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20202 92ND AVE W.PDF111111111111 8883 20202 92ND AVE W ADDRESS: Av6 TAX ACCOUNT/PARCEL NUMBER: azyu�� BUILDING PERMIT (NEW STRUCTURE):4f)C2.W97 COVENANTS (RECORDED) CRITICAL AREAS: DETERMINATION: [] Conditional Waiver F] Study Required Ej Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DA SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DA STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA' LID #: LOT: BLOCK: &KwAm LATEMMSrsTomiA�eet File Checklist.doc A Zone C N.E. 1/4, SEC. 24 T27N.1 R.3 E.W.M. 254 N-1 4 14,50 1429 1512 %402 V� 439 1450 U, 1420 /450 - 52 1441 > 1 Zo 14 0 1427 Ar 1430 1%0 /440 �14 1.416 1 :2 — 19 5116 25,q P, C-8 1422 in ��, v 1411 lz EXCEL K 14 oz r s 1 06 104 1047 14 R �� Z N 19516 UL 1406 1407 1 195" 6% IL34 19524 PUGET 0 Iva owl > 1309 IR "'i E P PL A-4 . 1303 FIELD 0 5 ELEME TARY StH S-r FIVIMIS El— 121Z LUTW drogfj c" 002 CH 20 11WLAND WAY Z IF, 2 cy. lit 11 '104 11 016 (- 'llo 1,10 ilz:l 1-103 IBROOKMFRE ST - )009 1004 10 z s [OIL ri ZE 1002 1004 10 9t3 925 930 0, 928 > 914 910 %n 900 V, in 7157 75-T W" 747 lrBID f%i 839 C4 it cm CAROL WAY ROL Ay g 703 2 a v a , ww Cl A 621 0- ir C4 In in !Z Q GLEN ST 5-3 10 owo Fs P cr r,: �� City of Edmonds V41W CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development pern-Lit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent infor mation. (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist . staff in completing their preliminary assessment of the site I -have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Moat_t Name q7?n Street Address a 9 902n City State Zip -2-06-940 -M75 Telephone Signature V U nlljll. Date V STREET FILE r_w=;nionVaw\cw1.doc Applicant Representative: Name +e C44 6 4 54' A\le- /:�10"Jln Street Address 5_'A VK 0 rk city State Zip -4 S '5 - -7 -7 e, Telephone Signature DatT RECEEIVe E) (over) JUN - 6 Z7.72 DEVELOpp4Egr ,r CA FILE NO. CA Critical Areas Checklist OA -oO-cJ3 ---------------- --------------------------------------------- Site In form ation.(Soils/topography/hydrology/vegetation) q-ZZO (Sqs 1. Site Address/Location: "I 064�� 2. Property Tax Account Number: :-5 t I 3. Approximate Site Size (acres or square feet): Z a?O 6� Cr j 41 (E> 4. Is this site currently developed? yes; a no. If yes; how is site developed?--Dne c2j-c i6 6WeJoReot uvlj1-N kouee- 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of I 0-feet over a horizontal distance of 3 3 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: M'1-N Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway 1`� 0 floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? — K-) () — Flows are seasonal? _ — (What time of year? 10. Site is primarily: forested — . ; meadow shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: N 0 — -- ---------- — - — --------------------------------- For City Staff Use Only--- ---------- — -------------- — ------------------ — -- — Site is Zoned? .2. SCS mapped soil type(s)?,41WerwaadR1r-&22 e-ov.,.-I nven ory dicates wetland pres*ent*on site? 110 3. Wetland i t or A. map in ,.4.' Critical Areas inventory or C.A. map indicates Critical Area on site? t�> lotE!cs V./" e -L-h -e-(4 5 S i te within designated earth subsidence landslide hazard area? kq 0 :6. Site designated on the Environmentally Sensitive Areas Map? kl 0 j ^c�_chk.doc; Rev 10/03/97 1 PLANNING DATA NAME: DATE: -7/5-/0-7 � SITE A RESS: 112--,kt d .4v vv PLAN CH&-,X �- 0�7. PROJECT DESCRIPTION: REDUCED SIT E PLAN PROVIDEDJ��o MAP PAGE: CORNER LOTI-(�No) FLAG LOT: (Yes / No N_�� ZONING: 1Z5-j',9-CRITICAL AREAS DETERMINATION #: 0 Study Required: ,��alver UConditional Waiver SEPA DETERMINATION: Ll Fee Ll Checklist Ll APO list w/ notarized form 0 Wedded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ��Exempt SETBACKS: Required Setbacks: / I / -V -V Street: - �2_'E7 Left Side: (2 Right Side: --Ruar- Actual Setbacks: r I -%Q-)L, Street: 7,1;� LeftSide: /0 Right Side: -RU37.r- Street map checked for additional setback required? ffe%±EO�RN 0 DETACHED STRUCTURES: ROCKERIES: L3_F_E_N_C__ES/TRELLISES: LJ BAY WINDOWS / PROJECTING MODULATION: Ll STAIRS/ DECKS: PARKING: RequWed: '�!—Actual:_Zi LOT AREA- I Z- 0(0Q LOT COVEOGE4 BUILDING HEIGHT: Datum Poir Maximum A.D.U. CREATED?: Elevation:_113 6 q. 1:911? / - Height: 2-1 f -7 41 13.11 & 'If SUBDIVISION: :7-000 - LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: QLG� OTHER: NewBPP1anningData.Form.D0C City o Edmohds Development Semices Department 1215" Ave'nue North, Edmonds, WA 98020 Phone: 425-771-0220 Fax: 425-771-0221 Office Use Only FELE NO: 2. LAND USE COMPLAINT FORM If you have distinctive handwriting you may choose toWe this form, Alleged Violator's Name/Phone: Violation. Address or Site Location: DETAILS OF COMPLAINT: (Be sge ifid The City- of Edmonds Investigates possible violations on a corplaint basis -'only. Therefore, the name of the person filing the complaint must be provided in order for the City to Investigate. Name (pWse print): .Phone. - Address: Pursuant to State Public Disclosure Law RCW 42.1731 0(l)(e), the'complainant may Indicgite a request for nondisclosure of their name and identity. if non-disclosureis desired the bottom portion of this forni6 which indicates your identity " a complainant, wiff be� (blacked but) orl to - p blk Or u disclosure,* Please be advised, the majority of.violations are resolved without the release of.complaint mf�rmation. HOWEVER, IF. THE CITY IS REOLJIRED TO USE LEGAU PROCEEDINGS- TO RESOLVE THIS' COMPLAINTAND/OR - VIOLATION.. THIS. - ENTMR . 1RORM..;. AND ff m dy wt want wx lifeaft d[s—closed check dhe box angi &W on -line AMEW -Me DO NOT DISCLOSE MY IDEN SlgnatuF6.-*-. .0 LETTER OF TRANSMITTAL SALINAS CONSTRUCTION, INC. 12912 HIGHWAY 99 South o Everett, WA 98204 Phone (425) 745-6048 9 Fax (425) 743-4610 Lic. #SA-LI-NI*217QG TO t _qi�_y 2LEdmonds 121 5th Ave North Edmonds, WA 98020 ..... . ............................................. WE ARE SENDING YOU: RECEIVED JUN 2 0 2003 DATE r- � 9 F I 1 11 =1 I Q IVr-- j08;NQ.-VF- IV 6/20/2003 ATTEhMON -Ji9anibriVdCbnneII-; RE: Proposed Sidewalk Scorinq Pattern ..... ... . . . .... . ... . .. . ......................... . .......... . ................ . ...... .. . ...... . .. . . .......... .............. . ....... Shop Drawings x Prints Plans Specifications Copy of Letter Change Order Samples COPIES DATE NO. DESCRIPTION Sidewalk Scorinq Detail 43 1 45� . .. . .............. . . . . .. . . ... . .................... ............................. ...... . . .............. . ........ . . ........ . ....... . .... . . . . .. . . . . ..................... . . . ..... . ... . ............ . ...... . ... . ............. ..................... .. . . .. . . . ...... ..... . .......... . ... . . . ...... . .. . ... . . . ...... . ... . ..... . ...... . ...... . . . .. . .. . ...... . ....... . . 7 ....................................... . ..... 7Vr o A I I" . J 'ClAir j .... . .... . .............. ....................... VF.D .. . . . ....... . . I --.jyjII -7�-'L I . A.- -1 MV I — , . . OLAMN RECE AC<Afifi . ..... . ..... ....... ....................... . . ...... ....... . .. jjjN '03 . ..... . . . . . . .. . . . .. . .............. . ..... . . ...... . . ..... . ..... A ACII V7 a a(ve THESE ARE TRANSMITTED AS CHECKED BELOW: x For Approval For Review & Comment For Your Use Approved as Submitted As Requested Approved as Noted 6 MOVC rf ILVV REMARKS: Please call if you have any questions . ........................... . .. . .. . .. . ....................................... . .. . ................. . . . . . . . .... . ............... . ....... . ............. ....... ............ SIGNED: ff endosures are not as noted, Idndly no*)fyat once. A L rj .. - 2' . 2' GRID WITH mEDIUM WIRE BROOM F FimsH =DICULAR TO PEDESTRIIAN FOR CONSTRUCTION REQUIREmENTS IT CONCRETE SIDEWALx 7YPr-hL SECTION ON ORAWM G03 2W go' 28, 2.V CURB AND GUTTER SEE LANDSCAPE PLANS -1 PATH UMIT RL 6! - - . - - - PLAhim AREA is PLAArnNG AREA p Lkqmm AREA L T—F F I M -1 1 1 1 1 11 1 1 L mi, low A it I —ow R. tID WITH HEAVY WARE FOR SIDEWALK OR MULr,.-USE BUS SHELTER 01r, pKqVgsg� _S, SEE DPAWIGS 9SH PEIRPENX-ULAR C-TRAH STANDARD C17 TO CzI :pj&N TRAFFIC FLOW (FUTUM By OTHERS) _SColaNG DEML -------- BUS IURNOUT , tj NOT TO SCALE REPEAT PATTERN LIGHT BROOM FINZR PERPENDICULAR f 10 pEoEsTRLAm TRAFnc 12' % 12 _12 7ME !,I 4 U 2 3' SHINER wrrN 1/2 RADIUS .1/2* TOOLED RADIUS EXPANSION TOOLED CONTROL Jo1wr &P.) USE RECMI.D I r JOINT Oyp nN600 ENPANISION JONI SYSTEM. N&H Wff� PEPANDABLE CAL" RAMP AS P R WAY( wtRE ROOM F1 Ro PERPIDOC gipg—RETE-SIVO" CITY of ULA69 TO PEDESTRIAN a CONOVEM R TPAFM FLOW SPE S TO 41 REPEXT PATrUN I PERPENDICULAR io*-D*, I LIGHT BROOM FINIS� To pMMTRIAN TRAFFIC 12 INER I EA. SIDE) 10 min 11� , b Im 1 2 I/ PADILIS T-1 SWMINER WITH 1/2' BROOM nNtSH PERPENDICULAR 1/2' TOOLED RADIUS EXPANSION —/3 D To pEDESTI" TRAMC FLOW JOINT (Tw,) USE RECE ED TOOLED CONTROL JOINT (TyP-) o(pAwoN JOINT SYSTM FINISH VATH EXPANDABLE CMJLK SEAL _%._fi1ffNTL—P 00 10 opmeltm NOT 70 S H I . ALL WORK WITH THE CURRENT WSCOT PancATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSIR 2. 114E CONCRETE SHALL BE CL 4000 (UK) AND SKALL REACH A NININUM COMPRESSIVE STREWN OF 4,000 PSI PRIOR TO AUov4Ho TRAMC LOADING. 3. jr ENTIRE (;ON=% CROSSwALx IS NOT CONSTRUCTED USING A SINGLE POuqk THEN A CONISMUCTICH JOINT SMALL BE PROVIDED pER THE CONSTRUCTION JOINT DETAIL THt LOCA7110H OF TI`IE COWRUDTION iDiW SK� BE AT THE LOCATION OF A PLANNED CONTRACTION JOINT- 4. If THE SOIL 15 700 WEAK 'TO -ACHIEVE COMPACTION. THEN rr SHOULD 13E EXCANAIM TO A DEVI% OF AT LEAST IS INCHES Me REPLACED WITH GRAvEL BASE. THE LOWER 12 INCHES OF THE GRAVEL SAM SHALL BE BQJAST. THE sHOUILD BE PLACED IN A SINGLE LIFT ON TOP OF SIMRADE OEOMITILE FABRIC AND OOMPACTED Usm SIM ROLLING TO A MINIMUM THE REMfjNDER Of THE BAJ=LJL OF 93X OF ASSH70 T-" IAAXIMUM DENSITY IN THE UPPER a 'W.(ES or THIS UFr' AA.S T MAM ENSIT1 SHALL BE CRUSHED SUIRMING BASE COURSE AM SHALL BE COMPACTED TO 9SX OF 14 0 T-90 MUM D CROSSWALK AREA $HALL BE PROTECTED -AND KEPT CLEM OF ANY BITUMINOUS MATERMI-%, ev im rwrTAII 5. TIiE CONCREIL aw-r�& w JOB MA6ERR CjTY OF hm AS NOTED TS31 a im Im DA YE 11 ODMAL 01 04-02 VANCOUWR D AVENUE K DETALS pRAiwG NU&MER T831GC42 .WEET 47 OF 107 0. ----------- r . — cb 2 SEE LANDSCAPE V x I* GRID SCORED PERPENIDIC" 70 PLANS CENTERUNE OF THE ROAD. FINISH WITH LIGHT BROOM FINISH. I, w1w. SEE DRAWING 003 FOR TypC#1 SECTION cEmEmr CONCRETE MEDIAN SOONNG DETAIL 1/4 . WIDE FORMED 'MNT SEALANT RESEMR. FILL VM POURED JOINT SEALWT- 1JL VJS x 24' DEFORMED TIE am, CENTERED ON JOINT. SPACED AT 48' O.C. CROSSWALK DUALS NOT TO SCAUE 2' 2' GRID. SCDRM PERPENDICULAR TO PEDESTRIAN TRAFFIC FLOW. FINISH WITH MEDIUM BROOM AND 1/2- RADIUS TOOLED JOINT SC . DIRE CROSSW"'FiEUD AS INDICA7ED PERPENDICULAR To PEDESTRIAN TRAFFIC fLcw. FINISH wrrH NrAvY WIRE BROOM AND 3' SHINER AND 1/2' R"S TOOLED JOINT 8, MIN. 1. 2. (Typ-) E 6, ho., 1 MAX C".) 3 = ME �. M so WEE BROC TO P RAMP TE)TURING TO BE DOME WITH AN EXPANDED METAL GRATE PLACED PND REMOVED FRw wEr CONCRETE To LEAVE DIAMOND pATTEM4 kS SMOWNL THE LOW AXIS OF THE OLAMOIND PATTERN — i ar PARM LrL To THE RAMP. GROOVES SMALL BE 1/5' 1 L CONTRACTION JOINTS SMALL BE SAWED. L4--E CONTRACTION JOINTS SII4KLL BE LOCATED SO THAT THEY COINCIDE wrrH I'x2' GFoo SCORED IN THE cROSSwALK AND SMALL BE PCfMT or TAN CURB SPACED SYMMIETRIC-AL ABOLI? THE CENTERUNE ACROSS THE CROSSWJX (SEE DETAIL) JOINT SMALL ALIOW WITH SKE LAME TYPrAL CRDSSWALX SCONNO AND JOINT LOCAMON NOT TO SCALE !3MwALX WHEELCHAIR RAMP TEKnJRE DETAJL im To wALr CONTRcrom OR CCI1wRUCTm jawr (wP.) HENW YARE- BROOM FINISI, MEDIUM - BROOM FINISH to TOOL CONCRErE I NOT TO SCAI FEDEFIAL CONTRACT NO. TA-12121 FEDERAL AID NO. H31-IM (022) 1 I I I LEGM WEW FIFUNG DEPT PLAN BIE FOUNTAIN BACKIFLOW PFIEVENTER SKALL BE INSPECTED BYCITYOF EDMONDS I WZ12'?bE CONNECTED .al 2) W1`Nr1 No TO THE DETENTION SYSTEM. 4;XX z —j —A— HO )SE t. C\j CONCRETE D-RIVE I —1W --WER E-ASEM—EW 7 12 c I I —1. 12 ,rr V %-c 07, N' HOUSE THRE94OLDq"_-33 .11 w EXTR am -Do. F'L - HFjCHT CAl Q11 ATION IMPFRVIOUS qURFACE CALCULAT101i InT rOVFRAGF CAMILATION Building at Max. Extents NW Comer *A" 362.33' 3281 S.F. of First and Second Floor 3281 S.F. SW Comer "B" 362.83' guilding Pad 1809 S.F. Uncovered Do& 30- SE Comer "C" 371.50' patio Ind fountain and ext. stairs or more above grade 179 S.F NE Comer .'r 37 1.00' Driveway UTcovered Deck 1059 S.F. 179 S.F. Covered Deck 241 S.F. 1-1 SF 1467.0074 Covered Deck 241 S.F. Eave over 30 Save not over irnperm. surface 181 S.F. average 36&92' Total 3882 ht. allowed 25.00' Total 6,750 max ht. 391 921- &E- 391;11.5" W y b.kkV W.Phd. Snw gr� a a. N89*5315T - — - — - — - — - — - 126W — - — — - fto. CO. 6. Co' 61 '-A.. AS PU NOV. 19�5 IlAt 2 CASCADE DRIVE W - - - - - - W - - - Wd VW" ;w- cBII9"364.S3' SSMH R04.364.98' a- pvc L IE.3 Sarkd COW I 6'PVC E-W V" CTRR. CH. IE-353-- 4 ------ So - - - N891SVI S &#V 70f 3 1 If % r —V- ---------- < WTW W019 ..TA" - — — — — — — — — — — — — — — — — < NEW RESIDEN(Z OUNIMMd"bAn t .1 —r— V OE � I �Ay 74 petau �o petenton wier L —1-1111PAF ��"j Sathwk Nft IF — C371.501 1 1 $89-34-215-E 162.011 ftN,,y LI- -311- �m I 2020492.dA,.W.1 .M. OTHER Zed — HEIGHT RECEIVED JUL 9 2002 ING DEPT. drl—y E: 1--30' APPROVED BY PLM E FILE DATE RECEIVED PERMIT EXPIRES CITY OF EDMONDS 'USE PERMIT ZONE NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT ADDRESS aA�2 0��/o OWNER NAME/NAME OF BUSINESS \7el?14 00 PLAT NAME/SUBDIVI SION NO. LO LID NO. Z�V/ 1 Slam LIP FEE $ I r MAILING ADDRESS w z �6 VJ 6 W&A I 0 PUBLIC RIG'HT OF WAY PER OFFICIAL STREET MAP EXISTING — PROP ED TESCP Approved C3 RW Pennit Required Street Use Permit Req'd 0 Inspect on Required Sidawa:k Required CITY ZIP TELEPHONE ,4 2 'IL!�F — 418 REQUIRED DEDICATION- FT Underground wiring required NAME WArM METER SIZE (I 34 LINE SIZE NO. OF FIXTURES PRV REQUIRED YE NO t- ADDRESS MAW REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z z :224- CITY ZIP LEPHONE I qS6 g. e 7,�; 7,:9-41. NAME PAL — !ENGINEERING VIEWE REWD7E �j e it, cc ADDR S 119� 7 ED BY FIRE1 REVIEW DATE CITY zip! TELEP HONE Z 0 _s STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY VAP1.IANCE.OR'C r: SHORELINE 0 ,R;AD I B INSPECTION REO'D BOND P TED PS YES �k<o SEPAREVIEW'::'�.�� POMPLETE EXEMPT�.. .�.�.�SIGNAREA "ALLOWED�, "'PROPOSE HEIGHT AL40WED PROPOSED PROPERTY TAX ACCOUNT PARCEL�Nb. =:�k66'_0z- _001�1 _01 EXP ;&NEW RESIDENTIAL PLUMBING MECH -LOT COVERAGE ALLOWED....�P ROPOSED, SETBAP (FT) ED KS FR �,SIOE,�` PROPOSED SETBACKS (FT.) R SIDE ADDITION COMMERCIAL f] C3 COMPLIANCE OR CHANG E OF z USE REMODEL E] APARTMENT [I SIGN z 5 �REQ'D.. PROVID �.AAEA' ;_A PLANNING �Ft EVIEVi ED B ADATE! _j REPAIR G Ni FENCE 0 7 — CYDS X FT) DEMOLISH 0 TANK 0 OTHER� 7 h MA/s or*"nof GARAGE 0,:'�RETAItN2 WALL CARPORT -66K .7. 0 RE�,EW,A,( il Ah �_ 4�. - 4 P Ina (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIW� CHECKED BY..: TYPE OFCONSTRLICTION.,�, . C 1-7 T OCCUPANTV2 -GR /tmu r� P-o5S/j)6-AJC4j_ e _66,&6 z NUMBER NUMBER'00' CRITICAL S . P IAL IfkP TOR ]AREA RE IRED YE S Ck U OCCUPANT LOAD A, 4E OF D STORIES DWEL(IN'G, UNITS- AREAS -NUMBER 3 DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER'UBC 106/FINAL INSPECTION REQ'P 0 A/e,z) Ttdj' —57LDA67"�: 5/46 7!7 A, I i C7,—::L4 i 4 J , ", , I VALUATION FEE PLAN CHECK FEE - GL W HEAT SOUFJCE �)ZING LOT S P bUILDIN'b 74P g� 21w, . I PLAN CHECk NO: VES _D DATE- JPLUMBINd . ..... MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NO#ED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL X-Z SEPARATE PERMISSION. STATE SURCHARGE PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES 1�01 SEE BACK OF PINK PERMIT FOR MORE INFORMATION coo -APPLICANT,'ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENO. INSPECTION FEE . 300 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE .j DEEMED To MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT 0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." TOTAL AMOUNT DUE I HEREBY ACKNOWLEDGE THAT HAVE READ THIS APPLICATION; THAT THE INFORMATION � GIVEN IS CORRECT., AND THAT AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION.CPI.,THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMENrQb�0\INSATION INSURANCE AND RCW 18.27. I DATE SIGNED SIG�N (425) F C AT OF IALS SIGNATUR DAT �(OWNERNT 1. Jul- 2-- A 771-0220 KA - 1 RELQASED BY AT T ATTENTION EXT 3133 066 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 [A� frz j A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 , FAX ORIGINAL -FILE - YELLOW- INSPECTOR PINK - OWNER - GOLD ASSESSOR 5198 - FINISHED EXISTING FOUNDATION EXCAVATION A 10 sq. feet x 120 linear feet = 1200 cu ft 1200 cu. ft / 27=45 cu.yds. Excavation Sections Its 9 CD 9 FOUNDATION EXCAVATION B 7.5 sq. feet x 159 linear feet = 1193 cu ft 1193 cu. ft/ 27=45 cu.yds. 9 zo FOUNDATION FOUNDATION EXCAVATION C EXCAVATION D 11 sq. feet 26 sq. feet x329 linear ft. =3619 cu. ft. x1 52 linear ft. =3952 cu. ft. 3619 cu.ft 27=1 34 cu. yards 3952 cu.ft 27=1 46 cu. yards Volume Areas Grading Plan L. Site Section B Site Section A FINISHED GRADE EXISTING GRADE Ivi AREA A -23 ft. x 44 S.F. depth =37 yds fill AREA B-39 ft. x 110 S.F. depth =1 58 yds fill AREA C-26 ft. x 142 S.F. depth = 136 yds fill AREA D-1 0 ft. x 106 S.F. depth =39 yds fill AREA H-no change AREA G-44 ft. x 36 S.F. depth =58 yds fill AREA K-nochange AREA L-25 ft. x 34 S.F. depth =31 yds fill See Volume Areas Grading Plan =459 yds total excavation AREA D-22 yds Excavation C =22 yds excavation AREA E-21 ft. x 26 S.F. depth =20 ydS Excavation + 27 yds excavation D 47 yds excavation AREAF-10yd ExcavationD =1 0 yds excavation AREA 1-24 ft. x 11 S.F. depth =1 0 yds excavation + 60 yds Excavation A =70 yds excavation AREA J-1 3 ft. x 24 S.F. depth =1 1 yds eKcavation+ 60 yds Excavation A = 71 yClsexcavation AREA M--241 yds excavation B, C, D =241 yds excavation See Volume Areas Grading Plan =461 yds total excavation T ---------- ----------- �'S D -------- o cn 0 0 L6 CL) M B .0- 7'-0" SCALE: 1 "=20' FILTER FABRIC SECURED 70 21 X 21 14 GA. WIRL FABRIC EQUAL 21 X 21 WOOD OR. EQUIVALENT 81- 12, HOUSE 1 O'SAN 7.5P MENT N8�-��28-\(V -- 1_ 12 77' 00010'5 "W ---ss - ---- -- 9-.451 vv�- - ---- ------------- ---- - ---- ---- S MHR =359\46 61" CONC E-W, ll�=355. 9220 Cascade D "JOHNSON" r-- OWNERICONTRACTOR IS REEPONSIBLE FOR EROSION CONTROL AND DRAINAGE B, FILTER FABRIC MATERIAL IN -1,5' WASHED GRAVEL IN CIINTINIIU,'� ROLLS. USE STAPLES PLACE 3/4' OR WIRE: RINUS TO ATTACH THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE, FABRIC TO WIRE. i. WIRE MESH SUPPORT FE�k Z TO SUPPORT FILTER FA*4ir-, ZD------------------ 4.4 ru BOTTIOM OF FILTER MATERIAL S' TO 12' 6' MAX, - 11 -2' X 2' WOOD POSTS OR EQUIVALENT CUNTRAC TOR/ DEVELOPER SMALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL Filter Fabric Fence CY) LO b Excavation A Excavation B Excavation C Excavation D Excavated Founi - showing location of Excavation Sections N89053'1 5"E - - — - — - — - — - — - — - — - — - — - — - — - — - 126.50' CASCADE. DRIVE STING116 VV V I -w -------- ------- - --------------- ----------- W --------- ---------- W- WV N x dope- 44W 164( JAAN 366 I — 0 11 L- -------- 7--- �'S D --------- El U Property Line CD 0 C:) 0 368 ----- (JI. 0 Dt b 1 0) % filer fabric fencl rn -369'- /2" 67-4' .4 — — — — — — — — — — — — — — — — — — — — — — — — 1� kU ja N. jArfi Drair 0 LN co . . . . ... ...... to — — — — — — — — — — — — — — — -36 '-2 1/2" FOUNTA N 320 S.F. b -367'-5' T1- % 0 1 grad C:) -369�5-' -3tV 1 C) % % 1-11 � — — - - z r-3-7u-,Iy 3 -0" -0" 01.')Al\l n� Surfacewater �368' 7� 162.01' \�170perty Line '4 sewer yl I 10.01 10.00, 67. to�G01041 11 4'28"E 92nd 3.00' Ave.W. �A 20204 92nd Ave. W. 11.2 0) Ell 12,018 sq.ft. 367.5' im MIN. RADIUS 4'-81 QUARRY SPALLS e-i2, MIN, DEPTH CON SCALE: 1"=20' EXPOSED SURFACES TO BE COVERED WITHIN 2 DAYS Note: site slopes 8' in 80' or 6 "O/G & SIDEWALK FORM INSPECTIONS REQUIRED C)p - RIGHT-C' �ONII ii4socr- Ulf ,TICN AMIT Ahu ACCEPTABLE' '111GHTLINE MATER!i.1 SDR 35 SCH 40 N -12 F810 HANCOR vvvvv_vv-- PROVIDE FULL WIDTH [IF INGRESS/ EGRESS AREA APPROVED AS NOTED CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTMN ENTRANCE BY ENGINEERING DURING THE CONSTRUCTION PERIOD, ICITY INSPECTION REQUIRED ON ALL EROSION CONTRO Date: MEASURES BEFERE WORK CAN BEGIN. Construction Entrance T14';!MFORARY �71JCTION L;N i2ANCk LEGEND EXISTIING GRADE PROPOSEDGRADE FILTER F ABRIC FENCE SURFACE DRAIN TIGHT LINE �r- IVED Qu 2002 Ct,; CT REVISION DATE BY MARK REGISTERED ARCHITECT IEN OF GTON architects Member of The American Institute of Architects Stephen Waite, AIA 324 Main Street Edmonds, WA 98020 phone (425) 774. 5533 fax (425) 774. 1930 wa itearch@compuserve.com The Salinas Residence PROJECT LOCATION: 20202 92nd Ave. W. Edmonds, WA 98020 0 2002 Stephen C. Waite, AIA. PRINT SET: PERMIT SUBMITTAL This document has been prepared for Permit Application and is subject to review and modifications by governmental agencies. DATE: July 15/02 10111110 .......... IE I", Z-40-zaz- ED JUL 18 2002 DDELOPMENT SERVICES CTR. C', I T Y - 0 F E D �,A, 0 N' D S FINISHED EXISTING E2 9 N FOUNDATION FOUNDATION EXCAVATION A EXCAVATION B 10 sq. feet 7.5 sq. feet x 120 linear feet = 1200 cu ft x 159 linear feet = 1193 cu ft 1200 cu. ft / 27=45 cu.yds. 1193 cu. ft 27=45 cu.yds. Excavation'Sections (D -------- - -- ss—__ I b V) 07/ 1 79 W L6 LO ZD FOUNDATION FOUNDATION EXCAVATION C EXCAVATION D 11 sq. feet 26 sq. feet x329 lin ear ft. =361 9 cu. ft. x152 linear ft. =3952 cu. ft. 3619 cu.ft / 27=1 34 cu. yards 3952 cu.ft / 27=1 46 cu. yards moll Rk gvil OXAMOM Volume Areas Gradinq Plan I i L IVI Site Section B Site Section A FINISHED GRADE EXISTING GRADE SCALE: 1 "=20' FILTER FABRIC — SECURED TO 2' X 2' 14 CA, WIRL FABRIC EQUAL 2' X 2' W1313D OR EQUIVALENT' 8'- 12' AREA A -23 ft. x 44 S.F. depth =37 yds fill AREA B-39 ft. x 110 S.F. depth =1 58 yds fill AREA C-26 ft. x 142 S.F. depth =1 36 yds fill AREA D- 10 ft. x 106 S.F. depth =39 yds fill AREA H-no change AREA G-44 ft. x 36 S.F. depth =58 yds fill AREA K-nochange AREA L-25 ft. x 34 S.F. depth =31 yds fill See Volume Areas Grading Plan =459 yds total fill AREA D-22 yds Excavation C =22 yds excavation AREA E-21 ft. x 26 S.F. depth =20 ydS Excavation + 27 yds excavation D = 47 yds excavation AREAF-10yd ExcavationD. =1 0 yds excavation AREA 1-24 ft. x 11 S.F. depth = 10 yds excavation + 60 yds Excavation A =70 yds excavation AREA J-13 ft. x 24 S.F. depth =1 1 yds e)(cavation+ 60 yds Excavation A = 71 yds excavation AREA M--241 yds excavation B, C, D =241 yds excavation See Volume Areas Grading Plan =461 yds total excavation Bff FILTER FABRIC MATERIAL IN PLACE 3/4*-I,S' WASHED GRAVEL IN CONTINOU'S ROLLS. USE STAPLES THE TRENCH AND ON BOTH SIDES OF OR WIRE RIN6S TO ATTACH FILTER FABRIC FENCE ON THE SURFACE, FABRIC TO WIRE. M R WIREE MESH SUPPORT FE�k To S cu UPPORT FILTER FA*41C. ZD---44- -- — --- ------------ t 11 11 -C];;RY ni 130TT13M OF FILTER MATERIAL S' TO 12' 6' MAX. - 2' X 2' WOOD POSTS OR EQUIVALENT CUNTRACTOR/I)EVELOPCR SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL, Filter Fabric Fence 10, E 7. HOUSE ENT N89-��28-�V L 12 77' 00010, 11W - - C91-.44- 61, S MH =359 48, A 6" CON E-W, 1 =355. '36 (J=tl oop LfK - -1 1 -D�- 10 ..001.. �n 1 0 0 0) .f Area Drain filer fabric fencl M 0 'oe M 369'- /2" 1-i 0 1-11 1 0 01 L30!4� — Y. Area D -r' iEiiii 2 — — — — — — — — — — — — — — — — — — — — — — — — C-,4 C14 LO FOLINTA N 3 0 — — — — F. -367'- S. C:) -369�5" 0 369,-1,, C) z urface water �368--O" T-O" 9220 Cascade D "JOHNSON" 10.01 10.00, 162.01' roperty Line sewer 371 01 easement 67.5 LO to202O4 b 890 4'28"E T- — — "' 92nd o Ave.W. 0 3.00' 20204 92nd Ave. W. 11.2 OE" 121,018 saft 3 (0( cc co F co 1.5' 367.5' CV) 1-1 Excavation A F-1 Excavation B Excavation C Excavation D Excavated Foun( - showing location of Excavation Sections -DUr- 7PQ�—rl '.*jrt/ I -SEE A?w SK F&R, IX,-TAI'L 0— W6 �Dy- WAtt-K ISEWM N8905311511E JJL 4 - — - — - — - - — - — - — - — - — - — - — - — - — — - — - — - — - — - WV EXISTING 6" 126.50' CASCAD DRIV Er. ---- ------------------ W ---- ------------------- ------- W- ------------------- vv-. WV WATER MAIN �361# low 0 066 ss 1A Mir- �'S 1) C/) T lr!'-.4� Prone ne inq & Drainage Plan MIN. RADIUS 4'-Bw OUARRY SPALLS W-lar MIN, 12EPTH SCALE: 1 "=20' Note: site slopes 8' in 80' or 6% ,R1,,,,.,,.WAY CONSTR'jGT1oJJ PEHM11T O'lij) INSpE(;TION REQUIRED OWNER/CONTRACTOR IS RESPONSIBLE FOR EAOSION CONTROL AND DRAINAGE TEMPORARY CONSTRUCTION ACCEPTPU�! TIGHTLINE ENTRANCE REQUIRED MA . il'�--RIAL SDR 35 SCH 40 N -12 ALL EXPOSED SURFACES TO F810 HANCOR BE COVERED WITHIN 2 DAYS �� t PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA APPROVED AS WOTED CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE BY ENGINEERING DURING THE CONSTRUCTION PERIOD, CITY INSPECT113N REOUIRED ON ALL EROSION CONTROIJ Dat e: MEASURES BEFORE WORK CAN BEGIN. Construction Entrance LEGEND EXISTIING GRADE — — — — - PROPOSED GRADE FILTER FABRIC FENCE SURFACE DRAIN TIGHT LINE R E C 11F I V E D J U L 1 9 2602 BUILDING DEPT, REVISION DATE BY MARK REGISTERED ARCHITECT qPHEN C WA7E TATE OF WA�HINGTON Stephen Waite, AIA 324 Main Street Edmonds, WA 98020 phone (425) 774 . 5533 fax (425) 774. 1930 waitearch@compuserve.com The Salinas Residence PROJECT LOCATION: 20202 92nd Ave. W. Edmonds, WA 98020 0 2002 Stephen C. Waite, AIA. PRINT SET: PERMIT SUBMITTAL This document has been prepared for Permit Application and is subject to review and modifications by governmental agencies. DATE: JULY 15/02 Y IYEK ff E R E4 C jut BUILDING DEPT. Rr,,, o, F LEGEND EXISTIING GRADE PROPOSED GRADE o MONUMENT IN CASE REBAR & YELLOW CAP, LS #7892 0 SSMH SANITARY SEWER MANHOLE CB CATCH BASIN FH FIRE HYDRANT w WV WATER VALVE WM WATER METER GM GAS METER LIGHT POLE EJB ELECTRIC JUNCTION BOX 0 FP FLAG POLE W- UNDERGROUND WATER -SS- UNDERGROUND SANITARY SEWER -SD- UNDERGROUND STORM DRAIN -o- UP, PP UTILITY POLE/ POWER POLE ->(--->< FENCE X THRESHOLD ELEVATION X 123.45 SPOT ELEVATION CONIFER TREE DECIDUOUS TREE C = CpnAp HOUSE CONCRETE DRIVE A = APPLE 10'SANITARY SEWER EASEMENT F=FIR CH = CHERRY 7.5'A CESS EAS MENT JM = JAPANESE MAPLE DEC = DECIDUOUS (2)8"C MADR = MADRONA property line --------- I 'I note: see Structural ---------- I Max. allowed height = 375.43' Engineer calcs. Max. allowed height property line attachment for dimensions and bar 371.76' to 375. 00' note: see Structural Engineer 1\ calcs. attachment for sched. ---------- I dimensions and bar sched. proposed _-N I ro new grade 371.00- proposed 367.00 -(D- top of wall 370,66'top of wall 9 proposed 364.76'to 368.00' new grad 368.43' original original grade (to be 366.66' grade (to be removed removed on north side on north side of wall) N of wall) proposed sidewalk (+/-) 364.00' 9 p proposed sidewalk (+/-) 364.001 existing curb (+/-) 364.00' B I existing curb 364.001 note: walls are for 091 planning 0 4i tspf P�r�AJIAJ'rf WAJ-- -i W-&L-� department use. W4-1� rr� - TdNT-,I Section West Retaining Wall W Section West Relainino Wall 1/411 = 1 1-011 2 1/41' 1 1-01; rw � �2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - N89053'11 5"E 126.50' AS PER NOV. 1975 PLAN CASCADE DRIVE 21.5 % x 2'= 0.43'. W 368.001+ 0.43'= 368.43' "oriainal orade". DATUM APPfROVED BY PLANI�INU FH 2 L164 368.43' + 7.00' = 375.43' - max.top of fence elevation. SSMH RIM=364.98' 1�,V/ A/0 N89 34'2811W W Proposed top of fence elevation 370.66' r / __ __ ' ' " 6" PVC E-W 19 77' CB RIM=364.53' I 1� WM PVC VAULT N00010'53 I MARKED "E" ----------------- -- ----------- ---------- ------- -266 /off ---- -- ----------------- 9-45! ------- 1/� -368 368 33'-1 5/8" SS N N89053'1 YE T_ - ___7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cli 84 48' 10 Property Line - 'Udall p1pe T.O.W. SS H RIM=359.4 ......... )6 % .00, new grade 6" C NC E-W, IE= 55.2' W. 371.06J GRADE BEHIND 366.766- 06, CA T.O.W. 374.00] ote: b�o ............ Foundat snall not % enter detention system % 00" control boxes - titeline a % "Oz (D CIO nter ouffall sid of de nt' LID C box.. 0-1 I MAX.GRADE BEHIND 370. Of % A 65E % x 2' = 1. 29'. 358.00'+1.29'=359.29' "original grade" 359.29' + 7.00'= 366.29'top of fence elevation. M 81.0 % x 2' = 1.61'. 358.00'+1.61' =359.6l'original grade HOUSE 359.61'' + 7.00'= 366.6ltop of fence elevation. - FP 0 23.4 % x 2'= 0.47'. 360.00'+ 0.471 ='original grade 360.47' + 7.00'= 367.47'top of fence elevation. 3 typical 26.0 % x 2'= 0.52'. see 360. 00' + 0. 52' = 360.52' original grade structural 360,52' + 7.00'= 367.52top of fence elevation. detail `I_� NO I 42.8 % x 2' = 0. 86'. 360. 00' + 0. 86' = 360.87' original grade 360.87' +7.00'=367.87'max.topofl�nce 9220 Cascade DR. "JOHNSON" WO ENTR IRON FENCE co 30 F BRICK STEPS RR TIE W CI (0 CY) .......... .............. R 58.8 % x2'= 1.17'. - - - 11 Setbac r 54.00'+1.17'=365.17' "original grade" 365.171 + 7.001 372.17'max.top of fence elevation 'N NN N 82.3 % x 2'= 1.65'. NIS 0 �62.001 + 1.651= 363.65' "original grade" E cc vation L�63.65' + 7.00'= 370.65'top of fence ele 0 0 53.2 % x 2'= 1.060. 360.00'+ 1.064'= 361.06' "original grade" 361.064' + 7.00'= 368.06'top of fence elevation. C) rn cn c1r) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn M )> NEW RESIDENCE Y, LL 0 CL 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LO--- - - - - - - - - - - - 14'_10 112,, r DRIVEWAY A- 10'-0'- Pr erty Line F* (D 2 0-,, 17'�3" REVISION DATE BY MARK Engineering 01106/03 Dept. r mments Engineering A2 01/06/03 Dept. 6718 REGISTERED ARCHITECT STEPHEN C. WAITE TATE OF WASHINGTON AM, Member of The American Institute of Architects REVISED PLAN APPROVED Crff OF EDMONDS BUILDING DIVISION Stephen Waite, AIA qOA RA ; C Lu C1 11 L1 Wul. M Setback line PLANS EXAMINER Edmonds, WA 98020 9 phone (425) 774. 5533 g ade 372.00' proposed 369.53' ff patio proposed grade weep holes 10.00'o.c. typical propo radel, 'DATE fax (425) 774. 1930 1.1 2 '1 - I X -7/07� ...... 69.00-1 L.! 368.25J waitearch@compuserve.com ... . . . . . .. 18`-11 1/2" 11 13'-1 1/2" L /I ing n ..... -. -27 77 77 (P e ol �A 8'-S 11Z, X-8 ld' 31-611 U__ Property Lir e _�� I e 1,_1 I i/2" L 35 1 '-2 1/2" X-O" max.high 14'�q 1 f f 24'-0 1/2 wall for sight 1/13" /1 / t-f 11 '1 48'-3" 1 T.O.W. slopes 1-0" 1(-) above adjacent "original grade". b 00 to 0 S8 03428"F: T_ I - __19.5 % x 2' = 0.39' . 26.6 % x 2' = 0. 53'. o 0 o 23.00- 362.00' + 0.39' = 362.39' original grade 366.00'+ 0.53' =366.53" original grade z 362.39' + 7. 001 = 369.39' top of fence 366.53' + 7.00' = 373.53 top offence DIRT \ I 7.8 % x 2'= 0.15'. 370.00'+0.15' =370.15'original grade 370.15' + 7.001 = 376.15'top of fence 20204 92nd Ave. W. (P 44" 11BOE11 (0 CV) CV) 00 C.0 44'-111 1+ Proposed finish grade 72.8 % x 2' = 1.45'. 370.00'+ 1.45'= 371.45' original grade 371.45' +6.00'=377.45'topof fence 161-511 & 161-511 ITO.W. 3745�1 1�j typical see structural detail clearance. \- 371.00 max ,lop of fence. co 370. 00' original grade (at section cut) Max. 3.00'(to 373.00'max.) high fence allowed within 10.00' of property line. 111-911 It T.O.W. 370. The Salinas Residence PROJECT LOCATION: 20202 92nd Ave. W. A r% 1=r1mnnri XA/A ClAn)lr) I-KOVED AS WO -I -EL) 3Y EN INEERING 2002 Stephen C. Waite, AIA. PRINT SET: RECEIVED , A,,,'L,7,Z 017111 M JAN - 7 2003 This document has been prepared for Permit Application and is subject PERMIT COUNTER to review and modifications by governmental agencies. DATE: 06 JAN/03 SHEET NUMBER: SCALE: 1"=10' 14 of 2 REED & ASSOCIATES, PS Civil & Structural Engineering REED & ASSOCIATES, PS 8311 2,12th St 8W, CdMoriclv, INA 96028 Civil,& Structural Engineering REED & ASSOCIATES, PS 831 2121h St. SW, Edfriords. WA 08026 Civil & Structural engtrieffilrig Office (423) 778-2793 Fox 1425) 776-2073 4 0 1 Office (425) T78-2793 Fax (425) 775-2073. 8311 212th St. SIN, rdinonds. VVA 9802D Officit(42WIS-2793 P.X(425)"5.2073 Job# 02-670- Detail # Job# 02-670. Detail # Job# 02�670 - Item or Detail # 3 property llne all rowy ling property line 310 31' sit 311 L, t Z :11 A proposed gradai W at Vq 16% 57011 -W 0 "Ole. -LWX "i H fS 1 %0/ *1ve 1611*4 0/otdlo o .21ki-A . I - - - I-. . `YH G Id Q/� S�,5 or r,+IL- iA Z. a W 12, �e_ EX IS T-I AC C, V A 4. f.- rating wall EX is 77NO- - fto. DA'AAMAN dtalm. tV Wd"d J 4 11:r' 00 IM: e srAivDAK0 HO*kS city S *walk k 4,AP 12. OAS� 0.� - WAttlab. I? ?I b (S) Moont, 14 fing F- X15 ArC- F TC-' '0/4'0 48C.ONT Sectlon North Wail N Section West Wall rlv7"N Sectlon South 11 _,�o scale - no liCS19 r REED & ASSOCIATES, PS REED III ASSOCIATES, PS REED & ASSOCIATES, PS eml A struccoad Erramai.fto MISSIM1.1112141 ... mg e311 212th St. SW, Ed..W.. WA 95026 831 212(h $11 Silmond..WA 0802a Ir.who Offla ,2,) 7742Wr'03 Fax (426) 775-2073 1113 1 al 2 132t I h. St 1-61 W. IE d do. WA M a 0 2 a 4 QM I Dfflix 1425) 7782793 Fox (425) "S-2073 4 01 4 Of Officne (425) 778-2703 Pax (425) 775-2073 JOI)o OA. --dro - to Job# 0A -670 - Item or Detail # 6 Item or Detail # Job* C,2-i!�70- Item or Detail F11 �j -------- 7-0 W/7-/-/ R- . . "Od VAY F�" RUIA T,15 TIC 10; OAZK�5 f, Lk/ salinas property Property +367.87' line proposed top of fence +363.87' proposed top of ret'g. wall 1 +363.87' proposed grade A + 360.95' +360.1'' original grade existing top of retg. wall existing retn'g. wall West Retaining Wall - look I i I no s I outh) 1\�,3JA 1/4 = 1 -011 Fence line Property line Salinas prope + 373.00' rty top of fence allowed + 370.00' top of fence + 370.00' top ret'g. wall + 370.00' +3 original g . ..... proposed grade South Retaining Wall I\JA lookina west) 1/411 = 1 11-0111 ",d ^07 ,YIN. _1e;1lSf-0 Salinas property -j4 + 367.52' proposed top of fence r+ 363,.52Z' proposed top of ret'g. wall F+ 363- 5Z DrODOsed grade a% I:_X4AVhT10AF h P"IfA T T/ sTu ]z 13, 5-0 'L�z -/ . 11, lip 7. VA-r-i5�v (/-7/oo, '2 "(�kP 9-0 \L AA-C-A D_A4 0 t1A-,V Property line + + 360.95' original grade existing top of ret'g. wall LIME MIMI existing retn'g. wall West Retaining Wall (look,i,na s,outh) ��3 JB 1/4 = 1 -011 Fence line Property line Salinas property + 377.45' top of fence allowed + top of fence +370.111 top ret'g. wall + 371451 original +370.111 existing ra e � + 369.00' 1 proposed grade Salinas property +367.47. proposed top of fence + --I 363.4T proposed top of ret'g. wall I + 363.47' proposed grade Property line + 361(l) 111i� + 360.95' original grade existing top salinas property + 368,06' proposed top of fence + 364-06' propose top of retg. wall I + 364.06' proposed grade I + 361.06' -T_ original grade Property line +362.72,1 existing top of ret'g. wall - i M existing ...... retn'g. wall West Retaining Wall rw_,� look,i,no south) 3F 1/4 = 1 1-Y of ret'g. wall existing jI)==fi retn'g. wall 1: 7 7 West Retaining Wall look lillno slouth) �, �3Q 1/4 1 -011 Fence line Property line +376.15' top of fence allowed + 375. C top of fence +372.0011 top ret'g. m I_ + 370.15' origii - ade + 369.16 _49ig-19-47-41M South Retaining Wall ��l B� lookina west) 1/411 = 1 1-011 existing grade 4 salinas property __J +366.61 LJ__ proposed top of fence + 362.61' proposed top of ret'g. wall F+ 3632 61V 4 salinas property + 37" "), E� !il Property line proposed top of fence +366.651 proposed top of ret'g. wall [T366.65'4___X" propo Mrip + 363.72' +363.657 existing top original grade of ret'g. wall Property line e ting As I UILI I g. wall West Retaining Wall looklillno s,outh) 3 JG 1/4 = 1 -011 proposed grade 360.95' + 359.61'' existing top of ret'g. original grade wall IN ni T1 existing retn'g. wall West Retaining Wall looklilno s,outh) ��3 JD 1/4 1 -001 Fence line Property line Salinas property +373.537 top of fence allowed + 372.53,111 top of fence + 372.00' proposed grade + 369.5�� South Retaining Wall lookina west) JC 11411 = 1 1-011 top ret'g. wall + 366.531 original grade, 1 +366.86- 1 existing grade Salinas property + 366.2�1_ proposed top of fence + 362.29' proposed top of ret'g. wall I + 362.29q- proposed grade -- Property line + 3!!11 + 360.95' original grade existing top of re 1 9. wall + 372.17' max top of fence allowed salinas property + 370.6.51" Property line proposed top of fence + 367.6'rill proposed top of retg. wall + 367.65' ade, proposed gra, L. I + 365.17' 1 + 363.7�1 original grade existing top of ret'g. wall existing I ett I g. wall West Retaihing Wall look I i I no s, outh) 3 JH 1/4 = 1 -011 11 REVISED PLAN APPROVED I-AI,7Lng CITY OF EDMONDS BUILDING DIVISION retn'g. wall C: IF PLANS EXAMMER West Retaining Wall- W DATE ( lookina south) � -4 1= ) -_� REVISION DATE MARK REGISTERED ARCHITECT BY I STErHEN 0. WAITE I IST - ATE OF WASHINGTON ___1 - __ A - ____ [ Stephen Waite, AIA 324 Main Street Edmonds, WA 98020 phone (425) 774. 5533 fax (425) 774. 1930 waitearch@compuserve.com 1/411 = 1 1-011 �5:6� o5TRO ThIlm pl Salinas property ___Iw � + 369.531 1 proposed grade 6w� South Retaining Wall � �1D lookino west) 1/411 = 1 1-011 Fence ine L5 W5,0�� Salinas Property line Residence Salinas property +369.39' PROJECT LOCATION: top of fen-ce 20202 92nd Ave. W. allowed Edmonds, WA 98020 F+ 368,3!!0 . .. .. .. ... 1 2002 Stephen C. Waite, AIA. top of fence +365.321 proposed grade PRINT SET: + top retg. wall This document has been prepared for Permit Application and is subject +362.39 to review and modifications by original g R� CF.IVF.D governmental agencies. 3.45' JAN - 7 2003 DATE: 06 JAN/03 existing grade PERMIT COUNTER SHEET NUMBER: rw_"�� South Retaining Wall 1 �E lookina west) 2 of 2 1/419 = 1 1-011 ___V - R&CETIE"D JAN - 7 2003 PERMIT COUNTER EF T