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21510 73RD PL W.PDF5828 21510 73RD PL W , Im" TO 41;1,011ve--1 -- FTUWAY MESSA FROM SUBJECT: riAid.i- DATE 17f 7-5, m 1'Z le. Ae (,,�e E s k, ",)/,s -4-zl z li4 , /1 1,7 lei,- - , A /,WY t G E JSIGNED R E p L y DATE: SIGNED CASCADE'a Ll-C2375 PRINTEO IN U.S.$ 77 IJ.0? E SSAGE% .)NAY'-M F SU DATE Fz:T I. � 17 -k- G "Z SlGr '-EDA-,-TTE GNED-"!- C ASCADEG"Ll-C2375 PRINTED IN U S A.,j �TH IS ..PART: ANDJILE �SkNDER:-iIETACH- UP. FOR: FOLLOW . I FILE COPY STREET FILE CITY OF EDMONDS HARVE H. HARRISON 200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 775-2525 MAYOR DEPARTMENT OF PUBLIC WORKS July 1, 1980 Aetna Life and Casualty Casualty and Surety Division 627 Washington Building 1325 4th Avenue Seattle, Washington 98101 Gentlemen: SUBJECT: BOND RELEASE '(BOND NO. '81-S-16584) FOR . DEVER CONSTRUCTION COMPANY.' INC. The Dever Construction has completed the site improvements satisfactorily as required by the City of Edmonds and we hereby release the above stated bond and any and all interest accrued therewith. DS: j ky cc: Dever Construction Co. 17724 4th Place West Bothell, Washington 98011 Smi th Dt. Sincerely, PATRICK 0. WILSON, P.E. Acting City Engineer :77 0 T I C E TO PFIOUTTEE AND/OR OWNER. PARTIAL APPROVAL El. VIOLATION )�f CORRECTIONS REQUIRED PERMIT NUMBER e>j e-v .6ru C-+l ovt �i— �! ; . JOB ADDRESS c I - cc; - '2-) � -/ 0 - 7-3 Pk. NO PERMIT — STOP WORK — REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS. CONSTRUCTION IS NOT IN ACCORDANCE WrrH APPROVED PLANS AND PERMIT — STOP WORK. MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. F WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. RECALL FOR INSPECTION. THE ACTIONS OR CORRECTIONS INDICATED ABOVE A 9 REQUIRED WITHIN .................... DAYS OR PENALTIES IMPOSED e�l W MAY BE "1'112 "4POSED 1'_J-A IrTFtl,�I,ED. FOR INSPECTIONS CALL: 775-252/5. v f I— L b I K A,*11 BUILDING DIV. INSPECTOR PUBLIC WORKS E CITY' OF 0 4-;� c- 7 E EDMONDS 1?.,k-TF, V, ll, " ". 1-1 FIRE DEPT. ljl�,A a 71 The City of Edmonds Se-'rVice 01rauji " W vl� 4% EASEMENT NO . .............................. .............. i NEW CONSTRUCTION N REPAIRS [] LID NO . .................. ASMT. NO . .......... OWNER ................................................................................................ CONTRACTOR ..... Com.s ry P V . ...... \ ........ PERMIT NO . .................... JOB ADDRESS ... 9 3 ............. F).L ...... W ........... ................... LEGAL DESCRIPTION: LOT NO . .................. ................... BLOCK NO . .................................... ...................................................... ........................................................................................................... NAME OF ADDITION rr_4 M Wcxte-y' Seavv- Livie c6instruc-ted --HAN tNIGLE RF- F-1\4 VOTME' NO WARRANTY OF ACC a � nf .................. aft.2-c',lscl map was compile-1 fo,, L,;,,;! b 0i of anci consultants. The City of Urn 0 0-,inc set forth on the nap. A. ersca or entity ren a C_-Py Should condust at-, lr;,l,;,nc[=,nt inqu�ny regtudlng th, into.-, c."I"'.6 "I cn the map, ln0_jt!',g, b: i col, lim 4ed tO, the 10CE-LICr) of c2ny stub Shc",!fl. Such Cr Mlyliot cicistapd mayorm-j nct cldi�nt at the locallon Nc:.;-.3, th,,, City of Edmonds nu its c;-.-.;!oyzos of 1� fc� llic ir.'ui,matlon given on this m� ap, nor for any 0M repre3ea..'alic.�-, prcv:dad bzld u�pun said map Wmi4 Serv. Approved: L i ne- PWW-0001-1 1175 (REV. 11178) T) ATF wa I +e-v se-vv,c4e brawi^ar- The City of Edmonds ,W r %,� Wt;z; NEW CONSTRUCTION E REPAIRS [] EASEMENT NO . ...................... ............... LID NO. -_ ...... ....... . ASMT. NO OWNER ................................................................................................ CONTRACTOR ... b".c�r ..... COM-s7trY!�-+.i.PY\ ........ PERMIT NO. _ .................. JOB ADDRESS_ 2. I!S 10 rl"3RI, P L - \A/. LEGAL DESCRIPTION': LOT NO . ...................................... BLOCK NO - --------------------------- NAME OF ADDITION ...................... PWW-0001-11/75 (REV. 11/78) DA T E ............ B . ....... .......................... avtta -7 j icl-7� APPLICATION MI-* The City of Edmonds for EASEMENT NO - --------------------------- ------------ 7 SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS F� LID NO. _11.9 ..... . ASMT. NO - ------------------ OWNER --------------------- CONTRACTOR ------ C c-jo - rs .................. PERMIT NO. _(O__!�0_4- JOB ADDRESS --- 2 IS 10 _r7 3"D PL- \A/ .......................................................................... .... LEGAL DESCRIPTION: LOT NO - ------ 1.5 ------------------------ BLOCK NO - ------------------------------------ NAME OF ADDITION 2-1 5TH ST S.W. t u. a .0 - (_ Z'deep) (."Cb. TkLinc wi+6 Ects-t Wa-11 =VIABALLINGER ff S LIFT STATION -------------------------------------------------------------------------- -------- - .......................... - - ------------------- c 7"1 oj Cvkcp-Tce_ (, io'cicep) siclee se-wev c_10KS-tVVc_td'A c>F 4" PVC. ('sck.30300 OTHER THAN SINGLE RESIDENTIAL ... . . ................ I Approved: DATE.N-()\l ... By --- Z .. OK Yi /7 5 CITT OF EDMONDS- FOR INSPECTION CA16 110 KS DEP CENT' Permit PUBLIC WOR �..7.75-25215 Ext. 220 Issue Date /0/12 7C SIDE SEWER.- PERMIT 4�: PERMIT MUST BE POSTED ON JOB SITE 'AC -ic 1. Addressof C6ftstrurt :z S) 2. Property'Legdl'Description (include all, easement 3. Single Family Residence Multi -Family No. of Units :A, Commercial re S -7 79-,-QX-7�� 4. Owner and/or Builder 5. Contractor & License Nc 4- 6. Invasion-,into,City Ri.g��-of Way:, N o. -,'O'f ife s (If Yes; Right -of - 34 2 34 4) bef ore way Construction Permit Required Call Dial Dig excavd-1ti,on) -A elasem6nt required er private property: Yes No E-1 7. Cross ot'll, atta6h `�egai, - descr�_-pt�io?P' nd county easement number. J: READ THE FOLLOWI.NG AND SIGN: 04 CL4 a. Property owners must obtain a permit�to install side sewers on �H their property. AXicensed side sewer, contractor mustt�beiem 1 0 1 construct side sewers in the public' ri, b. The side sewer contractor assu e'd full ea h jr n �e installation for one year 4 . 8 "Mms �4 C. commercial est-ablishment requi s P4 f BEIrbRiln side.sewer linei,,-- z YO DjG 0 d. Side sewers may not be installe cl n' es 30") to any structure. e. Side sewer lines must be laid a a 0 0 and maximum grade of 100% (45 M15H OUNTY s8wer greater t DI f. No turn in side 11t between cleanout. All 90 turns must b (1/8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for -bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line ".1 and at minimum intervals of 100' along sewer 'line run. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to.poor compaction of fill. k.' Side sewer must be left uncovered until inspected and approved "by he City... - 'Inspection during normal working hours only. Two (2) workin 9 days notice requi ed. J. DATE:* I'dettify 'that' I have read C) and shall comply With the above iJ VKJ PERMIT FEE: D SAPPROVED BY: Date: �4 rvAl BAY - Da te. 4 04 CONNECTION FEE: APPROVED By: Date: .0 OB-17E PERMIT MUST BE POS TED ON JOB E Taw,- Rei+' Vs- tE FILE NIAL REVID1 PUBLIC 1,10RKS ENVIRTIM I P R 0 J E C T . N A m E �.�F I L E -7 75 ASSESSMENT DATED: AN ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED AND THE FOLLOWING DETERMINATIONSHAVE BEEN MADE: -k=V-'On —1--4= =� e� rT--I-A \M 11--A U!AA -,T-7v-A n lft�l ;�:LJ�tl!!A t-A NAZ iA A !-� \0 C7!)E=- v 1- 1-Tv Y��( 077�4 -�n> ( il-F=-� I 1� -T-zt� 1-4 a�\ rza-y�- L N A 22WO PREPARED BY 0__ffLO: l4w_=-, BMENT n DEPART Applica t Fill AU* 5E PUAMA4,T ZONE PILAING RAIT APPLICATION Inside Heavy Lines JOB ADORES NAMW NAME OF BUSINESS) Dever Construction Company, Inc. SUBDIVI E SSESSOR MAP NO. r w MAILING ADDff_ESS z 1: 17724 4th Place West 0 PUBLIC'RIGHT OF WAY PER ORDINANCE NO. Z-17y ELEPHONE NUMBER Bothell, wA 98011 IT 745-1211 EXISTING RIGHT OF WAY PROPOSED RIGHT�OFWAY NAME Design Consultants DEFICIENCY OF RIGHT OF WAY U In W I- ADDRESS STREET/UTILITY WORK REQUIRED VYES NO te m Ui 19 - 172nd Place SW PERMIT FOR WORK IN PUBLIC R/W OYES NO 0 CITY TELEPi�ONE NUMBER M < UNDERGROUND WIRING REQUIRED IXYES ONO U Bothell, WA 98011. I 745-9418 CONNECTION TO SANITARY SEWER CAYES NO SEPTIC TANK PERMIT REQUIRED El YES VNO IL NAME Same as owner SEPTIC TANK PERMIT NO. 0 ADDRESS SEE MEMO DATED U CITY TELEPHONE N UMBER REMARKS z 0 Ul STATE LICENSE NUMBER CITY LICENSE NUMBER CHECKED BY DL-*VE-RC-289_cP Legal Description of Property (Show Below or Attach Four Copies) METER SIZE BUILDING SUPPLY SIZE Lot 12 Luschen Tracts Div..3 REMARKS 0 Snohomish*xW2tx County, Washington IL SIGN AREA ENV. REVIEW ADB NO. U City of Edmo nds ALLOWED PROPOSED COMPLETE EXEMPT 0 w .J < REMARKS w .J VARIANCE OR CU PLANNING REVIEW BY YARDS LOT COVERAGE FRONT SIDE REARI GAS NEW RESIDENTIAL LINE Fir 10 FIRE ZONE TYPE OF CONSTRUCTION HEIGHT NON-RESIDENTIAL SIGN ADD 7 ICODE EDEMOLISH RETAINING l El 9P_ECIAL INSPECTOR OCCUPANT WALL ALTER EXCAVATE FENCE OR FILL I— x—F-r) 1:1 1:1 REQUIRED 11 YES NO 7A JOCCUPANCY GROUP LOAD PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES . D REPAIR PRE -MOVE swim 1:1 INSP. DPOOL TAX SHOULD BE CODED 31.04. NUMBER OF STORIES INUMBER OF REMARKS DWE L LING I'wo UNITS Five z w NATURE OF WORK TO BE DONE Construct new IL w PROPOSED USE PLAN CHECK FEE VALUATION FEE z 0 z PLOT PLAN (INDICATE BUILDING SETBACKS, m ABUTTING STREETS) BUILDING U 0 0 w I&I PLUMBING 0 ILI MECHANICAL See attached wi th plans FENCE SIC.N z OtmicIORKS DEPAFa"= CHECKL* 1% BUnDING PERMIT REVIEW Date —L7!-�, 'PI C46yres s 'Way Existing r- &,m Street Right -of- REQD Access Easenents Existing %-50 REQD Utility Easement Existing 00 REQD Lot per Subdivision Plat Assessor Map.. Z. Site Plan Checked for- Accuracy 7.x Uhq�r Wiring,,.Peqd. Check Accuracy,of Legal Description Environmentally S�nsltiive-Area Environmental Checklist 1�pqd. Flood Hazard Zone QC3 C Shoreline Man,�ganent A��A Z7-- Slope, Soil, Vegetation Stream, Creek, Drainage Basin UO Existing Zoniik`ker Code-� Amenities Design Board Approval Reqd.. ADB # Approval Board of Adjusunent Approval Reqd. Review Bv: —%7� " Date:' Existing Water 1vtin Size 4,.',' c-L-c Water Main Reqd. Service Line Reqd. w Hydrant Size Existing "w AO H Size Hydrant Reqd. Per Fire Code vllaev Detector Check Meter Reqd. A,) Cross.Cannection Inspection Fire Department Camients Water Meter Charge Reqd 10 �?*'O 00 Review bv: *1i Date: I � A �5epr-ic Tai-w� E�-lsign i�pprcved A1111W Date: Septic Tank Permit Reqd. Permi t No. X1A1* Sanitary Sewer Availability Proi Drawing No. File No. /,a 4/1n Side Sc%o--r Availability W Sanitary Sewer Connection Fee Reqd. AA&X� Cr wy Review By: Date: �QQI).en Ditch, Existing, Reqd. Culvert Mqd. Size 04 Catch Basin Reqd. Indicate on Site Plan Shoulder drainajq ni-iintaii-i'collection on s%�ale open runoff SX=ZU. En :,-I-d-diolc rcqd. �Indicate on Site Plan Soil Conditions and Grouild Water Field Checked PC\ric-.,, by Date e P e- Street Paving Rcqd. A::e Curb and Cutter Reqdl. Awdaw!f 1& Sidewalk Rcqd._ Curb Cut for Driveway Reqd. P4 Right -of -Way Construction Permit Reqd Bond Reqd. for Public Inprovermnts Street Name Sign Reqd. O�her Siminc, Read. 0 1 A-.*j6 — 0 Pre Permit Site Inspection made on 0-� 1,Y SE,.1ER U- jil tlj� J%7ATE R STREET ENGINTEE, RING -iivf Davelopmint Department, Special RecItLirc- iiLs listed in mcm.. to Comia-u Bui lding Div-ision BY' Date o All items filled in on Building PerTdt Application 13Y Date. PL4 Drawings Star.ped and Notations 11-ide PL4 Date Approved hy Riblic 'Poi.ks Dcparmwi I�Cvj..Scd: )-v 10-1977 Date MEMO TO: Building.Division . Community Development Department FROM: Engineering Division Public Works Department SUBJECT: After review of the subject'building permit application, we have the following comments: Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. The contractor is required to keep the abutting streets cleaned of dirt and debris caused by the construction. The "Right -of -Way Construction Permit"is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. Driveway slope not to exceed 14%. AT Connection to sanitary sewer required. /-7, Septic Tank Permit required, submit design.. Fire hydrant required, submit design. /V Site drainage per code #\C(?Y4. See approved plans /-7 Curb /-7 Sidewalk Paving required. Bond required for public improvements. Submit cost eqt-imate 7Z Underground wiring required. l/g'---Approved Engineering Plans re . quired when applicable. 1-7 76—T-71re'd F-.—Herzberg, P.E. City Engineer Department of.Public Works Rev. 7/78 B41LDING DIEPqRTMENT Applipn, F-i!,!= PERMIT AP"ATION n eavy:-Lih�s NAME JOR NAME OF BUSINESS) Dever Construction -Company, Inc.___ j-j MAILING ADDRESS z 17724 - 4th Pl. West CITY NUM BER Bothell, WA 98011 ITELEPHONE 745-1211 NAME U Design Consultants W ADDRESS 19 - 172nd Pl. S.W. -r745-9418 U M CITY TELEPHONE NUMBER Bothell. WA . 98011 NAME Same as.owner 0 ADDRESS m TELEPHONE NUMBER I- ZICITY 1 0 U E NUMBER ICITY LICENSE NUMBER DE-VE-RO-289cp I Legal Description of Property (Show Below or Attach F ur Lot 15 Luschen Tracts Div. 3 z 2 Snohomish County, Washington u City of Edmonds 0 W USE 144OPM I T Z NUMBER 16 B 0 ADDRESS S U B 0 1 V I S 10 N, N 0. PLAT NAME TASSESSOR MAP NO. PUBLIC RIGHT OF WAY PER ORDINANCE NO EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY DEFICIENCY OF RIGHT OF WA Y STREET/UTILITY WORK REQUIRED ES CINO PERMIT FOR WORK IN PUBLIC RJW 14 YES El NO UNDERGROUND WIRING REQUIRED �Ky ES 1:1 No CONNECTION TO SANITARY SEWER )TYES El NO SEPTIC TANK PERMIT REQUIRED OYES NO SEPTIC TANK PERMIT NO. SEE MEMO DATED V REMARKS CHECKED BY 4 k-L- - w��-An METER SIZE I BUILDING SUPPLY SIZE SIGN A,REA ENV. REVIEW ALLOWED I PROPOSED COMPLETE I EXEMPT REMARKS VARIANCE OR CU YARDS NEW RESIDENTIAL GAS LINE FRONT FIRE ZONE TY1 NON RESIDENTIAL :SI DE N T I A L El SIGN AD D ALTER El DEMOLISH EXCAVATE OR FILL RETAINING r-1 WALL FENCE EJ I— X—FT) SPECIAL INSPECTOR REQUIRED 0 YES 0 NO PLAN CHECKED REPAIR El PRE -MOVE INSP. swim El POOL REMARKS NUMBER OF STORIES NUMBER OF DWELLING UNITS Four NATURE OF WORK TO BE DONE Construct new PROPOSED USE z PLOT PLAN (INDICATE BUILDING SETBACKS, ABUTTING STREETS) m U 0 W 0 See attached with plans PLAN CHECK FEE BUILDING PLUMBING MECHANICAL FENCE SIGN RETAINING WALL SWIMMING POOL AOB NO. P L.ANNING REVIEW BY DATE LOT COVERAGE REAR SIDE NsTRUCTION I C 1HEIG;71 k OCCUPANCY OCCUPA GROUP LOAD THIS SITE IS LOCATE THE CIT� OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. VALUATION I FEE 0 3: U m W 3: I- z W IL W z W I CL 0 J W W z 0 —1U O)EMIIMRKS DT9)ART=, CHE C Date BUIMING PEM-aT REVIEW -7 W— Jddress Ri:ght�-df�'-Wa�-- Existing ei REQD Access Easements Existing REQD Utility Easement Existing REQD Lot peY'Subdivision Plat Assessor,Map Site Plan Checked for Accuracy Underground Wiring Reqd. 2A, 'Cl�eck..'A'c-'-.c�'u-rg'c'y'�of . Lega,1, Description 41 Environmentally Se�n�sitive Area Environmental Checklist Reqd. Flood Hazard Zone gh6reiline. Mdnagemeient,- Area Z Slope, Soil, Vegetation Stream, Creek, Drainage Basin Existing ZoAing- Per t6de Amenities Design Board Approval Reqd-.'�--. ADB # Approval Board of Adjustment Approval Reqd. Review Bv: Daie' t Existing Water elain Size Water Main Reqd. Service Line Reqd. w' Hydrant Size Existing ,el E- Hydrant Reqd. Per Fire Code (/LaC2 Size Detector Check Meter Reqd. Cross Connection Inspection Fire Department Cannents Water Meter Charge Reqd. Lf O��O 1 4;;'-30 Aw Review by: �- ikls Date: Ajml-w septic Tanl-,� Design i I �pproved --------- Septic Tank Permit R,.eqd. Permit No. Sanitary Sewer Availability Proj. Drawing No. File No. eID Side Sewer Availability W Sanitary Sewer Connection Fee Reqd. X1)e7Zr--' - Review BY: Date: -qd. Open Ditch E%istin Culvert Reqd. Size -119)4 CcItch Basin Reqd. Indicate on Site Plan Shoulder drainage mq ntaii-i collection ai swale open runoff..�x -I-ii-diole rcqd. indicate on Site Plan Soil Conditions and Ground Water Field Checked P,6.xric-..l Da t e )aStreet Paving Rcqd. P4 r Curb and Cutter -Reqd. Sidewalk Reqd. Curb Cut for Dri%?e%..-ay Reqd. P� Right -of -Way Construction Permit Reqd. Bond Reqd. 'for Public Imrovem'ents 1,Street Narm- Sign Reqd. M Other Si -iing Rccid.' Pre Pemit Site Inspection m.de op 0 BY: SB,.IER U III C-1 WATER' STREET F2\IGINZZEPdNC XX 71 1Z W M, 3x XK M 2Z X N� M?� ?� n?! �� - - - ---- Speci.al RcqLLirc..,:-"—,Ls listed in to Comainicy Dovelopment Departmnt, Building I)i%rision 13Y Date 0 All icaTs fil,led.in on.Building Permit Application 13Y Date Drawings. Sumned',ind Notati 1,1-ide BY D9te U jApprovod by PlIbliC '%-!017ks Deiiartinant J�j--Vj.!;Od: I-V 10-1977 4 m TAN Date MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: IMC) After review of the subject building permit application, we have the .following comments:. Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. The contractor is required to keep the abutting streets cleaned of dirt and debris caused by the construction. X� The "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the .Public Right -of -Way or public easement. Driveway slope not to exceed 14%. A, Connection to sanitary sewer required. -7 Septic Tank Permit required, submit design. Fire hydrant required, submit design. Site drainage per code #\CJ?_4. See approved plans /-7 Curb /-7 Sidewalk Paving required. Bond required for publicimprovements. Submit cost e Underground wiring required. :/g--<pproved Engineering Plans required when applicable. 1-7 .Rev. 7/78 'Fo-r-'Pre-d F.-Herzberg, P.E. City Engineer Department of Public Works BUILDING DEPARTIEPT A'pplicant Fill NUM B . ER .1 A Inside Heavy Lines PERMIT APPLICATI J013 NAME (OR NAME OF BUSINESS) ADDRESS (2 Dever. Construction Company, Inc. SUBDIVISION PLAT NAME ASSESSOR MAP NO. W MAILING ADDRESS z D: 17724.- 4th Place West 0 PUBLIC RIGHT OF WAY PER ORDINANCE NO. CITY ELEPHONE NUMBER 6:r--9 Bothell, WA 98011 IT 745-1211 E XISTING RIGHT OF WAY <1_1 NAME PROPOSED RIGHT OF WAY__ I- Dibsign Consultants DEFICIENCY OF RIGHT.OF WAY- C__3 U W ADDRESS STREET/UTILITY WORK REQUIRED YES ONO 19 - 172nd PI SW U PERMIT FOR WORK IN PUBLIC R/W YES El NO M CITY TELEPHONE NUMBER UNDERGROUND WIRING REQUIRED ge YES E] NO Bothell, WA 98DII 745-9418 CONNECTION TO SANITARY SEWER 10 YES ONO NAME SEPTIC TANK PERMIT REQUIRED 13YES DiON 0 X Same as owil�r SEPTIC TANK PERMIT NO. 0 ADDRESS U SEE MEMO DATED CITY TELEPHONE NUMBER REMARKS z 0 U STATE LICENSE NUMBER [CITY LICENSE NUMBER___111111 CHECKED BY DE-VE-nr-289-cp Legal Description of Property (Show Below or Attach Four Copies Lot 14 Luschen Tracts Div. 3 z 2 Snohomish*xkx County, Washington L City of Edmonds W J W J SIZE I BUILDING SUPPLY SIZE .SIGN AREA ENV. REVIEW ALLOWED I PROPOSED I COMPLETE I EXEMPT REMARKS VARIANCE OR CU 1PLANNING REVIEW BY YARDS FRONT SIDE R( NEW RESIDENTIAL GAS FIRE ZONE I r LINE PE OF CONSTR 17 ADD ALTER REPAIR D. NON-RESI . DENTIAL DEMOLISH EXCAVATE OR FILL PRE -MOVE INSP. D SIGN RETAINING WALL FENCE I— X—FT) swim POOL L ECIAL INSPECTOR REQUIRED 0 YES 0 NO PLAN CHECKED BY I NUMBER OF STORIES NUMBER OF REMARKS Two DWELLING UNITS Five NATURE OF WORK TO BEDONE Construct new PLAN CHECK FEE PROPOSED USE 0 PLOT PLAN (INDICATE BUILDING SETBACKS, ABUTTING STREETS) BUILDING U PLUMBING V1 W See attached with plans 0 MECHANICAL FENCE SIGN RETAINING WALL ADB NO. DATE LOT COVERAGE REAR I CODE fHEIG7T AREA OCCUPANCY OCCUPANT I GROUP I LOAD T I- SITE IS. LOCATED IN THE CITV— OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. VALUATION I FEE 0 3: U L M W 3: Date MEMO TO: Building Division Community Development Department FROM: Engineering Division ..Public Works Department SUBJECT: L T-) L k A I After review of the subject building permit application, we have the following comments: Coordination of the location of any structure with respect to utilities-, streets, property lines and driveway grades is, the responsibility of the contractor. 7VThe contractor is required to keep the abutting streets cleaned of dirt and debris caused by the construction. X-1 The "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. Driveway slope not to exceed 14%.... Connection to sanitary sewer required. /_7 Septic Tank Permit required, submit design. Fire hydrant required, submit design. Site drainage per code See approved plans /_7 Curb /_7 Sidewalk Paving -required. Bond required for public improvements. Submit cost estimntp 1Z Underground wiring required. I/g'-<pproved Engineering Plans required when applicable. T'orrte'd F.-Herzberg, P.E. City Engineer Department of Public Works R ev. 7 / 7 8 OBLic wws DEPARimaTr mEcKuo, BLMDING PER11T REVIEW Date Mtn ��A)Idress REQD -St ightl-of-Way "Existing reev-Ri �2LCS�' Access Easements Existing REQD Utility Easement Existing. 00 REQD liot'per, Subdivision Plat �Assessor Map Site Plan Checked for-Accuracy,� Z Underground Wiring Rjqqd. 154- "Chetk, Accurac� of - Legaf bi�kription Environmentally Sensitive Area 94 Environmental Checklist Plf- .--Flood Hazard Zone Shoreline�.'.Maftagdffient Ar4t� J: Slope, Soil, Vegetation Stream, Creek, Drainage Basin i0o ing Zoning PEif- C6de7p, Exist Amenities Design Board Approval Reqd.� ADB Approval Board of Adjus=ent Approval Reqd. Review By: Date:_ = Y-n Ay r Existing Water lvlain Size ( " Water -Main Reqd. Service Line Reqd. W Hydrant Size Fxisting Hydrant Reqd. Per Fire Code, Size Detector Check Meter Reqd. Cross Connection Inspection Fire Department Ccnments Water Meter Charge Req4. 4f 314 4, Review by: Date: �ieptic Tar�,, 11-1sign �pproved X_-�v Date: Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj. 4-1,01 /�F Dra.wing No. 1*40' File No. 'Side Sewer Availability W Sanitary Sewer Connection Fee Reqd. En : Review By: Date: 10, 1"0 �,Jq)cn 'Ditch Existing.. _�eqd. Culvert Rcqd. Vv c, Size 4�o Al" c4 �Catch Basin Reqd. ItA� 'Indicate on Site Plan 0 Shoulder drain3j;c mnintain collec tioa.a-i swale op cn runoff rcqd. Indicate on Site Plan Soil Conditions and Groupd Water Field Checked 1- -� by. na te Street Paving Read. -11,,r ?/ E-A Curb and Cutter Reqd. Sidewalk Reqd 94 Curb Cu t for Driveway Reqd. re� Right-of-l-lay Cons truction. Permit Reqd. Bond Reqd. for Public lmprovcTr,�--nts 'ame Sign Reqd. Street N �00ier Si min�, Read. Z- . RPre Permit Site Inspection m.de on 0 BY: SE1.1ER, 'WATER, U STREET ENIGINT.-EUNG -miriit:y Dove lop -,-,ion r- Departm-nt; Special Rcquire.T.,&2nt:s lisLed in monp Building Division BY Date- c) All iteirs filled in on Building Permit App�ication 13Y Date Drawings Stai,,-ned and Notations I�L-ide BY Approved by Riblic -�w 1�f-'Vj-scd: 1v 10-1977 BUILDING DEPAIITMF9 PERMIT APPLIC4TI N NAME (OR NAME OF 'BU ilcps) Dever Construction Compa W MAILING ADDRESS Z 3: 17724 4th Place West 0 CITY Bothell, WA 98011 NAME I- U Design Consultants L0 ADDRESS 19 - 172n P1 SW U 0: CITY Bothell, 14A 98011 NAME Same as owner 0 ADDRESS U -C CITY z 01 U iq-rA*rp a Applicant Fill ZONE NU . MBER Inside H pg Lin or B ftD.R SS F-1 12L� , 14D 7 3'±1 Inc. SUBDIVISION NO. PLAT NAME ASSESSOR MAP NO. LEPHONE NUMBER 745-1211 ELEPHONE NUMBER 745-9418 NENUMB DE-VE-Rc-289-cp I Legal Description of Property (Show Below or Attach Four Copil Lot 13 Luschen Tracts Div. 3 Z 2 Snohomish County, Washington u City of Edmonds V1 W W Ili I Z 0 U 0 W 0 PUBLIC RIGHT OF WAY PER ORDINANCE NO EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY DEFICIENCY OF RIGHT OF WAY STREET/UTILITY WORK REQUIRED ES NO PERMIT FOR WORK IN PUBLIC R/W ES El NO UNDERGROUND WIRING REQUIRED �r YES 0 NO CONNECTION TO'SANITARY SEWER ES NO SEPTIC TANK PERMIT REQUIRED FYES h!�). T�O SEPTIC TANK PERMIT NO. SEE MEMO DATED REMARKS CHECKED BY METER SIZE BUILDING SUPPLY SIZE T REMARKS SIGN AREA ENV. REVIEW PT I ADB NO. ALLOWED I PROPOSED I COMPLETE I EXEM REMARKS VARIANCE OR CU PLANNING REVIEW BY DATE YARDS LOT COVERAGE El NEW RESIDENTIAL GAS E] LINE FRONT SIDE REAR I FIRE ZONE TYPE OF CONSTRUCTION CODE HEIGHT NON-RESI D:ENTIAL SIGN 0 ADD ALTER El . DEMOLISH EXCAVATE OR FILL RETAINING I ]WALL FENCE El I- x_rr) SPECIAL INsPEETOR REQUIRED 1:1 YES El NO AREA . OCCUPANCY GROUP I Z;CCUPANT LOAD PLAN CHECKED BY THIS SIT E IS LOCATED IN THE CITY REPAIR 0 PRE -MOVE INSP. Sw IM F� POOL OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. REMARKS NUMBER OF STORIES NUMBER OF DWELLING Two UNITS Five NATURE OF WORK TO BE DONE Construct new ABUTTING STREETS) M See attached with plans 0 1 AN CHECK FEE I _1511114[011[11&� PLUMBING MECHANICAL FENCE SIGN RETAINING WALL SWIMMING POOL VALUATION I FEE V) 0 3: U M W 3. I- z L W W I L 0 J W z 0 U Z E- M CHE Mate P T REVM4 _IV�OPL41Address Street Right -of -Way -Existing. REQD Access Easements Existing REQD. ,Utility Easement Existing C) Q3 REQD Lot,per Sbbai�aslon Plat Assessor M4p. Site Plan.Checked for Accuracy Underground Wiring Reqd. \44_=� C�heck of Leg4 De cription s As Environmentally -Sensitive Area Environmental Checklist Reqd. Flood Hazard Zone .Sfioeeliho- Mahagement-A�ea Slope', Soil, Vegetation Stream, Creek,.Drainage Basin -Existing Zonihg'Pet Amenities Design Board Approval Reqd':",. ADB # Approval Board of Adjustment Approval Reqd. Review By: - N��U_UA Date: L Existing Water Main Size Water Main Reqd.. A-�' A;_ Service Line Reqd. Hydrant Size Existing Hydrant Reqd. Per Fire Code Size Detector Check Meter Reqd. 040 Cross Connection Inspection A_�O Fire Department Conments Water Meter Charge Reqd. 0 a�CV -';P dl,?,o - W/S Review by: Date: 4611112,F = AL - - - - - - - - -)epric iaru,� Design i�pproveci Date: /UlAF Septic Tank Permit Reqd.__ Permit -No. Sanitary Sewer Availability, PrOj . /.p Drawing No. File No. Side Sewer Availability Sanitary Sewer Connection Fee Reqd. Review BY: Date: A K K. . . W-/-/O Open Ditch Existing__&,,!Z qd. Culvert Reqd. Size M Catch Basin Reqd. If Indicate on Site Plan x M 0 Shoulder drainage n-ninta in collection on si�ale open runoff e ae.X iole reqd. Ae A;w Indicate on Site Plan —4 Soil Conditions and Groupd Water Field Checked Rovic-.,7 hy Do I�Ce Street Paving Rcqd. ZeO Curb and Cutter Reqd. 40CE�&kiO6& Ace K- Sidewalk Reqd. AIA" Curb Cut' for Driveway Reqd. p� R�ght-of-V.Iay Const'ruction Permit Re.qd. 96nd Reqd. for Public IfiprovcTwnts Street Nam Sign Reqd. 10ther Sip-iing Recid. 1-�- Pre Permit Site Inspection Made on 0 BY: SMIER. WATER STREET ENGINEERIN,G Special Requira-,-k-,ilLs listed in mo= to Conrimu-iiuy Develo-pmnt Departrrent, BLIilding Division 13Y Do te o All items filled in on Building Pel.mut Application BY Date P` Drawin�,s Stanned and Notations 1,tide BY ;?IApprovod hy Public 'v7or'ks..Dep..irt-I-,)cnt ROviSed: 1v 10-1977 r- L-1 Date MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department \A SUBJECT: —7 RZ After review of the subject building permit applidation, we have the following comments: Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. 7VThe contractor is required to keep the abutting streets cleaned of dirt and debris caused by the construction. The "Right -of -Way Construction Permit" is.required, from the' Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. 7 Driveway slope not to exceed 14%. Connection to sanitary sewer required. /-7 Septic Tank Permit required, submit design. Fire hydrant required, submit design. Site drainage per code #\CJ?_4 . See approved plans /-7 Curb /-7 Sidewalk Paving required. q p Bond required for public improvements. Submit cost estimit- Underground wiring required. :/g--<pproved Engineering Plans required when applicable. Po.-. 7/78 TWor—Pre'd F.-Herzberg, P.E. City Engineer - Department of Public Works ILL, FILE .PROJECT NAME. - ASSESSMENT DATED:' n5k= %;Vk AN ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED AND THE FOLLOWING DETERMINATIONS HAVE BEEN MADE: A -WWAUdL V37URtWiVA ldp-WMQ%=%�V- EL 1: E�, VA �4 wft" I I Z da", ow -7 VIA I -t-4 L VVI Q WN AA WIM IRS W.&, un"T MR Im ;;xq x%.=;T—sl4m PREPARED lil - * - '' I ...... I ................. . ATE �/r /�/l 'i � 4 B Y REVISED: 10/77LV LAND USE CONSULTANTSSTITI;ET =3 PLANNING C:) ENGINEERING C:3 SURVEYING 617 MEDICAL- DENTAL BLDG E] I EVERETT, WN. 982oi eos. 269-2118 ENGINEERING COST ESTIMATE FOR DEVER CONSTRUCTION CONDOMINIUM RECEIVED A U G 7 1978 Public Works Uept. July 25, 1978 CvA 480 feet of 12-inch Concrete Pipe @ $6.75/L.F. $3,240.00 2 - 48-inch Manholes @ $600/ea. 1,200.00 1 - Catch Basin @ $4-50/ea. 450.00 310 Sq. Yds. of Asphalt @ $4.75/Sq. Yd. 1,472.50 600.00 TOTAL $6,962.50 :'. TOTAL BOND AMOUNT = $7,000.00 CITY OF EDMONDS P. W. DEPT. ENGINEERIqG PIV. EXAMINE j,&jN BY jSj_DATj0 P D A. x\ REMARKS A:X- 'Po Vx /014L V117-5-1-7,8. L N! N UL RN MPLANNING C:DEI1JGINEERir%IG CDSURVEYING B17 MEDICAL DENTAL BLDG kvERETT, WN. 88201 206 258-2118 December 19, 1977 YRJANAINEN AND WARREN 'METHOD OF DESIGN DRAINAGE STUDY For DEVER CONSTRUCTION COMPANY Lots 12, 13, 14, 15 (Individual Systems for Each Lot) I. PEAK RUNOFF RATE FOR 10-YEAR STORM RATIONAL METHOD Q CIA, C = Runoff Coefficient, I = Rainfall Intensity, A Acres, Area UNDEVELOPED CONDITIONS A 0..2 6 C 0.2 2.25 Tc 6.5 NRD A. Q (0.2)(2.25)(0.26) 4t Q .12 'cfs 04 :,k, -f4p/STE II. RUNOFF COEFFICIENT AVERAGE 0 AL t CD (0.18) (0-9) + (0.08)(0.2) 0. 26 A CD 0.68 IIIi MAXIMUM OUTFLOW PER ACRE IMPERVIOUSNESS (CFS/AC) QO Allowable Outflow Acreage x Runoff Coefficieiit (CD) Qo = 0.12 To--. -26-TT67. 6 8 Qo = 0.68 C--�o /,, IV. STORAGE TIME: The Instant Storage Begins until the Peak Storage, is Attained (min) T 25 +*-vr2254 Q0 0 T :1 25 + 58 T 33 �- % v-, y �, V. VOLUME OF WATER FLOWING INTO THE RETENTION BASIN PER ACRE IMPERVIOUSNESS (FT3/AC) Sit Vs 360 - 6T 40 Q T T + 25 0 2,052 Vs C!, VS 11 1 6 8-�4- 11 VI. MAXIMUM VOLUME OF WATER STORED IN RETENTION BASIN (FT3) V T = Vs x Area x CD VT = 1,168 x 0.26 x 0.68 VT = 206 Cu. Ft. / - 2 - Orifice Design: Q = Ca 2gh where Q Discharge, cfs C Coefficient of discharge a area of orifice, sq. ft. 9 acceleration of gravity, ft. per sec 1 .2 h head on the center of orifice, ft. for C 0.62 Q 0 . 12 g 3 2 -'t-t--.7 �2 h 3.3 a = - Q - C T —2g h a 0.013 sq. ft. a 1.91 sq. in. since a r2 Radius = r .*. D = 1.56 inches 0.12 62)Vr ( 2 = O��78 in. V11*1 - 3 - OV STORAGE COMPUTATIONS Underground 20 LF of 8-inch Perforated CMP in a Rockfilled Trench 20 LF 11.8 feet wide, 3.0 feet deep, voids- ar% Q!-!—. IS) t& 20' x 11.81 x 3.0' x 0.30 210 C.F. P TOTAL STORAGE = 210 Cu. Ft. D A WRAD V% CP Q: ;4 Aj ** clsyt ZN*N'A-L* W 10. NO b ON 1 .000 500 loo 50 lu 5 Amok (L) (rc) 0. 5 0.1 0. ot 0.01 — 5 — . . . . . . OS WS -DEMING-- -7 T-C ZT 7- Y40010 00,61. .��Jvw 11-7,,4'N-".WA)?A, . . . . ... . . I-r. 4/0. 002A . . . . . . . . ... . . .. . ......... ......... .......... ... ..... .... - --- --- ... .. ......... . ... ......... ...... 4L7,r ......... .... --j W-71 ....... .... .. .... ... ....... 20 30 40 50 460 70 80 90 C4 N, /00. An, 240- -----35-4aO .1 0 0, IXG --43 -P, u A- A-6--C) RECEIVED AUG 7 1-978 I N ci� Public works vept. F C 0 M P A N Y Site Improvement Bond Bond No. 81 S 16584 STATE OF WASHINGTON: ss COUNTY OF SNOHOMISH: KNOW ALL MEN BY THESE PRESENTS: That we DEVER CONSTRUCTION COMPANY, INC. ,as Principal, and THE AETNA CASUALTY AND SURETY COMPANY A corporation organized and existing under and bv virtue of the laws of the State of Connecticut , as Surety, are held and firmlv bound unto.t . he, CITY OF, EDMONDS, WASHINGTON, in the penal sum. of SEVEN JHO1JSA D AND N01100 DOLLARS (�7,000.00) Jor the*payment of which, well and truly to be made, we firmly bind ourselves, our and each of our heirs., executors, administrators and assigns, jointly and severally by these presents. THE CONDITION OF THE foregoing obligation is such that the above named principal is about to complete the project.known as Luscfien Tract, Division #3 , which is'located at - Lot 15-21510; Lot 14-21516; Lot 13-21520; Lot 12-21524; 73rd Place West. Edmonds. WA And further condition that within one year from this date of acceptance of above conditions, the Drincipal shall install all utilities and improvements in said project as ner engineering requirements,in . full compliance with the Standard Plans for Private Work on Right - of -Ways as approved and adopted bv the CITY OF EDMONDS, WASHINGTON. ..Now, therefore, if the above named principal shall install all utilities and improvements in said project as per engineering requirements, within the time herein specified and according to the project regula- tions of the CITY OF EDMONDS, WASHINGTON, and observe and obey all rules and requirements of said project regulations, then this obli- gation shall be void, otherwise to remain in full force and effect. -SIGNED, sealed and delivered this 31st day of July 1978. DEVER CONSTRUCTION COMPANY, INC. BY Countersigned: MARSH & MC LENNAN. INC. BY[�, agent) Thomas J. ms, Resident Agent THE AETNA CASUALTY AND SURETY COMPANY nsurXAMIO any) BY/. L_�70_r i Whitted, Attorney -in -,Fact --- -- -- ----- K Mit J� LIFE&CASUALTY THE SNA CASUALTY AND SURETY COMPANY W Hartford. Connecticut 06,1 -1 5 � * POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN -FACT KNOW. ALL MEN BY THESE PRFSFN TS, THAI 'THE k rNA CASOAI,TY AND SURETY COMPANY. a corporalion difly olganized tinder the laws of th� State of Connecticut. and having its principal office in the City of'Hartford, 0,unty of Hartford, State of haiii fivide. constituted and aplxwiled, and does by these presents make, constitute and appoint Thomas J , J oc hums,, 0. Della Bradley, Lori Whitted or Kenneth D. Houtz —. — of Seattle, Washington its true and lawful Attorneys -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, or, if the following line be filled in, within the area there designated the following instrument(s): by his sole signature and act, any and all bonds, recognizances. r contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or con- ditional undertaking, and any and all consents incident thereto and to bind THE kTNA CASUALTY AND SURETY COMPANY. thereby as fully and to the same extent as if thq same were signed bythe Ju! , itithorized officers of THE /ETNA CASUALTY AND SURETY COMPANY, and all the acts of said Attomeys-in -Fact. purSt13fit to the authority herein gi,.en, are herety ratified and con- firmed This appointment is made under and by authority of the following Standing Resolutions of said Company which Resolutions are now in full force and effect VOTED� That each of the following offi . cers: Chairman, Vice Chairman, President, Any Executive Vice Presideri: Any Sentor Vice President, Any Vice President, Any Assistant Vice President. Any Secretary, Any Assistant Secretary, may from time to time appoint ' Resident ViCe Presidents, Resident Assistant Secretarie�, Attorney s-in -Fact, and Anents to act for and on behalf of the Company and may give any such appointee such authority as his crrtificate of authority may prescribe to sign with the' Company's name arid seal with the Company's seal bonds, recognizances. contracts of iriclemnitv� and other writings obligatory in the natute of a bond. recognizance. or conditional undertaking, and any of said officers or the Board of Dirf!ctofs may ut any time. remove any such appointee ��nd revoke the power and authority given him. VOTED That any bond,. recognizance, contract of inclpmnity, or writing obligatory in the nature of a bond, reccignt,-,ince, or conclitiotial undertaking shall be valid and binding upon the Company when (a) signed by the Chairman, the Vice Chairman, the President. an Executive V;,,�e President. a Semor V,ce President a Vice President, an Assistant Vice President or by a Ple�ident Vice President, I)LjrSLiant to the power prescribed in ;!It, certificate of &J1110f1ty Of Stich Resident Vict, President, and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary or by a Resident Assistant Secretary. pursuant to the powet prescribed in the certificate of authority of such Resident Assistant Secretary, or (b) duly executed (unue, scal. if teqLMqd) by one o; more Attorneys -in -Fact put- suant to the power prescribed in his or their certificate or certificates of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Board of Directors of THE ETNA CASUALTY AND SURETY COMPANY which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: Chairman, Vice Chair -man, President, Any Executive Vice President, Any Senior Vice President, Any Vice President, Any Assistant Vice President, Any Secretary, Any Assistant Secretary, and the seal of the Company may be affixed by facsimile toany powerof attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposesonly of executing and attesting bonds and"undertakings and other writings obligatory in the nature thereof. and any such power of attorney or certificate bearing such fac- simile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and fac- simile seal shall be. valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, THE kTNA CASUALTY AND SURETY COMPANY has caused this instrument to be signed by its Secretw7 and its co�p . ora te seal to be hereto affixed this lst day of . May 78 THE kT A CASUALTY AND SURET C P Y E T By State of Connecticut ss. Hartford County of Hartford Secretary On this 1st day of May 1978 before me personally came VINCENT A. WALSH to me known, who, being by me dul I y sworn, did depose and sayi that he is Secretary of THE kTNA CASUALTY AND SURETY COMPANY, the corporation described in and which executed the above instrument, that he knows the seal of said cor potation. . that the seal affixed to the said instrument is such corporate seal; and that he executed the said Instrument on behalf of the corporation by authority of his office under the Standing Resolutions thereof My coinmist;ion ir �jrch :31. 19 Notary Public CFRTIFICAIE 1, the undersigned, Assistant.Secretary of THE kTNA CASUALTY AND SURETY COMPANY, a stock corporation of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked. jnd furthermore, that the Standing Resolutions of the Board of Directors, as set forth in the Certificate of Authority, are now in force day -of '(—S)gned and Sealed at the Home Office of the Company, in the City of Hartford. State of Connecticut. Dat I ed this 1APTV " PU. Co"N Assistant Secretary (S-1922-D) (M) 12-72 PRiN TED IN US A ITY 0 CITY of EDMONDS BUSII)SS LICENSE APPLICATION DATE LICENSE NO. Civic Center 9 Edmonds, Washington 980201W City Clerk Phone 775-2525 TYPE ANNUALIFEE AFTER FEB. 15 9 1 uh- [C—LAWYEAR I ]LIC. EFFEC. DATE IREASG. LI_C7-N-oTs—PE-c-1 El (A) HOME OCCUPATION $15.00 S 22.50 INStRUCTONS: • All items must be completed or application will not be ac- cepted. • Sign and return application with fee. Renewals received after February 15 must pay penalty in addition to fee. NEW BUSINESSES AFTER JULY 31, 1/2 FEE. :5 IS :;ILI , j , j . I . � , I I )< (B) BUSINESSWITH $20.00 1 TO 3 EMPLOYEES S 30.00 RECEIPT NO. DATE PAID A.- gl,� PRINT *X' IN SPEC. BOX C] (c) BUSINESSWITH $22.00 S 33.00 112121R jo, 10, /011 FOR ISSUE OF CORRECTED 4 TO 9f_MPLOYEES 0 (D) BUSINESS WITH 10 $75.00 $112.50 FEE PAID PENALTY PAID LICENSE WITH OR MORE EMPLOYEES 'LC'ACTION. X NEW APPLICATION (LA) 0 RENEWAL (LB) 0 CHANGE (LC) EASE MAKE -ANY NECESSARY CHANGES) 0 DELETE (LD) NAME OF FIRM - BUSINESS PHONE NO. OF EMP�Q�EES :1> C_ A !=i I '' Thomas.___DeVL_r__ 745-1211 1 0- V E D MAILING ADDRESS NATURE OF BUSINESS 3CT 1 L. 17724 4th P1. West A to m F, r me,47- "80 Bothell-2 WA 98011 Rental-vnite- EDMONDS FIRE DEp.T.; BUSINESS ADDRESS INDIVIDUAL ARROW., 1-12,91R-200.9 02W W%123=ir�,'dl Fx_] (S) 98020 OWNERS NAME HOME ADDRESS PARTNERSHIP CORPORATION = (P) = (C) ThomAs Dever I 177244th P1, W., Bothe3l., WA 980 U HOMEPHONE DATE OF BIRTH PLACE OF BIRTH SOCIAL SECURITY NUMBER 743-1007 1 1 1 535-36-1750 EMERGENCY NOTIFICATION (1) NAME& TELEPHONE (PLEASE LIST TWO) (2) NAME & TELEPHONE r Construction Halligan 771-0 -6622 WASHINGTON STATE TAX NO. C600 250 889 0 APPLICANT'S SIGNATUR DO NOT WRITE BELOW THIS� LINE STAFF REVIEW: FILL IN LAND USE CODE, UFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST. PLANNING DEPARTMENT DATE 1 4 LAND USE CODE ZONING CODE )9 APPROVE 11 DISAPPROVE SIGNATURE M CONDITIONAL USE PERMIT COMMENTS = E= = BUILDING DEPARTMENT DATE 10 0 E;1<PPROVE Building 0 Hotel/Motel (L) El DISAPPROVE SIGNATURE Permit 0 Apt. Bldg. (A) 0 Office Bldg. (0) Occupancy 0 Re:;taurant (R) COMMENTS: Group 0 HosplNurs Home (H) CAPACITY: (NO. UNITS, APTS. OFFICES, SEATS, BEDS, STUDENTS) El School (S) &E DEPARTMENT DATE /V -82 U. F. 1. R. 17\APPROVE 0 DISAPPROVE SIGNATURE COMMENTS: POLI DEPARTMENT DAT,/d/ 2-1 k2- SIG NATURE OPPROVE 0 DISAPPROVE -.01 COMMENTS: PU LIC WORKS DEPARTMENT VPAPPROVE 0 DISAPPROVE DATE 71f SIGNATURE COMMENTS: PLEASE RETURN TO CITY CLERK ANTS N December 19, 1977 PLAw-jim; (ZDENGMEIERING CDSUFi%,'�Y"ING REC' JAN 16 1978 EVLRIETT, WN. OW201 206 259-2118 El YRJANAINEN AND WARREN Public vvoms VuPta �METHOD OF DESIGN DRAINAGE STUDY For,DEVER CONSTRUCTION COMPANY Lots 12, 13, 14,�15 (Individual Systems for Each Lot) I PEAK RUNOFF RATE FOR 10-YEAR STORM RATIONAL METHOD, C = Runoff Coefficient, I Rainfall Intensity, A Acres, Area QO 1w, gk' IV. -STORAGE TIME: Th'e'Instant-Storage Begins until the Peak Storage is -Attained (min) T 2 5 + 2 �25 4 Q0 T 25 58 T 33— V. VOLUME -TENTION BASIN PER ACRE OF WATER FLOWING INTO THE RE IMPERVIOUSNESS (FT3/,�,C) Vs 3606t 40 Q T T + 25 0 VS 2,052— 884 vs 1, 16� VI. MAXIMUM VOLUME OF,WATERISTO,RED IN RETENTION BASIN (FT3) V T vs:x Akea'x *CD VT 1,168 x 0.26 x' 0.68 VT 206 Cu.,, Ft.. 2 Orif ice Design: CA 2q where Q Discharge, cfs C Coefficient of discharge a area of or if ice'l sq.. f 2 acceleration of gravity, ft. per sec. h head on the center oforifice, ft. for C .0.62 Q 0.12 2. 9 32 Ft./Sec. h 3.3 Q 0.12 a C T.2gh .62)y 2 ) �(322) (3.3) 0.013 'sq. a ft. a' 1.91 sq. ino. -a since r2 Radius r. 0.78 in. D 1.56'inches 3 .STORAGE COMPUTATIONS Underground 20 LF of 8-inch Perforated CMP in a Rockfilled Trench 20 LF, 8 foot wide, 3.0 feet deep, 30% voids 20 x 7.4 Cu. Ft./Ft. 148 Cu. Ft. ".I' Surface Storage AJO V ABH 3 V 26 x 26 x 0.3 3 V 68 Cu. Ft. TOTAL STORAGE 216 Cu. Ft. 4 0 U00 !), 000 I oua �uu too 50 IIME OF� �CLM TRA I ION Cl (U) L 136 s obt n c-40 c 100 40 f) 001 20 u 5 J 01 10 0. 0 0 L-1—S (2) 1-2-n (3) (',�-2-,r c . . . . ...... . ,mow ... . . . . . . . . . . . 17,0 VA rAoq .... . . . . . . Al .1"Mill . . . . . .. . . 20 30 40 5,0 60 70 80 90 T1% DATE ME,MO TO: Building Division Community Development Department FROH: Engineering Div-ision Public h1orks Department SUBJECT: S1510)OZ152-0)21524, De\jg?- dONSMUCT0. After review of.tho subject building permit application, we have the following comments : (1) Coordination of the location of any structure with respect to UtIlitiesi Streets, Property lines and driveway grades is the responsibility of the contractor. (2) The contractor is required to Reep the abutting streets clean- od of dirt and debris caused by the construction. (3) A "Right-of-1,,ay Construction Permit" is required, from the Engi'lecring Di-vislon of Public 1%'orks, for any work within the -Public Ripht-of-JI-ay—or public easement. 4). Driveway sloT)e not to exceed 14%. P, P, W L5L;w.9X1W M*�' EO ZI F-T Th 1 [MI ILI! PIq S/77 PUBLIC TAORKS DEPARR4EM`�CHECKLIST BUILbING PERT= FAW A&-j�*(address), � -211 -1-1 (date) - Street Right -of -Way 1xisting......REW— Z Access Easements Existing_ N, An --JEW- Utility Easement Existl Lot Per Subdivision -Plat Assessor Site Plan Checked for Accuracy�. Z Underground Wiring Reqd. Check Accuracy of Legal Description. Z Review by. Da��e' Existing Water Main Size— C'. r- Water Main Required Service Line Required Hydrant Size Existing c=.-=- r4 Hydrant Reqd Per Fire Code Size Detector Check Meter Reqd. C>. Cross Connection Inspection Fire Department Comments Water Meter Charge Reqd. Review -by. Date Septic Tank Design Approved /,/)/4 Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability, -Proi Drawing No. AK File No. 40 Side Sewer Availability 7D Sanitary Sewer Connection Fee Reqd. �2: Review by, Date Open Ditch Existing ---)Reqd. Culvert Reqd. Size Catch Basin Reqd. Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff V—ZQ- M os�,� LIE P Ugr� a) (-T-14 Manhole reqd. (�$�dicate on Site Plan Soil Conditions and Ground Water Field Checked e-l!;., Review by. Date 0 Revised: lvlO-1977 Page 2 Street PavingReqd. ,r Curb and Gutter Reqd. Sidewalk Reqd. Curb Cut for Driveway Reqd. Right -of -Way Construction Permit Reqd. Bond Reqd. for.?ublic-Improvements Street Name Sign Reqd. Other Signing-Reqd... Pre Permit Sit�6 Inspection made on BY: SEWER WATER P4 M STREET ENGINEERING `4 Special Requirements listed in mew to Commmity Developniient Departnent, Building Division > BY Date o All items -filled in an Building Permit Application P4 BY Date - Drawings Stanped and Notations Made BY Date Approved by Public Works Department . . . . . . . . . . I Revised: 1v 10-197 7 DATE 9 MEMO TO: Buildin Division Community Development Department FIZOIII: Engineering Division Public Works Department weg:�o F-0_� SUBJECT: After review of.the subject building permit application, we have the frolloi,,ing comments: (1) Coordination of the location of any structure with respect utilities, stl'.Cets' property lines and Jriveway g,rades is t resnonsibilitv of the contractor (2.) The contractor is required to keep the abutting stre,ets clean- ed of dirt Hi-T-7—Te-T—ris Caused by the construction. (3) A "Right-of-1,.'ay Construction Permit" is reouired, from the Enginecring Division of Public 1%'orks , for any work within* the Public Ripht-of-Way. or public easement. 4): Driveway slope not to exceed 14%. MMIN-0 Mw N M I= MON ED PIV S/77 4ae SK� Az4,r,, ee Olp - 71- achzd IC, co E, .%f AARM ap a, aii'. Ti 71 1-, 'f'LUC# , : I ly of M :i s I Y T�e in 1, , do, n' 0- ILR t e M. U 4QlNl E E &hov.A. 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I --- r . --_- 11 ;-- -I,,- —.1--l- 1, -- e. I , -- 11 C 41- I- KY). I 'X 7 f /,C- 91:5 IV X OPOSU pu'F. LKIST RUID. 'A C) 4. A (A 1-T �7' 4 17 A') E -7 70k X I S if Ff F4 F4 2 r a �-7 61 T7- /w '7- 9 Ij M)� h&W�L-S 12� V. 'e 7, k," &z� 4, Wc 7-,�F5 7-, 7 /1... 71'1Z C- k2X t7,<W < 7 ?Z:2 Z06'47Y' 7/-/4'.7 4v 4t14) 7e*.' Z- t/ "7`i:2;4r�','. 5//4`Z�.'� C� 4:'/� 19 y N `q CITY Or LIM G LNGINrV-'k-ING DEPT, Examined b Date RemarR9 RECEIVED JAN 12 fZITY OF EofjoMn3 co 0) ni. 0 to �- 2 —2 LX In w 2 w U tij 2 19 02 -2 42 p x �00,�4, � 10", 1; . . ....... -A x L-J 14 x ? X 97,1, ,K) �y, lx�l ��j 7.D4 X X x 11,90 k4 IF t T �ck) x —r -T —T, x v N Ilk I I ct D 104 k9 5 X-- zz 4 IV -:Po lo4ll 9"?,4510, IAA V) Cf pj�opospr) PUT), ur "e— vAtALT v Nplk I IT lel A 7 1117 , 1 4�5 7 0, Ext 'ST STOG�t-A H4 6 * W-,, �4 /" 10�, �5 47 �!d Zta A z C-07 - gj co— L — - 0 -0 z�- -7 7 17* 7� 7 7- �Z 4f y C),4"?7&A� 7, CITY OF EDMONDS P- W- DEPT. ENGINEERING DIV. EXAMINED By DATE N REMARK T, �77/,\ . � 7v TT e�p "/1217 '1111111W., A ;7 6rl x RECEIVED JAN 12 -/ �7g- CITY OF E()AONU Q\0 "N' kill e, A.� m w .2 w > a :3 1(2 W w 1-w 2 w (302 w f.. (n Ul 15 0 02 2 2 3:4 2 (5 J CL D;! TOY �Y,� jon Vol -P AV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'A 100. (01 Flo V Y" why x Otto 41031 Wo ga Aq .\rA EY 7'T�; lot 5fo lot lot All 1k 1 10 lot 041743 -on -won sun" —Y"A A low, RIP its AR01 =15" too Ail - Woo ""no' Nua le man A N "YAW '00-A A� lot so: QW-r" Q10 Frii too- P A OEM nja, 77:77 too 0 1 VIVO, 1� n— want U ART -Tom rh 0 , 00 Ilot, n.", GENT AM 1 40" M'0160 pit, now lot 115,11 W Alm SCA too! 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