig Ailorit;, till t44iiiirly - sti6ot� &Ldei,bf Thitd At-ktet ljorth Eatt 100 feet; theiiCei it tight lihglii ih6r6Ed ji6t6 6004151ft t4cb� 129 fedt; ilidnc6 dt rishi imil - Lidetv Eheince dt rilot &jig-160 kil0h ",Sc"'th 1901910j" #464t i6d the pdini -i 60641'37i" Eait iij fdAi t(j E6 thLS tij4 fjj thd yobjid kbtL&�.k 'Or AlIty Purvose§ �het�ddtjjkj� 8 fi6t ihf�rd6f; known Loti 4 gnd �j Biock "Ali, bitit-rii Addlitoiji tdibond 4 hccordim tc i1i c Wnr6coidtd pjdt*Ehdt6df)4 n Or "—. , Q-e ai 4 ns 7 Ire 7 ST %TE 017 W-kSOINGTO.M.'. i'aunt y of j;, OIjm6LSfj .1459 , I 14-e, - Ort'O'ill diY IMMMAID)F 2PPe2TP.1 Isr(ore mi T"O��S �1- TU(YJM dIld GUNHILD S4 TUCktki hij lit Me knqwn it, tie the individwil jc.vrjj*vj in itha -keCulftj thi Qihjj "4 tjOi,jfk Vita arkneIWIM04 thai he ft.srd i4 NWU�f. JkiW tl%r-, "Ind Pujvr4% 'hettqn mnuont4. ir"i 6d irakintij* dij G I VEN umjr!, my slanti and OfficFal wal Wi A9 madiki, V! WasUpittax, . J- f4 ORO CS --W C: tA P" THE (;RAN-= I &ND RtNt f- imd in ioiWc�rjtj,, of TEN THOU HUMMM DaURS. dArj j.� &A -- ' 6nd f6i na-6tj ttfid itiijib't- ii thi c6mii C4 I guo bt T"jjtL LUWU T""7'6R *crth# A"O 'A6 (3) tAit '.i diiel IV-7 A 1-1 dblie ina6ifi ilia oo6 f Uid - hoki th h 20-610mv lbill, ,,, d n6i� j7fijjj-6�j v"WVV0 W47'r fffi.liaii4 first &Y 6i ZA &L- L -qT-NTF.' OF W.0141.440TO-.-, or �n'bh6idih MA ho Ar West 116"'' 664A. v h t6 the Wifit 0 10 7 d 4,, 7: /14/91 15:00 FAX20L&d� 183, FHed for Recoid si fteveA cd .::Ar.MR.REC0FWING kAIL TO STEWART TLE EVT IMIS SPki hilkM i6i ktbiot. . j6I VjL. .1. P;vc = L r o.-.z r-EQ or MM M &t Tmk, mia ma WHI 'IMI WMITY drFIGE A Ph m j_ t'MALM ADMOR il 0* IMS4 mmyj WA Statutorr Wc�mdntt D66d Tag CRANTORs, W- J., CALLAHER and HAZM G. GALLAHER, h"- wife, for kj In camidemdon of Ten and N61100 Dollars ind other v6luable con6iAirAti6n in hmnA paid. 6nmyv aod MrnHIt3 iff STUART L� �OX,,-" single man; and GWRMIR L, ROWE, a singlc wuman tbi fbZ�wfi* dc=Amd rod ei64. situated in thi County oi Snohcini A WkibiVC112! i && J Beginning at the �brthwei� corner of Third Avenue and EdmonA-4 Streati i0hi6 ii the true point of 6eginhingi thenco North 29*16'03i' Eisi 80.� feeti thenc6 North 6di4i-61-' W09i 124 ftot; th4oco -qcuih 29-18-01- welt 8d-5 i66t i6 thfi NoAh ii-4 of iiw6hdi ,klir66ti thincii south 6014ii57" tast Along the t4brith IL4 cit iIAmondk 'Stre'eti i2a k�dt ii; ih.6 00int. lot begin'ning. ALr, in -4ac+ion 23, Tbwnship 27 North. Rznge 3 �Ast, *.k_, Situate in the CduAy of Snobo-ish, State of 14ashington. ,L T5: T,-�t A SUBJECT TO: Deed of -.mst dated octob6r 17,1968, eecor4el§ ociober 22,1§98 Wider Additol�ls iPile No. 2660j6§ to Citizem.0 federil S�vinqis Loan Assn.j whk� en&4i�6iafil6g the chranteoi fierain will asiume' and co�iinui to pay icc6rdiho to iti i4ims and Right of the public over the iie,§terly 8 feet of saiff p--=4-zo§ toi &.1ley diAcl6ikd jWjjjb,,,,by various instruments of r,�qord is CRY of Jkprili 1981 e. t!.A STATE 0 WASHMMON. F b&4 usi w. j. Gallaher and Hazel a. CallahL as tbu &Y W*gvay W--d to bi 01i ln�m"S' 1p--66M In W ifffia 4ximi4 W Qthfu and t0i*idj lm*ttfi� im jckj**k#ged thn they , 3igpta the muni its Viol r We mW vdmtiry aCt and &-4 for zhe GftX *Wet MY ii!14 W 4d-1 i0ii tiii OA Apr i 1 i 1 -5-3: iii— & i An� M, A A &I 3id I-QW stoi qgj Eftonds q/..L Usti 0 VOL J706 FACEM23 7 - "TREET RLE STORM DRAINAGE REPORT Z'34 3 rd AVENUE NORTH for BLUEPRINT HOMES, INC. prepared by John W. Mellor, P.E. V7 9 9 J prpuwr STORM DRAINAGE CALCULATIONS Existing Conditions 2 @ 50' x 120' lots =.1 2,000 sq. ft. total area Existing Impervious Surfaces(i.e. roofs, walks, dniveways, porches, etc.) 4,530 sq. ft. Existing Impervious Surfaces(i.e. roofs - houses, garage) Not to be Counted 2,960 sq. ft. Allowable Existing Impervious Area (4,530 - 2,960) sq. ft. 1. 570 -sq. ft. or 0. 036 acres Existing Pervious Area (12-1000 - 1,570) sq. ft. 10,430 sq. ft. or 0.239 acres Estimated Existing- Runoff Q=CIA; where I is dependent on Tc, the time of, concentration Tc 10 + L ft V ft/sec x 60 sec/min where V, velocity is a function of the slope of the subject property, S; S 55.8 - 52.7 feet 0.0235 132 feet V, velocity ofovedand flow across existing lawns, use log vs. log figure, page 16 Snohomish Co. Drainage Ordinance V 1.1 fps Tc: 10 min. + 132 feet 1.1,ft/sec x 60 sec/min 10 min. + 2 min. 12 min, 1 Estimated Existing Runoff(con't) 0 = C I A From the rainfall chart Snohomish Co. page 25, Drainage Ordinance, when Tcl-- 12 min, ho = 1.7 where . C(pervious area) = 0.2 C(impetvious area) = 0.9 C(pervious area) = 0.239acres. C(impervious area) = 0.036 acres a =CIA (0.2 x 1.7 x 0.239 acres) + (0.9 x 1.7 x 0.036 acres) 0.136 cfs existing runoff(allowable outflow) 00 allowable outflow �acreage x future runoff coefficient 0.136 0.617 cfs 0.275 acres x 0.80 Using the 10 year design storm for detention we obtain: T 25 + 2255 35.45 V 0.617 Ve = 3607 1 40 Qo T = 2115.27 - 874.91 = 1240.36 T + 25 VT=Vs x acres x future runoff coeff. -- 1240.36 x 0.275 x 0.80 . I = 272.87 cu. ft., required on -site detention Sizing the Unde[ground Detention Pipe Constraints for sizing the detention pipe include the elevations of the foundation drains and the storrn draih invert located in 3rd Avenue N., which are 96.64 feet and 93.48 feet respectively. Estimated runoffs for the 10 &.100 year storms from the developed site are: 2 Q =.CIA where C = 0.80 A = 0.275 Qio 0.80 x 1.70 x 0.275 lio 1.70 0.374 Qloo = 0.80 x 2.67 x 0.275 lloo = 2.67 --0.587 An 8 inch concrete pipe is proposed to transport storm runoff from the control manhole to the 15 inch storm drain in 3rd Avenue N.. Slopes as low as 0.005 will adequately carry the 100 year storm runoff(O.587 cfs). The invert of the outlet at the center of the control manhole is 93.45 feet + 52.25,x 0.61818 = 94.43 feet. This is the invert elevation of the lower end of the detention pipe. The upper end of the detention pipe is 93.43 feet + 50.00 x 0.005 = 94.68. With the additional restrictions of these elevations the detention facility will have to contain the required storage volume without being completely full. This will be done as follows using King & Brater's Handbook of Hydraulics, page 7-30, Table 7-4: 96 -54- I- 4-43 Di = 2.11 = 0.7033 d 3.00- Cal =0.58997 .end areas al = 5.3097 sq.'ft. - 910--54 4-68 D2 = 1.86 = 0.6200 d 3.00 Ca2 = 0.51200 - a2 4.608 sq. ft.. For a 3 foot diameter detention pipe 50 feet in length the volume it contains using the average end area method is (5.3097 + 4.6080) sq. ft. x 50 ft. 4.959 x 247.9 cu. ft. 2 3 This volume is supplemented somewhat by the volume available in the manhole: a 54 inch manhole can hold 15.9 cu. ft. per foot; in this case the rise in water surface from invert. elevation to.overflow elevation is 2.11 feet. This yields 15.9 cu. ft./ft. x 2.. 11 ft. = 33.55 cu. ft. Combining detention volumes yields 247,9 + 33.55 = 281.88 cu. ft. Control Structure Oil separation is enhanced with a baffle and notch wier combination. The idea for this system is borrowed from King County(refer to the enclosed Figures 4.4.713, 4.4.7F, & 4.4.7J). The -release through the bottom orifice( 1.857 inches in diameter) is 0. 136 cfs with a head of 2.11 feet. -To achieve enhanced oil/water separation up to'the 10 year storm,a baffle, in this case 15 inch in diameter will be fastened to the top of -the control'structure riser As shown in Figure 4.4.7F, the associated notch wier will be sized to handle the storm runoff for the 10 year storm in excess of the 0. 136 cfs released through the bottom orifice 0.374 - 0.136 = 0.238. Pfs. The wier sizing equations are( refer to Figure 4.4.713): Q=C(L-0.2H)H cfs where C 3.2'7 + 0.40 H/P(in feet) H 0.20 P 1.91. 1.5 (3.27 + 0.4(0.20/1.,91)](L- 0.2 H)(0.2) rearranging terms L- 0.2(0.20) 0.238' [3.27 + 0.40(0.20/1.91)](0.20) 0.238 0.804 feet (3.31) (0.0894) To 'provide for side contractions; L = 0.804 + 2(0.1)(0.2) = 0.844 feet, length of wier 4 The circumference.."of an 8.,inch riser 87t 2.094 feet; the wier length, 0.844 feet is shorter than 50% of 2.094 feet. Riser Inflow Considerations(source USDA SCS) QwIer 9737 D HI 0.587 �-'0.374 9.737 D H, rearranging H 0,213 0.03279 (9.739)(0.667) 0.667 H ='(0.03279) 0. 10245 This -rise in water surface has been accounted for in the elevations of the foundation drains. RUNOFF FACTORS FOR STORM SEWERS (Values of "C" in CIA) FLAT ROLLING 0-5% 5% UNDEVELOPED LAND Wood & Forest ...................... o..** ....... o 0.10 0'- * 15 Sparse Trees & Ground Cover..... ...... oo- ... o Oo15 0o20 Light Grass to Bare Ground ...... o .... oo.o..o.. 0.20 '0.25 DEVELOPED AREA Pavement & Roofs ..................... 0.90 0.90 Gravel Roads & Parking Lots ...... 0.75 0.80 City Business ........................ ...... 0.85 0.90- Apbtrtment Dwelling'Areas ............. ....... ::: 0.80' 0.85 Industrial Areas (Heavy) ...................... 0.70 0.80 Industrial Areas (Light) ...................... �0.60 0.70 Earth Shoulder ................................ 0.50 0.50 Playground ....................................... 0.25 0.30- Lawns, Meadows & Pastures ..................... 0.20 0.25 Parks & Cemeteries ............................ 0.15 0.20 SINGLE FAMILY RESIDENTIAL (Dwelling Unit/Gross Acre) 1.0 - 1.5 DU/GA ............. ........... 0. 0.30 1.5 - 3-0 DU/GA .... o..'. . o ... o ...... o ............. 0.35 3.0 - 3.5 DU/GA ........... o ........... .. 0 40 3.5 - 4.0 DU/GA ...................... ... 0*.45 4.0 - 6.0 DU/GA ............ o ...... o ....... oo .... 0.50 6oO - 9.0 DU/GA ... o ...... o ...... o::: oo.o.. 0.60 9oO - 15.0 DU/GA ..... o ... oo ....... ...... -oo Oo7O �-;QOV40t\A �SIA COUQT\.Y .............. SkmWill9mm W - mmmmmmmm MEMNON NOUN ELSE= mmmkmbqqk MEN -MIMI momam -situ coo r'70 In< 7-30 HANDBOOK OF HYDRAULICS Table 7-4. F6r'Determ-m*ing the Area a of the Cross Section of a Circular Conduit Flowing Part Full Let depth of water, ' D and C. . the tabulated valtie. Then a = Cad2. diameter -of chanbel d D d 00 .01 .02 .03 .04 .05 '.06 .07 .08 .09 .0 .0000 .0013 .0037 .0069 .0105 .0147 .0102 .0242 .0294 .0350 .1 .0409 .0470 .0534 .0600 .0668 .0739 .0811 .0885 .0961 .1039 .2 .1119 1.1199 .1281 .1365 .1449 A535 .1623 .1711 .1800 .1890 .3 .1982 .2074 .21671,2260 '.2355 .2450 .2546 .260 .2739 .2836 .4 .2934 .3032 .3130*.3229 .332K .3428 .3527 .3627 .3727 .3827 .5 .393 .403 .413 .423 .433 .443 .'453 .462 .472 A82 .6 .492 -602 .512 .521 .531 .540 .55Q .559 .569 .578 .7 .587 .596 .605 .614 .623 .632 .640 .649- .657 .666 .8 .674 .681 .689 .697 .704 .712 iI6 1.725 .732, .738 9 .745 .750 .756 .761 .766 .771 .776 .779 .782 .784 Table 1-5. For Determining the Hydraulic Radius r of the Cross Se ction of.. a Circular Conduit Flowing Part Full depth. of water D Let diametWof chan�e-1 and C, the tabulated value. Then r Cd. d .00 .01, .02 .03 .04 .05 .06- .07 .08 ''.09 .0 .000. '.007 .013 .020 '.026. *.033. .039 .045 .651 .057 .1 .063 .070 .075 .081 .087 .093 .099 ..104 .110 .115 .2 .121, .126 .131 M6 .142 .147 152 .157 A61 .1 ' 66 .3 .171 .176 .180 .185 .189 .193 .198 .26.2 '.206 .210 .4 .214 .218 .2M .228 .229 .233 .236 .240 ..243 .247 '.5 .250 .253 .256 .259 .262 .265 .268 .270 .273 .275 .6 .278. ..280 .284 .286 .288, .290, ..292 .293 .295 .7 .296 -.298 .299 .300 .301 .302 .302 tW .304 .304 .8 .304 1 .004 ' .304 .304 .304 .303 .303 -302 .301 .299 A) -.298 ..296 .294 .292 .289 .286 .283 .279 .274 .267 R FIGURE 4.4JF REQUIREMENTS FOR OIJJWATER SEPARATION WlTH NOTCH CONTROL mri -se� PoLe, 1V PtPeK (All Y010) W MM W C-4 12� 00��Wlm . A -A tk i— OCR Vienz-- FVF' 6e?Ag.A�MR Sly. at yev IteA 90TCq PUTH A� ?,MIIMP 1/0'--MTAI. IWAD MQ "IMP 1*0 MMT fr-� M OIL-WATeg ,Sr-PAP4kTl0f4 FZQ'D UFTV io-YEA,?. DeW klL fi-W OPF114 C A A FIGURE 4A.7B NOTCH WEIR V Lff-T 14 to Vr �V ?�Ay 1134M6. rA7 L-- I W&- CE.] n kaff/C frWrAmof &I IV MhI7 140 2444 1? lip I/IJF.PV- 61nla 1/104/ C(L - 0.2H)H."'cfs where C 3.27 + 0.40 H/P (In feet). L Length of the portion of the riser circumference as necessary On feet), not to exceed 50% of the circumference. H&P as shown above D Inside riser diameter. Note that to account for side contractions. subtract 0.1 H from L for each side of the notch weir. qo I Typrl �-L -ILE,/ s-T FtEEf r �7�) COPY ORIGINAL ON FILE IN.. THE COUNTY DiTOR'S OFFICE .... DECLARAfJON OF RE STRIC'fIVE, COVE, NANT I- WIRRMS, Douglas J.1lerinan, Blueprint Homes, Inc. are the owners of (lie following described real estate in the City of Edmonds, to wit: T-OtS 6 - 5, Block A, rentral Addition, Fdmonds, Washington, according to the tinrecorded pl_lt thereof. W11,61 REAS ' (lie above named owners are desirous of a restrictive covenant upon said pierniSeS in compliance with Sedion 19.00.040 of the Edmond; Community Development'Code. WINNSSR771: (fiat for and in consideration of (lie prettlises. tile allove named ovrners do hereby declare and grant to tile City of Edmonds as Grantee the following restrictive covenant, (o-wit: That at (lie time of lite execution of this Covenant the'Grantors have agreed or the Ordinance of Use City of Edmonds provide (lint no hisilding for multiple family llousing may be erected on subject property containing more than 8 units. Said Covenant shall be binding upon all present and future owners of said real estate and their heirs, successors and assigns. Ck: 'DATEDthis lstdayof !larch ig 94 C-1) "OUP'Las J Gran U-0-5—plias erman 0= M t4i 00 JC-) -J= Gr ul. arn or LLJ AX C'�SFAT'# OF 41](INGTON) P'W CDCS ' q0Z SS. COUNTY 0109NO110MISIly On this day personally appeared before me and to me1nown to 9 file individuals describid in iuTd—who executed within the foregoing instrument, and acknowledged that (hey signed (he* same as (heir free and voluntary.act and deed, for (lie uses and purposes therein mentioned. GIVEN under my hand. and official seal this f _0�- AAQ Notary Public in sm r (he State of c-. Washington, residing it rt .4 t- tz J? C) -r 'DROJECT REVIEW CHECKLIST-,r% PROJECT NAME: PLAN CHECK #:132 PROJECT ADDRESS: 3Z-3 3#1d Al RECEIPT DATE: !�C MENTS FIRE REVIEW PLAN. BLDG. -=D BY: (I WATER SEWER ni e STREET. ENG. Setbacks/Vadance/Setback Adjustment Conditional Use Permit .............. 2 ADB Requirements - ---- ----- —3- Other.Zoning Requirements - . . . Underground Wiring Required Lot Slope 1 51K - - - - - - . . . 0 SEPA Environmental Checklist/Hydraulics Permit 6 7 Tree Cutting Plan 6- Plat/Subdivision Requirements Legal Description Verification ....... . . . . . . . . . . . . . . . . . . . . -101 Quit CWlm/Street Dedications ple-2 Easements - Public/Private 12' Engineering Storm Drain Review Fee AA.. ....... . . . . . . . . . . . . . ......... Engineering 2.2 Inspection Fee . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ------------- - 14 Drain�tge Pl�!"On-Site) :-15: Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain line 17 Ppen Ditch - Existing Culvert Required Culvert Size .5 ---------- .-M Shoulder Drainagd/Shale Open Runoff . . . . . . batch Basin Required Driveway Slope,& Vehicle Aftess-7 &t�� ....... . . . . . . . . . . . . . . . . . . . . . . . . . . 2: 23 Sidewalk,Required �7 :::94�, Curb & Gutter Required V/ Curb Cut For Driveway Required -------- - TX Street Paving Required A"Ap? ............ ........ A I Right -Of -Way Construction Permit Required MIMI/ 2 Street Name Sign Required t--'A Other Signing Required . . . . . . . . . . . . . . . . .................. ....... -------------- . . . . . . . . .. . . . . . Bond Requiredfor Public Improvements FEMA Map Check/Water Table ... . . . . . . . . . . . . . . . . . ........... ....... Side Sewer Availability . ...... ............ 35: Calculate Sewer Connection Fee If No LID # Create Street File q-rl� Existing Water. Main Size ..... ...... - - - - - - - - - - - - - 2- ......... . '12 :..36 Water Meter Size Service Line Size Water Meter Charge Required -V>e-perj4- Hydrant Required - - -------- — Hydrant Size Existing 4-cv-gim,5f4Lk�R Fire Line Charge ReqtJ Street Cut .4Z.l Miscellaneous Reviewed By: FIRE PLANNING ENGINEERING 12S PUBLIC WORKS Vol 300 2nd Avenue North Edmonds, WA. 98020 May 17, 1993 IPfAY18:`J PLA . 993 Dor To: Edmonds City Council Planning Department -STR&�T F11 RE: Building Permit application for construction of two 4-plexes 317 & 321 3rd Avenue North This letter is to request an appeal of 1) the building permit approval and 2) approval of the determination of the State Environmental Policy Act (SEPA) for construction of two by 4-plexes' at the above site. (Please note that, in 1990 the ADB -fevibwed an application' this same buildeFFO—A 6_-pR�Ratthi9same Iocatid9'_)--_.— The reason for our request has to do with the additional traffic that will be generated by, the anticipated 16 vehicles (approved parking spaces) which will have access only via the, dead-end allpy west of the project. We are property owners at -the 21 -unit Breakwater complex which lies the full length of th'6"west side Of said alley. (tile proposed project lies to the east of the alley). At the recent ADB meeting on May 5, we were, told that by their formula the projected trips per day for the 16 vehicles is anticipated at 70. For the Councils' information, following is a recap of the present parking adjacent to said alley: * 21 -unit Breakwater condominium (approximately 15 vehicles located at alley access) * Three individual homes, each with 2 vehicles = 6 vehicles * Three rental properties = 6 vehicles * Onecommercial property (Beauty Salon) with parking for 6 vehicles in alley. Total current. alley 4se: appx. 33 vehicles Using the ADB's formula of a projected 70 trips/per day for the .16 vehicles for this project (together with the above 33 vehicles currently using the alley), it appears there'will be up to 2 10 trips per dgy in and out of this dead-end alley, not to mention garbage pickup and/or construction trucks. . We strongly suggest that this excessive congestion will allow f6� j&4& walking and/or driving conditions for those of us h ' omeowners (some elderly) and feel that each of the council members should take a personal look at this dangerous situation as it does . not appear that the alley can support what is projected. We note that Item # 14 of the Builder's Environmental Checklist, he lists !'3 rd Avenue North" as the public street serving this site. However, it is our understanding that the Department of Transportation has denied access via 3rd Avenue and although the Builder is asked in this same checklist to describe "property access to.the existing street system", no mention is made on the SEPA form that he can only access by A secondary means of a dead-end alley. Sincerely, Breakwater Condominium Owners cc: Wendie Schulenburg, Planning Department J IMP �'V&v M 'M M IRV M91IN IM 70f 441ir M-MM, L-3 aAA) Critical Areas Checklist' Site Information Project Name: Permit Number Site Locati Property Tax Account Number ;2 3,22- 7e�-, 3 - A�17 r0X1l32'atCLSiteSiZJ!�_C,jCreS or square feet): K I Have. you filled out a Critical Areas Checklist for a project on, this site before? General Site Conditions 1. Has the site been cleared or logged? yd -Date of most recent action: Soils'/ Topography 2- In.the Snohomish County Soil Survey,what is the mapped soil type(s)? - M Zza. ZZ � 3. Describe the general site topography. Check all that apply. Fla less than 5 fbet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 1.0 feet over a horizontal distance of 66 feeL-) 11illy: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance-) Steep: grades of grcAtcr than 30% present on site. Comments Hydrology/Vegetatiort 4. Site contains areas of year-round standing water: 5. 'Site contains area s of seasopal -standing water L�C) --Approx. Depth:, 6. Site is in the . floodway floodplain_��_of a watercourse. 7.: Site contains a creek or an area where water flows across the grounds surface?A�o flows - are year-round? Flows are seasonal? 8. Site is primarily: forested meadow shrubs -;mixed 9. Obvious wetland is present on.site: 10. Wetland inventory or map indicates wetland present on site: 11- Critical Areas inventory or map indicates any Critical Area on site: "For,Gty U�e Only dd 'isbot 'areas stu y mber. CA 711 / A.. Z, Reviewe eequirecl_.' Determinati6n.NU Planner Rey 3127/92 STREET FILE C�� of Edmond S* Critical Areas I Checklist 'MC Critical Areas ChecMist contained on this form is. to be filled out by any person prcpanng 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 Cit , Y staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the ChecMist should be easily a 'Iable from observations of the site or vai data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant� or hisiher representative. must fill out the checklist, sign and date it, and submit it to the, City. The. City will review the cheoldist, make a precursory site visit� and make a determination of the subsequent steps necessary to complete a development permit application.. With a signed copy of this form, the applicant Should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant,is encouraged to include anyothcr pertinent information or studies in conjunction with this Chccklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Ctitical Area Checklist and attest that the answers provided -are factual. to the best.O'f my knowledge (fill, out the appropriate column below). Owner / Applicant: MM INTaine Title Street Address Applicant Representative: Name ritle Street Address -zz City State,'ZIP Phone City, State, ZIP Si *e Date Signature Phone Date M E M 0 R.A N.-D U M July 30, 1992 TO: Devon Drake, Treasury Clerk FROM: Sharon F. Nolan, Permit Coordinator SUBJECT: Permit Application #413 Per Dick Mumma, Building official, please prepare a refund check in the amount of. $2,104.00 for Doug Herman, Blueprint Homes (make the check out to Blueprint Homes). The receipt number is 14342 (copy attached). Please send the refund check back to me so I can forward to Mr. Herman withia letter. Thanks, Sharon Nolan Permit Coordinator KE V CITY OF EDMONDS COMMUNITY SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION'PERMIT A. e Owner: Washington Natural Caws IR-156 AV NE Mailing Address ne:13-3-evue, 1,.7 A 98007 City State Zip 0 Address or Vicinity of Type of Work to be I Main in 3 AV W Work in Connection With Permit No. FF --37-7 Issue Date __ 10 00-9 S' B. 0 Contractor: S ame Name Mailing Address City State .: Zip 447-0700' State License Number Telephone Number stiuctiq Pe ih'sl6n is recreasted to il:nstall a 4" Plast"ic gas 270 ' N C/L Edmonds ST P.A.D. (893-007 0 Sub or Plat El Single Family 0 City Projects F_ Z 0 Commercial Multifamily Utility Pavement Cut: 0 Y 0 N U APPLICANT TO READ AND SIGN >- INDEMNITY: 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, forseen . or unforseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. .J THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. 0 U Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed by City forces, debit at which time a or credit will be processed for issuance to the applicant. 0 • A 24 hour notice is required'f6r inspection; Please call Public Works: 771-3202 • Work is to be inspected during progress and at completion. • Restoration to be in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. .0 All street -cut ditches must be patched with asphalt or City approved'material prior to end of working day; no exceptions. I understand the above and that this permit must be available at the job site for inspection purposes at all times. Signature:. Date: 10-12-88 Owner or Contractor This Permit Must Be Posted at the Job Site For Inspection Purposes ChIl DIAL -DIG Prior To Beginning Work >, ISSUED BY: -IC-IX - — PERMIT FEE: -V 30 0-1�, Z Time Authorized: VVid after 30 days. Security Deposit: 0 W Special Conditions; Receipt No.: Fund I I I Fee: Amendments: Street Cut Dimensions: U 1% X 0 NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. July 1985 E-N C) MAIN E�)' T-/nvz57 E-DEFIVICCL 180 17'Vj 19's ct- 0 F FIS EJ e 16 5"1 M I N I NOTE-15: I. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555* NO. DESCRIPTION DATE I BY I APP'Q ICHK'D: 9Z9 REVISIONS SCALE: 1^ =50' CITY OF EDMONDS SIDE SEWER PERMIT 18 9 0 1 9 Cz PERMIT No 8301 Address of Cons . truction: 317 3 Au e ,V 119�7,6 Property Legal Description (Include all easements): Owner and/or Contractor: State License No. C-1—LET13Z //0/— —Building Permit No. X Single Family El Multi -Family (No. of Units—) El Commercial 0 Public Invasion into City Right -of -Way:& No C1 Yes RW Construction Permit No. Cross other Private Property:Z1 No El Yes Attach legal description and copy of recorded easement MAR 2 6 1991 PUBL!"i 01— I certify that I have read and shall complUwith all city requirements as indicated on the back of the Permit Card. 3— /1 Date CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT. Permit Fee: 30 MAI — Issued By Trunk Charge: Date Issued:_-_i&;Y,V Assessment Fee: Receipt No.: 3 7! Lid No.:— 7—Z Partial Inspection: Date —Initial Comments Reason Rejected: Date —Initial — Final Inspection Approved: Date�:�At lnitiale::��__A T_ PERMIT MUST BE POSTED ON JOB SITE White Copy: File Green Copy: Inspector buff Copy;,Applicani Revised 3!90 ��T [_ Side Sewer Drawing The City of Edmonds NEW CONSTRUCTION Fj REPAIRS Z' OWNER- ---------------------------------------------------------------------------------------------- JOB ADDRESS --- S:� - � 7_1 ........ 3`-*'----1l�r ----- P� ------------------------ I -�Pl Clio LL 3' 40 0 1+ I PWW-0001 -11/75 (REV.1 1178) EASEMENT NO - -------------------------- ----------------- LID NO - ------ ----------- - ASMT. NO - ------------------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO. Me k ..... - ------------- LEGAL DESCRIPTION: LOT NO ---------------------------------------- BLOCK NO - -------------------- --------------- -------------------------------------------------------------------------------------------------------------- ---------- ----------- ---------- ENT PLANT NAME OF ADDITION ------------------------------- T LRE X f N", .. . . ------------------------------ ------------- - ----------- e-to 2 0zal. Approved: DATE.��---2-7 ------ elf ------------- By ... .... ............. .. ............................... 8 9 0 - I o C) - City of' Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. Issue Date: A. Address or Vicinity of Construction: B. Type of Work (be specific)."I POWGR. kACk�—OiCS C. Contractor: sk)CJAG�vSk- COUQ71—, P0,10-41 MailingAddress: &WM�—�A�S—f q9 State License #: UN- Ct 6C4 L:, D. Building Permit # (if,�tpplicable): Contact: k-C� Phone: CO-701 �R A0 S Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. E] Commercial 0 Subdivision 0 City Project ?�y tility (PUD, G`17E, WNG, CABLE, WATER) NY Multi -Family E] Single Family EJ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut 17,Yes []No G. Size of Cut: x H. Chargq�_$ APPLICANT TO READ A /'SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees a I ' he City ofEdmonds harmz;f�juries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be against the City of Edmonds, or any of -its departments or employees, including"gr not limited to the defense of any legalproceedings including d4efs cos �es b3�`ason 6P-r hi s, ard attorney he ..,.ant,7gt spermit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. FsTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBIT OR CREDIT WILAR�116E�4SSED FOR ISSUAN6T01TlJ1EJP.JLlCANT. t Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control an?Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the ' kingday; 7r NO EXCEPTIONS. Ihave read the above statements and understand thepermit requirements and th�pihk,copy of thepermit will be available on s a all times pf)r�'nspectiqn purposes. L K PQ fl, f% JIL M 'S 2?,-q Signature. CCorii�ac-t�r or Agbt) Date: CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR Clrn APPROVED, BY: -TiME"AUTHO.RiZED: VOID AFTER !Aa DAYS I I SPECIAL CONDITIONS: V-- 9t) USE ONLY RIGHT OF WAY DEPOSIT ::rj) DISRUPTION FEE/IFUND.111:, RESTORATION FEE: PERMIT FEE: TOTALYEEA iW. COMMENTS: RECEIPT FEE: ,DATE: ISSUED BY: -J NO WORK SHALL BEGIN PRIOR TO PERM UANCE Engrg. Div. 1991 FIELD INSPECTION NOTES Comments: I Diagram 1: (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: 4- 4. t .4 - -4 7 7 4 _t--- J F. P�l LL-A F= 1476 -PUBLIC UTILITY DISTRICT NO.1 COUNTY REV. 7/87' OF SNOHOMISH. L -7 LA -LOCATION... -AREA r ;7- Nt POLE NO 1/4 S Ta:7 R DATE _E>: N.O. �NO. WORK WG IL REASON TO R* ENGINEER 'D . NO. (4o C) \_-->CQ NQ b PCD :FQ e D FTiR R A "o"7�,� -IQ C� kAd DATE. -WORK �.CO MPLETED APPROVED' DATE PRINTE.D FOREMAN ENVIRONMENTAL ANALYSIS [FEES REQ D XYE s;!�O! �NO 0 EXEMPT 0 NOT 'EXEMPT SUBSTATION U G(o f PARA. 18 ITEM C PRIMARY OVERHEAD 0 RESIDENTIAL 0 COMMERCIAL LEO# SECONDARY OVERHEAD BASIC FEE S METER/CONV. POLE S PRIMARY UNDERGROUND 0 RESIDENTIAL 0 COMMERCIAL BASIC FEE S LEU # @ SECONDARY UNDERGROUND Z BASIC FEE $ 650-00 I / a$ /=s I UNDERGROUND PLAT BASIC FEE S FT. 0 $_ /=$ STREET LIGHTING t FT. @ $ /= $ WORK IN RIGHT OF WAY 0 PRIMARY 0 SECONADARY tFT.@$__ MISCELLANEOUS FEES VAULT S PERMIT 3 30 DO qoo,�\ �a��Doa_ cc TOTAL DUE DATE PAID RECEIPT# _ NEW SVCE APPLICATION# O.H. U.G. COND. I --- ADD CKT. FT REM CKT. FT NET CKT. FT O.H. U.G. COND. ADD REM NET PERMITS 0 TREE TRIM 0 STATE 0 COUNTY 'a CITY 0 EASEMENTS 0 REQUIRED KV PH PH KV CKT. FT. -PH CKT. FT. PH CKT. FT. (DATE GRANTED) A NOT REQUIRED DATE RELEASED FOREIGN CONTACTS GTNW JPN# P(CATV JPN# • JOINT TRENCH GTNW & CATV • JOINT BORE CTNW & CATV 0 POLE STENCILING FROM TO TAKE OFF POLE PRE-CONSTR. REQUIREMENTS 0 TREE TRIM 0 PUD LOCATOR YBACKHOE 0 FLAGGING 1� ONE CALL DATE Ij[2.fL,X POLES IPLAT 'S �G L _O m U-MAP XFMR C-MAP CIRCUIT NO. PHASE 23 �,o LOCATION MAP PAGEH7S I L 40,1 c 1'2 - > e)uou up- _f\�c sc_pALk�__l ,1-0 cu T _u 1.0 In owl, cl .ZVx (v a-,k� - - (31,eNl ? piv 2 sx, I M-1 Q li k,. DA - a X FA 7::�. 1 V -3- Z-'>\-A U\V-- AA N� 2-0- 1--A41 S,0 b PO LZI T Q-ZQ C. \N c CZ7 PIC f�ls ts�lc:�:) OF ul W P\\\<, Poe- ec;cz)l 11Q CA _T_ 9- H APPLICATION for The City of Edmonds SIODE SEWER PERNaT EASEMENT No . .......................................... NEW CONSTRUCTION E] REPAIRS 113-04550 OWNER.......... R....W.-Erickson. ------------------------------------------------------- ADDRESS....... 3.1.7 ... 3.r.d-.A.ve-....N . . ........................................................... 0 CONTRACTOR.................................................................................................. PERMIT No . ...................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAME OF ADDITION Dye Tested On Sewer 1972 Approved: DATE................................................ By ...................................................................... NDS CITY OF EDMO 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT iz� Public Works *,Planning a Parks and Recreation a Engineering 9 0 cyc) June15,1994 Doug Herman Blueprint Homes 617 Dayton St., Suite 9 Edmonds, WA 98020 vr r 5 1?34 tNGINEEWNG LAURA M. HALL MAYOR RE: 8 Unit Complex at 323-325 3rd Ave N- Variance to City Development Code for installation of Electrical Utilities(File ED52) Dear Mr. Herman: I have reviewed your request for the subject variance and discussed the topic and alternatives With city staff members. Chapter 18.05 of the Community Development Code, regarding utility wires, is explicit that electrical distribution to new developments must -be underground. In addi ' tion, placement of pad mounted transformers must have ADB'approval on the'aesthetics. Staff has reviewed the alternatives you have considered and concur with your conclusions that these are. not feasible. ' Because of the clearances required for pad mounted transformers and the impact to servicing neighbors .(according to PUD), the close proximity of the new fire hydrant, other utilities, the retaining wall you have/ planned and no other feasible alternatives, I hereby grant you this, one-time variance to Chapter 18.05 of the Community Development Code. By granting you this one-time variance to the Development Code, you may direct PUD to install an additional pole mounted transformer on the existing pole on 3rd Ave. as shown on the sketch provided by PUD. Please be advised that future development plans submitted for City review will be required to show the location of pad mounted transformers so that these can be evaluated appropriately. If -you have any questions call Lyle Chrisman at 771-0220 ext 324. Sincerely, 9&A / P Paul Mar Director cc: John Bissell, Associate Planner , /Lyle Chrisman, Engineering Inspector * Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan 4&CEIVF-D g I JUN 13 `1994 COMMUNITY 4.;rAVICES BLUEPRINT L)IFtECTOR 09-M HOMES BL-Ul-PI*211DW General COntractors 617 Dayton St., Suite 9, Edmonds, WA 98020 771-8383 june 13, 1-994 City of Edmonds Community Services DeDt. 250 - 5tr, Ave. N. N- 60") Edmonds, WA 98020 kv Att'n: Mr. PauI Mar. , , A -�- Re: PUD 'oower Iocation Dear Sir: Attached is the site maD and Dower Iocations. PUD has reauested adding a t'ransformer to the existing pole in the northeast corner of our property. The two alternatives wou1d have been: 1. Using the Dole in our southwest corner. However, it is full due to the condominium com-olex behind us. 2. Using two underground vaults. Problem with this is thev reauire two vau1ts - one 6 lx6l.x6l and the other- 4-lx4lx4l which must be 151 away from any other atilities. Th1s Dart is -LmDossib.Le due to our tight location. AIso these vaults have Dad mounted transformers which are 51x51x51 and 31x31x31 mount on tou of them which would reauire ADB aDDroval and are very unsightly. Due to these orob'Lems, I am reauesting a variance in the City's policy from allowing no more tnan !0% to be added to any power Dole. PUD does riot at this time or any time in the near future expect to underground our Dart of 3rd Ave. N. This should not be a problem. The Dole and its eauiDment do not b1ock any view. Sincerely, Douglas j. -11erman OL- FN A� &�-f 6 Vi�k u� P�\P� r-Cl I ow c �-A-v OF �Nsc,) c C) u Q�x \j (L - T -t-;, PQ �A �)te - T�� UP-iF, LAc---,Z. "T C�� A (Y2, �Z 15-0 11 . �10 76 w �z I YP 04- F ?-IF�C- r-oUHM-T- 02-4C-1 Cc?- etZUAL- f-,OOPV Dcz— a Pvc EL. LS L, W VA p, A-r CR_ C u, 41t� x cu" w �:IM144YDMAN-T Uf-�. N ji 3 ,jTREET FILE ---i I ri- , 41 F\ 12i - IN M 8- 00 oc 00 'a 0 MumumE I I.E. 99" *.,1?6 -4 0 1) 0 N P (b (0, y Q '4) Q% X hi \19 6 f) 2 N 0 co zd m t co :ij b 70 0 N e40" 0 d( Z�d-e' -72!- d' k A M�000 'X �K X X x i w`4 H 01 L !2� 1 -rr--: :MAI H L f-T I 5-r. v I 1/\ F; Ni N UH i� 5 r__ w r-. P!, 5-ror"m 61 A 1�, 0 6",I'AM fiEG vNIiINd 'AT A POINT ON THE -WESTERLY SIDE OF THIRD STREET ;.,TY OF. EDMONDS, SAID POINT BEING NORTH 29*101031 EAST A85.5 FEET FROM THE NORTHWEST CORNER OF THIsbAN0 EDMONDS 11TREETS. -THENCE CONTINUING ALONG THE WESTERLY SIDE OF THIRD 3TREET NORTH 29418-03;,EAST,50 FEET: THENCE AT SIGHT ANGLES THERETO NORTH 60-41-5 WES 128 FEET: THENCE AT RIGHT - - ANGLES SOUTH 29'18'030 WEST 50 FEET: THENCE AT RIGHT ANGLES SOUTH 80*41*570 EAST 128 FEET TO POINT OF BEGINNING, flEsEAVING To *rHE USE OF THE PUBLIC FOREVER FOR ALLE? PURPOSES THE WESTERLY a FEET THEREOF (BEING ALSO XNCWH LOT.4, BLOCK A, CENTRAL ADDITION. EDMONDS. WASHINGTON ACCORDING TO.THE UNRECORDED PLAT THEREOF). BEGINNING ON THE WESTERLY SIDE OF tHIRD STREET IN THE . CITY OF EDMONDS. SAID POINT BEING NORTH 29*18*03' EAST 215.5 FEET FROM THE NORTHWEST CORNER OF.THIRO AND EDMONDS STREETS: THENCE CONTINUING ALONG THE WESTERLY SIDE OF THIRD STSEET,.-NORfH 29*18'03' EAST 00 FEeT: THENCE AT RIGHT ANGLES THERETO NORTH 80*41*07' WE8* 120 FEET: 'THENCE AT slah-r "ANGLIE8 -SOUTH 29-10-031..WESt 150 FEET: THENCE AT RIGHT ANGLEB.SOUTA: 80*41'57* EAat_-j29-F.EET TO THE POINT- OF BEGINNIhO." (ALSO KNOWN As LOT '15. �81LOCK A. CENTRAL ADDITION. EOMCNOS.':WASHINGTON. ACCOR61NO'.TO. THE UNRECORDED PLAT THEREOF.) V, 1, i VA SUBJECT 70 EASEMENTS. RESTAICTIdNS AND RESERVATIONS NOW. 0 o Gils- 101. LP-5 I I I qq.l(, yp SECORO.* - OF 10 1.90 991-80,681,TrFF- 17.8 0 Y, 12, H �,5; c- I&'. A LL-r--y 01 CON5TRUCT/opj N 0 TE S -2_%zll r cl 5, 9g.. 9 0.- D'. -rYP5 VE r 10/� 8'*," c 7 0 \/e /V TO X irs 910-.00 'T to w A P, P'. h5E c .06 4- TP ICH DRiQ. m HW Gllr�'kV 00 a 7-C) -n C IT! 4 C. 7-en TY _NEW C>,C-- 7 c- -5 0 .. .. .. x :0 17 rm- NEW G A P-1- FLrl- Li H M Z Z 4 0101 0 ll?_�qcp pv\ I H cn Z,4 'I 1V t T C> *4" 1 cn ----------- 14 AZ, .0 IlAlf-j EX(ST .5EWCR MAfklCjr,-.,r.j- .. � ... __ I _� � � CIA RE7_Al"INC? WALl- 80ejeS 48C)VF 4:5eOuAlo 70 =RECalkla 5/*/l (=H,4MAr4r_-t, 7-c�.�- �.. 0,- l?F_rAW1A4c5; WA(-L 7-b ar- -III.Ai rEo yS7Ze q0 F30 9 0,36 A -A AWl"ANA vfl*M$4 #MTEA04m N49 ADS Sch 40 PY0 SOR 85 (AWM 03034) 4" Pvc 1p_�r_ Oliz- 4" Pvrl X lz 0_� cp 100.0 cl-fl-r C� c_0w_4_lvl_ 57r�), �Z__ PAP'ALL,=L :5,�.WEA Lj4jg�� ppoo'l r-;'1Ah!5 ,5dPA/ZA7-E: -0 C17Y MANIb4OLi�r,' 01VLlr-j_1Aj)- COMA/ 1! C r) 0 ". 7 _'CA OP Y �5A N / 7-4 R Y IIVA:� 7e- 5 4"AU) A4 /_ i.tl/" C �v _7A 7-_ -z 0 -Z Q Lv_ Q) 1 51 r- P1,0 M q u -r -rep— A PP, Fai i) DATE: CITY- ENGINEER cq co 0 0 to 0 16 4 A10 CL LJU I Z cn < Lu > (n z 0 c D or -MR TIM C4,) LU Z. cc CL LU a LLJ 0 m T 0 u It I ff TO KI 555� D I A. 5/� r- r- La r.-O %Vt%lTMU M 4r F-EX--F C$-- C*SWI k -C (LOCKING LIDS) 99-90 --------------- e, scxrlle Lz� C4 J 0ro ce�' b C4 our c4x�--.M wtl-�4 i,'AlQ. ep L,7jLr l'-Al w - 0 .95 076 l2E,S-r2=TCSZ PL&TE- !S. 0CZ;=C-F—= CLrr lk.) pl-cn-e - QOT RGMUIRE-D POLLLrnaki CCQTTaa— c)RjrlC r-_- 1.857 PIA. wrr,-4 7�1-(PE Z C'I2*Sk-VC1H B4�!kSIQ Airt — W'Z'kAAU. LOITH ZTUI!�- 'EMCi VE NOTE* ALL 5TF-F-L PARTS MU5T BE GALVANIZF-C) ANP ASPRALT COATE'p, rW"Torzal- Gmauwo Lt�A%XCV4 e4\s1ka �-7-YPE. I- L 7N-,/fD10L�1kL CLOSaD C:)ETEMT10Q PIPE 0 Catch Basin conforms to ASTM C-478 QPWA Std. Specs. - 1981 WA State hwy. Std. Plans Too slab reinforcing Unit N #4 bar around outside of opening #4 diagonals both sides of opening #4 @ 6" o.c. both ways Circumferential wall reinforcing Unit P Unit R 3inqle circular cage 0.135 so.in./l.f. —65110 112 " c I r. Base reinforcin ,19 square inch per foot both ways Miscellaneous specifications 8" Min. between holes C) C:) CD 4-J'_l See step Detail Maximum hole size 42" _I _I U See joint Detail TN: Base ladder optional A 4-) 4-) - a) cu ko 4J 00 C:) - a) 'V Ir -* -V 54110 1, 5,211 C'j cn -'Zr See Ladder Detail 211 c1r. 54" PRECAST CATCH BASIN CB-16 PRECAST CATCH BASIN KING AND SNOHOMISH COUNTY STANDARD Frame and Grate per Type I-L Standard Specifications 6" RISER SECTION Weight 290 lbs. 12" RISER SECTION Weight 580 lbs. VREDUCING TOP SLAB Weight 400 lbs. PRECAST BASE SECTION Weight 2,265 lbs. 4 way - 26" knockouts provided for pipe entry W fill. IN 0 > X. h %% X' '. f 9 F]UrER FABRTC FENCF DETAIL Filter Fabric Material 60"wide rolls. Use staples or wire rings to attatch fabric to wire 2* by 2" by 14 Ga. Wire Fabric or equiv. bu in 8' by 12' trench --------------------------- L 6'Max. 11 Filter Fabric Lr-7by 4^ wood posts, standard or boner or Material 'N equal alternate; Steel lance posts 2" by 2" by 14 Ga. Wire Fabric or equiv. 25-SA Oil/Water Separator A UUM&LM Provide 3/4"- 1.5- washed gravel backfill in trench and on both sides of filter lance fabric on the surface 2" by 4* wood post All: Steel lance posts 8" Min. 0 -1 C\j 4-VH" INSERTS 27" 7' DIA. HOLIE 22"--1 EACH END T "C".-CHANNEL 20" I.Q. "C" CHANNEL 4" LG. "C-" CHANNEL 20" LG. "C" CHANNEL 23' I.G. Section A -A SCALE 3/4" = V-0" -4 APPROVED LI J 'l CONS, TRUC DATE: IT INE04 P4 1 0. - 0 0 d .co 00 40 0 4 .j emn �m =ffl dr. ZD 4::C 06 (L LU IIIIIM. LU Nam U) C3 E .M.-W Z mom CC Cf) CL UJ M .0 ... ....... -7,;�-7 d I N m N 14 H I al- 0 I I : I 0 !2) 1 -T7F- fl r__ t) t-1 0 1 D:3 Ho 'MN H -IL I'll UHr:. LEC-i�--T-1 1" 15-rOW OZAI WA MR- N 747 v A A. gcor- pp_ tx, 44f',P, Vrl BEGINNINi'AT A POINT ON THE WESTERLY BICE OF THIRD STREET b. '18-03- EAST IN CITY Of� EDMONDS. SAID POINT 13EING NORTH 29 o -FROM THE NORTHWEST CORNER OF THIROANO EDMONDS 15 .5 FEET STREETS;-THENCS CONTINUING ALONG THE WESTERLY SIDE OF THIRD T STREET. NORTH 29'113'030 EAST�10 FEET; THENCE AT RIGHT ANGLES At THERETO NORTH 80*41'670 WES . 128FEET; THENCE AT RIGHT ?M5 - (Z:1 100,c) < ANGLES SOUTH 29*18*03" WEST 50 FEET; THENCE AT RIGHT ANGLES SOUTH 60'41'578 EAST1213 FEET TO POINT OF'BEGINNING, PF RESERVINGIO THE USE OF THE PUBLIC FOREVER FOR ALCEV -ro PURPOSES THE WESTERLY 8 FEET THEREOF (BEING ALSO..KNOWN.�S LOT 4. 13LOCK A. CENTRAL ADDITION. EDMONDS. WASHINGTON crr-f ACCORDING TO, THE UNRECORDED PLAT THEREOF) . COHHOG lot-1 BEGINNIN8 ON THE WESTERLY SIDE OF.THIRP STREET IN THE CITY OF EDMONDS. SAID POINT BEING NORTH 29*IS*03" EXST 215.5 FEET FROM THC'NORTHWEST CORNER OF THIRD AND EDMONDS A RA ra: A 0 1 STREETS; THENCE CONTINUING ALGNG-THE WESTERLY SIDE OF TH 4/"1512 Fea"I STREET... NOF '030 EAST 50 FEET; THENCE At RIGHT #H 29*0 4! r- rj 7 P., A ri a 7-HE 0 6Z e W 14- 4- 51 PROM clu-rlVlz_ WNGLES THERETO NORTH 60*41'57d WES* 128 FEET;'THENCE AT r QD �A V _N17A - _4� M RIGHT �NsLE9.80UTH 29 is 03-.! WES1 50 FEET. THENCE Al 11.1unu RY, Ad -16- a,41171:5. 'w A A A4 i 7-A AeY:-W Srav 14�C 5t=_ ANGLES.S0U.TA: 60' 411 tO� E St'.198- FEET TO THE POIN T- OF BEGINNING. (ALSO KNOWN As LOT-5,BLOCK A. CENTRAL ADDITION.' -- ----- ---- ......... EDMONDS. ".'WABHINGTON. ACCORDING%TO�THE UNRECORDED PLAT THEREOF.) SUBJECT 10 EASEMENTS. RESTRICTIONS AND RESERVATIONS NOW OF RECORD.' - N1 4. M-.9911(p ycl) 10 - 7.8 0, Y. P, N F N Q � %.1-1 CONSTRUCTION NOTES: N :1, fE, 9.4t 70 , 1. lu A t-L-MY OUIXIH!� I. CURB- cl Ei�� --- ---- - &15 PECTe 8 Y C I TY - R F_M0v4f ---------- .. ..... DIA A" f-� c) Aca A-->. REQVIREn wci4.34 cot, -0 '06 /NSPl5r_7_4!570 OY 2. A L 1- 4-: Y 7 i (o. ac) A? FW P, -/-/ P/ -7'y C, / ry )=/ZcM Al op- 7 P_ 0 p�5 r, IF-- 95,.o(o FT 77/ -,E 7- L_lAj4t_-- 7-0 1=40A40"AD5 :5 e- 4= 4_AV 45 Rff OU// Hr::W (;kAvv- 160 --- ---- -,RAQi5 W C -.0 ;0 C-4 tAl��J__ P -r. vwrm tlAltj Kx_i :5� AS7 - ----------- Ar! IVWCH P"IH �5EWaR MAW _S_ 7 t p Tlf M I 4 P t� fA p BOT- 10. c 'A J,�7 �Ni EC., 1�r A. A f fiCCEP TED