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17506 71ST AVE W.PDF111111111111 5555 17506 71 ST AVE W RECEIVED N=RVjSZ1 SURZACE r. v, PROP KD PAP - 13M SQ FT PROP PECKO - ISLIQ FT OCT 17-2000 'p PROP QA)tA08 360 BQ FT ma PROP DWWAP ! 172 GQ Fr PERMIT MOP MONT PORCH - W 90 FT it COUNTER UUGIrT CA WS A-981 C - 98, 44 6, 4-5" AVE ORAD� - 981 ACTUAJL 4W MAX - 123' )7 -4 4 ri 4 W. kq� PAOA - \Ic �04 r. V1 kA gg (066 .00 I p B56 L r'. 0 -7 0* -2023 4Q 1: 25% 1.01 . AM; 'A - RIX)9.-,Q 1:-I- Nam - 8L 0 /A/(. W/rHIN 0 �o Dir-FEA 6AX 6 APPROVED AS NOTED BY ENGINE RING X h V, , tj tf o 4100 Mji# BE /k)SrAr(L� �0-13-PFO REC '_EIVED jUN 2 6 2002 -D UITY CO fA5+t,.w PERMIT COUNTER eo,;IeO4�e -A IW511,41!F -johl IsAw e, ee4r��ee- P76N,�ING SCALE I"= 20' F&E No. q6-70 Critical Areas. Checklist ------ - ------------------------------------------------------- Site Information (soils/ topography/ hydrology/vegetation) (/-7�51 *0 1Z L 1-t 1. Site Address/ Location: 17 -J.?,�Oq '7/j'rR,,, ,,, 2. Property Tax Account Number: 31 0 o 0 1 o .9 o 3. Approximate Site Size (acres or square feet): 00 0 -iis site currently developed?.. s, 4. Is d :�y�es; no. If yes; how is site developed? 5. Describe the general site topo aphy. Check all that apply. gr �less than 5-feet elevation change over entire site. Rolhngg: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15 % and less than. 30 % ( a vertigal rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30 * % present on site (a vertical rise of 10-feet over a horizontal distance of less thim 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Pj L) Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway__A floodpl�n __LL_ of a water,course. 9. Site contains a creek or an area where water flo �s across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawnshrubs etc) 11. Obvious wed and is present on site: .. ............ 4.4 C 15� I Ae— ZQn '0 X, Y. W. Pq A9) -XIC t .'.W gn K4se -n* .4 'q tic Ai��g . ....... .. or lte� 00-4 Y" site*- �sigfia ii.. -bETt R*MiNkTIQN��EW:��n�= r UQ % V...... fta-chk.doc Rry 02/11/97 FACE CAI Cs PROP DECKS - I SM FT PROP GARAoE 360 SQ pr p4op Lp mc- MOP DRIVEJPAD - 172 SQ FT MOP FRONT PORCH - 60 SQ FT IN-IGIrr CAlCS F— A-98' wo B-98, C - 98, D - gg* AVE GRADE 98, ACTUAL 400' MAX - 123' fir -etc . 5ZL kq 99 6,066H P IS 9. Alop 4 C.4A %a sv0 RECEIVED OCT 17 2000 PERMIT COUNTER — -7ed* 1-(11'('()VI; ' RACE -2025 4Q 1: 1' - 25% 1-4) 1 AIMA - RW9.lj(� 1--j* I AX H (N,)5 1.11 (X A) 1,1.4 1 . -X NLYM - 81- 0 llvg�, to/rNVA) 0 +D D(r-FEW 6AX, 6 -- --- - -ot'96 PRO /uNrIj ow s, ,J\JCA. MARK-- 4100 APP- -Vg: By, P' "N"'VIING %W �, SCA'LE 1"= 20' . /11-;(� 1511 ��O--24-90, PERMITNO: 9269 0 of Edmonds ity RES PERMIT: EXPIRES SIDE SEWER PERMIT Address of Construction: 5o(p :7 A A.J LID # Property Tax Account Parcel No. M S-1 �31 .. Don 14V(.-02% -/C) Attach copies of all access and utility easements- Verifi6�d and Approved b .,d Owner and/or Contractor: Contractor License Building Permit E] Single Family Invasion into City *Right -of Way: El Yes EY05' Multi -Family (No. of Units .*RW Construction Permit # E] Commercial (No. of Units Cross other. "Private Property: El Yes Fe �o E] Public "Attach legal description and copy of recorded'easement. -k je.__FAaa=deo2AA, Owner/ ntractor Ownef or contractor signature and acknowledgement stateffientl_�� Date By signinj ffir this permit I certify that I have read the City� s public handout entitled ide Sewer Specifications, and shall comply with all City requirements outlined therein.. 9 CALL DIAL -A -DIG (1-800-425-5555) BEFORE ANY EXCAVATI-ON:g 1W FOR INSPECTION CALL 425-771-0220 extension'z_;?26r& L 24 HOUR NOTICE REOUTRED FOR ALL INSPECTION REnl[TVQTS""�� t� PERMIT MUST BE POSTED ON JOB -SITE T� White Copy: File Green Copy: Inspector Buff Copy: Applicant L;temp;bldg,forms;sspennitjlg4/00 cl L U c 0 L) �u 0i T cu a _'o CD s; U > �o a_ �u x W 1,D CD U-) CITY OF EDMONDS SIDE, SEWER AS —BUILT ADDRESS 17506 71st Ave W PERMIT NUMBER 9 2 6 9 HOMEOWNER ' Grant CONTRACTOR + ShuR DATE 3/23/01 DRAWN BY Jeanie McConne(( �jr A ATE RECEIVED �:PERMIT EXPIRES 0(J CITY OF EDMONDS USE PERMIT "'Ejej5- q" NUMBER- do' W 1_ SUITE/APT# IOB '% ADDRESP-- 57M' CONSTRUCTION PERMIT APPLICATION OWNER NAMrAME OF BUSINESS PLAT NAME/tUBDIVISION NO. LOT NO LID NO. H t�aj IC4CLE C,-� 1( .5-186-71 1 S' . ;: LID FEE $ ' M Lu 'Wt MAILING ADARESS - -1 07 06 N' - I . . PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Appmed 0 RW Permit Required 0 z 0 16 Street Use Pamir Req*d E3 InVaction Required TELEPHONE EXISTING PROPOSED Sidewalk Required Underground 6- (9 76 ;;�153� REQUIRED DEDICATION FT WIrIng required NAME METEPIPIZE, LINE SIZE NO. OF FIXTURES PRV REQUIRED 1� LAA Llk _Z�IC _A f YE S NO C3 z E I-- ADDRESS REMARKS ACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE Wc-m"5 A400 t741)Yt4A,) (��AMQI L a, j CITY ZIP ELEPHONE A 7 -7bi NAXEg _)7 EN GINEERING REYIEWED/9ATE ADDRESS J0 )vijo &1D BbL)A L, ALI. FIRE REVIEWED BY DATE W ZIP ako&16 `� TELEPHONE t6 56� 0 0 % LL VARIANCE OR CU SHORELINE OR ADB# INSPECTION RE D BOND POSTED STATE LICENSE NUMBER EXPIRATION DATE T ACKEDBY [3YES2 NO SEPA REVIEW SIGN AREA HEIGHT -j 'COUNT PARCEL NO 7 PROPERTY TAX AC 110 0 7431o, COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROIOSED W _0C) 61 EXP I Z4 11 NEW RESIDENTIAL PLUMBING MECH LOT COVERAGE ALLOWED R POSED 0 REQUIRED SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT UR SIDE A COMPLIANCE OR AUDITION COMM.ERbIAL. '9 /%X I W 71/2,'� 51 1 as '7� 26 CHANGE OF USE 1..: PARKfNG LOT AREA IEWW DATE REMODEL C] APARTMENT 0 SIGN t 1 R�O'D� PR?VIDED wir, I MING 4FR; -2 FENCE REPAIR CYDS X FT). OTHER TANK [3 DEMOLISH 0 0 GARAGEAj RETAINING WALL 0 RENEWX CARPORT ROCKERY 0 I= (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTRUCTION V C6DE OCCUPANT GROUP NUMBER OF �` NUMkR OF DWELLING CRITICAL L LA-'-1 AREAS Lu 0 SPECIAL INSPECTOR OCCUPANT S TORIES UNITS NUMBE R JAREA YES REQUIRED C] LO . AD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D 5 at lx6ut ?gr— f o? -VIA& -PC -7 -3 111. -7 Al hi ALI r- PONI& &Mk-6. J t rLM42-- I tA I /-A0 It 1'-ej RIO "z:j5JA' VALUATION FEE V2 PLAN CHECK FEE H CE LOT SLO BUILDING. EAT SOUR GLAZiNG --7(022 rw -FL-A If C KE C K N 0: VESTED DATE PLUMBING Ile 0 MECHANICAL., 2 THIS PERMIT AUTI�IORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THt PUBLIC GRADING/FILL -70 a DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE J SEPARATE PERMISSION. STATE SURCHARGE Lu PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION ENG. INSPECTION FEE A PPLICANT. ON BEHALF OF HIS OR HER SPOUSE,-HkIRS, ASSIGNS AND SUCCESORS W IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS. WASHINGTON. ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND ICA M -e ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FIE7 x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF.THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANYCITY ORDINANCE NOR�IMI T IN AWWAYTHE CITY'SABILITYTO ENFORCE ANYORDINANCE PROVISION. TOTAL . AMOUNTDI CqPT JE 0 s (0 I HEREBY ACKNOWLEDGE THAT: HAVE READ THIS APPLICATION; THAT THE INFORMATION t APPLICATION APPROVAL GIVEN IS CORRECT. AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed 4y 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 OF THE LABOR -CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. W WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. ORKm OFFI IALS SIGNAT RE DATE )qFFIr' T DATE SIGNED SIL SI ATUR (OW N E R 0 R(AG E N'T)) (425) 771-0220 JR L ASEDBY E TION TTTTEN EXT 333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 ki_ 'r A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE - YELLOW- INSPECTOR CATE OF OCCUPANCY HAS. BEEN GRANTED. UBC SECTION 109 FAX PINK -OWNER - GOLD -ASSESSOR 5/98 DA ZoneA S.W. 1/4, SEC. 8 T27N., RA E.W.M. 407 17,, — 4r 1 17C if 17 .' 11 1 - . . /7012 17001 117019 1006 K, ..7011 iz 1701 5 0 ; "'il. 17020 17017 IWN 17rl 40 I '7r2.c 2 Mot 109 I t*-. 7 tj v 17103 /7/18 :�- 17103 0 Cv 1'7 110 071 IV 0 1 705 It" r 17111 III, N K Intl t�)71147 '71p 17/26 26 )7127 17, r, 17110 M t jTZJW Ln 1720 i.4 ClA "09 17206 )72)7 17200 :U. 17Z-23 4� Ll"7216 4 17229 17ZIl r, a m 17210 il 3Z4, 17;03 6 17308] z R &11)73,0 020 IR' E 14 8 A 7329 17319 17 1 309 17320 in )7316 P324 17315 11 p N 7337 17336 -P An 6174 174 S. W. !r 17 1,7soo -a > -W N_ P421 425 All 17.500 175M 17601 R # 75*06 ' 4l 17SIl 11512- 7PI '790 n 17527 ;,;,q4zz - P-" 7522 zz OD 0 17 6 T IN sr S. W. NP Q lip Ir W. X 17606 17604 1 T, 00 1'7(P?O 1762 t _3� _1761 L 7 lX21 t7616 uj 17629 17623 1762311622 R iL 76Z9 M32 > f*32 17707 $A J7 It x w 17703 a 0 7704 t*7 �iA- r it nw . "00 06 7709 f" 77/5 %NO Of I mw 12 f, �2), 17L 77 _pq 17727 Y 181k 77'1\, 176"26 r' r In I h, ILI 7, 1 j'70o4 1700 178 Ln ffav" 612. 78 17 8 C)(' 14 12 17f 179 L sr. W. 179 14 17 to 1-7819 179 'G V I-jqoZ. I MA 11909 P�' Ife" — ytop 17?/6 1-7908 J"C7 1-7qtr X 17915- /7Y/2 119ti ---Jl-d:l I -- (P 4 [ �j . a', ,Jqt* f79Z 114?lq W" U\ Ln % % % 0 X r r OTH �Sr p S. W. 180r, ST ISO 0 18003 180041 r r, r. 12 1 1 1 tc .4 10 11 BAMIN 18 .76 (1011 0 NOT OPE k 13 6 S T 4 5 10 8 9 8 7 5 14 13 12 7 60 6 179 TH 39, 17 1*8 19 13� 33 IILLViEW ADDITION3 34 3 22 20 35 36 3 —0 io T� ST 7-Q 51 . - L 5J 6 .7 18-1 — — U 172 N o 51 4 9 3 fo a 10 R 0 DALE lof 0 'IEW 138 c ITS 4T dw S21- S T UA -D 60 ro 0 KM N 5. W. 0 5 2 P RK so tiv- W ro R NGE 1� 9, A B S-52 77. D T�g S T 2 0 s. ;;A D z B B C.KE 50 50 40 110 176TH S I S.W. 60 50 S A -A --176 TH PL. in 0 L 5 50 60 50 s A 0-0. 144 145 0 , -a.- s 0 L-1�3 56 10 15 S 6!89 2 If 5 4 T 7 w ILL > .9 5 50 17 7 T H L-Wi DALE .154 13 / 11 CITY P.O. E D Ni 0 N D PREPARED BY: ENGINEERING DIVISIO *,—.,A FILE NO. Critical Areas, Checklist ----------------------- ------- ----------------------- Site Information (soils/ topography/ hydrology/ vegetation) (/-7�510' t,& Lot I. Site Address/ Location: 7 q '7/-r R,_/t e,�j, 2. Property Tax Account Number: 3 1 o q o I tj 3 o i C) D 3. Approximate Site Size (acres or squ et): 00 0 4. Is d-ds site currently developed? no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. F jat--.' less than 5-feet elevation change over entire site. __.�Rolling: slopes on site generally less than 15% (a vertical rise Of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15 % and less than 30 % a vertigal rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30.% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Approx. Depth: 7. -Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway—_AJ4 floodplain— d'D of a water -course. 9. Site contains a creek or an area where water flo s across the grounds surface? Flows are year-round? Flows are season (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawnshrubs etc) 11. Obvious wetland is present on site: RECEIVED SEP 14 2000, I 0.1 A 'A r-LurmrT SERVICES CTR. rm CITY OF EDMONDS -AMi "cr -ILE-LO ::k PAD, /W /2' '57AWPAL-CS 7MZ �L C)k Pf C-) & 6o. x x "ro W 40--U PAO �SFI A A 2A Lc '30, 60, V) NTRACTOR IS RESPONSIBLE FOR OSION CONTROL AND DRAINAGE loc. Ac's z;m APPROVE ED AS NOTED b RA/ N WATER. SERVICE INSPECTIONS. REQUIRED. CALL.771-0153- CW==0N SMUCE (M �Wes. ern 13000 Highway 99 South Everett, Washington 98204 rveyorsp (425) 356-2700 742-5500 FAX 356-2708 Inc. DRAINAGE REPORT 2-LOT SHORT SUBDIVISION FOR PHYLLIS WARNER SITE: 17508 71 " PL. W. EDMONDS, WA 98026 DATE: MAY 19,1998 PREPARED BY: NEAL MOORE, E.I.T. Client: Phyllis Warner 20021 88 TH Ave. W Edmonds, WA 980�6 -7679 (425)775 REVIEWED BY: DONNA L. BRESKE, P.E. MAY 27,1998 V 2797 N LEXMES 11/5/qf LE Western Surveyors, Inc. Job No. 98-017-A LAND USE CONSULTANTS 9 CIVIL ENGINEERS 9 LAND SURVEYORS 9 ENGINEERING CORPORATION DRAINAGE REPORT 2 LOT SHORT SUBDIVISION FOR PHYLLIS WARNER PROJECT AND DESIGN DISCUSSION A 0.45 acre parcel is to be subdivided into two lots creating one additional building lot. Presently there is one existing single family residence, shop, and carport on the site. The address is 17508 71ST PL. W. The parcel is located in Section 8, Township .27 North, Range 4 East of the Willamette Meridian. Presently the only off -site flow that enters the property is minimal sheet flow from the paved road (7 IST PL. W.) which the property fronts. The existing house utilizes splash -blocks for the downspouts. The City of Edmonds Drainage Detention Worksheet was used to size the detention pipe and orifice. The calculations assumed 3,000 SF of impervious surface for the proposed lot. The detention system is designed to capture all of the rooftop runoff and a portion of the runoff from the driveway. The existing shop and carport are to be removed. The flow from the detention pipe will be routed to a spreader trench. The dispersed water will follow a natural drainage path down a well -vegetated slope to the South. An owner Maintenance Manual is attached and is to be followed to ensure proper function of the detention system. SiE.- .--\ -7 4 �A B )7 .... .. Lm 168TH ST C ...: I �:� . Sw FS M - T . . - :g- 1z �w _4 2 ST ;w' 74 r ND � I , - , ST ----------- �= 3: sw 17 zk -2-f It. 56 L--L74Tm IT sw ST .4' �.w Z —"STH. STJ -7. z z �w ------ T < i ST ST 1 ih. -z L:Z!:: -4� 4 p 77 ;L I A TI: il 1: �-! - v ST --z- - 5 '� 1u:1 : I .' ls�rH � X. - �' I. m , 1 C-) 1 2 ni) -- --- �--: 3 '1 ST SW L—Tx 19, TE-1--E w w 16" sw �y Sw C." S4 We 12,ST lez10 S7 -FL IaN.D 111115 1 PL 7 UZIA-1 RL SW PL c ;L 1 I -NI V zi c", PL sw 4 z t;; UTR r.sr W I- J.!, le8T.4 ST a, It 5 4 !� : / I I 139T4 -Ysy N i3c; PL SW S7! 0 L L cw� 199 IL %' I, �1.1 j FS 4-z- 3r.4 ALVE; Pr K 1E ST SW qT i w ia�— FL SW i76 I ;oN. ' N �iail -s-1 19'ST 1 5"--, 'T i;lt IL Ic c 2 �T A 3, 1 A;. - OlLE --19isT T --L' sw "I k f SI 5a - - - I,- ------ s- -sc 1040 PL U,;. 192-C ST lw'� tr' 3mr - - r 11 pt sw J�IST 9 IT I i I —IT S- 19z%o Sw L92-80 PL S4 ;L 4i: ' 'G U3 PO 5T SW ;R 1;17!, IT ;w I A -wN- ST 7"? lu'. ST: Z VRLA�E CEN" sw 967H ST sw A Lc.c; I �Z'Z� H T 197TH IT N F�L3ER7 ST L -AX sw y 5W LU PA,?K IT Ill -4 7- 4 1;8T 198 ST Tj L" r rx- I 'T'i S. SW ;Ik-b I ; 199-N PL S. L-1 I sw 591 EC.WkDs MiT V! L 202%) '3 ie sw 'e 2124D IS-7 PL �w 10116� ST 2c 2- A PL Sw ..No; M-0 ST sw COLLEGE L S7 SV 21)2.qo 20.17 ;T sw M4'�Hjl a = 5 w y zz 71.ArA 3m, T :0USE P--"f 2i ST :rs PL SU 2CSTS 2rsTH PL sw PO 7 sw _PL I t 206r, C31H sr PL 5-4 . 1. 1 - — --- ��: 'ZI Z sw 2 ST" -1 sw I KN 21rd ST ST -4 PL G U J A 2,1 rq S-1 -'-4 T 217D ST IS. - — - - SW w 2' TH 'A ST S'd 213T14 PL 2131 RIDE 211'7� ST 5 TL —5� r 2!JT.4 IT S,, Z18TH- IT TJ 213-,q 7 ::'ST; j Z ZX� .Csp, 41 W ELM LT I IT IT ST, J2 T L Lr , I L14 Hs 'ai.' IT 74 - ST 7 j ; Z:;.' - . E-a 21 T.L( : : . '�i I I S: i- jT 'w T �zl 22?'.0 IT �'q 2' IT i IE MAP STANDAhD DRAINAGE DETENTIJN SYSTEM WORKSHEET OWNER 0 ,I TF— ADD11ESS 508 ZI FL. W, - Edmorjd5, WA 19026_ IMPERVIOUS AREA �5p 000 CAI.c_By: 'Doni-irt PE mom: (42c,-) 742 DATE: * * * * *DE'SIGIV DA TA * 0 * PIPE'DIA PIPE LG -�� - il // 2-41 ORIFIC.E 3/Z l)CT[NTjt)N PIPC L(WIM LID rINISMED Mfmlmvm 4rTl'lCALl TIGN% -r AEAl%A'tfgC6 air -3y TO 1% SLOPE COW6 SOX OA AISCR `141-4 f ()UTLCT COmfmaL MIN. UPPER CATCH BASIN mr1cc CONTROL CATCH BASIN SYSTEM CROSS SECTION "r"'.0ELP, 4'6' SPALLT OR COUAL rRom CONTROL Cl Z'X elx 31 PCEP. 3/41 CRUSHED ROCK W4 ORADC I 1 0 -0, 4t�� rnm4 CONTpM I LOr TO 10' LdNQ. 113N, "NIF p rC Tfnl LTU L X.., r1rL W/ END CAPI A10RAP ounn 4%"T&"PLkClfirWN9 t'A't"HA'j'.jN *acX RUNOFF SPREADER. TRENCH rNG DWNS SHALL NOT BE CONNECTED 70 D.ETEN.TION FOOTA SYSTEM NO TES.- 1. W Hoglacering Dlybion (771-MO) for Ai 6ghtlino and dotendon gyntam lupectlola bafora, backfilUng and for final ij�tioas. 2. R6V0awbflitY for Operation and malatsomuwa of dnilvage myeams oa prjv'Aw pmp%ty is the 'bIIlV of tU pmpaty o"ar. malorw Coumulaw Ja tho slomso PIPO rvwpotwi must bo fluAh#bd out od mmovad from the catch btilu to &Uow prop4r opt"dolL 710 outlat contml orific APPROVED BY DA TE Table 1 — Detention �Pipe Sizes Impermeable Required Pipe Diameter Vol Cu Ft 168 18" 24" 30" 2000 2-500 50 40 28 16 10 3000 6 50 05 20 13 3500 87 60 42 (9 16 I'laquired pipe 4000 100 70 49 28 18 length in feel 4500 112 60 90 56 32 63 21 5000 125 100 36 70 40 23 25 Note: Allowable Pipe Materials: Impermeable Area Sq. Ft. 2000 2500 (�00 3500 4000 4500 6000 Nitention —Etts�,, M a te r < 18" �t0244 240 to 3ew .381 to 42" Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N— 12 ADS (Not permitted on road6) Table 2 ��Uvet TOrlflc�eslze�s Outlet Orifice Diameter (inches) 6/8 618 C63/4 3/4. 7/8 7/8 7/8 Table 3 — Recta—ng—ular—Cat—ch-13a—aln—Require—ments Max size Catch Basin __.tnockout 2011 Type 1. C13 15 260 CI—Yie I �Lc B� 36' Type 11, CB 19 * 19 (4811 of 42 Type 11, CB 19 .19 (541 Ba.aln) *Source: Assoc. Sand & Gravel Co. stan'dards' a INSTALLATION AND OWNER MAINTENANCE MANUAL FOR INFILTRATION TRE NCII 1. 'The Catch Basin Sump shall be cleaned of all debris at the time of construction prior to tying in any roof drains. 2. The Catch Basin Sump shall be cleaned of all debris by a qualified contractor on a yearly basis. 5. 2 0 00 "" 7: 3 6 A M'------W I L L I 'A lvl 14H, C-EF., L .1 No - 5 "' 4 F P, 3'// 7 6'rei?r.p%c mTH 11OLES L`P`- 41VIP LML W771 END CAP$. VMAP /M MON WOWN FILTER MOROC AVRAFf 140M OR SOLID COCKING EOVIVAI�CHT P'XISTING GRADE LID ---N 379.80 Top or SPREDER TRENCH J95.09. �T TYPC IL C8 PIPE —0.5z Mir) a- rvc rcr *PAP, 3fors & corrom mt, J94. ffe J HoN M)V[m WASMED P" FtL TE CAP.MTPI L 9, min MIRAFI 14ON OR JAI OR)FICr — EOVIVALENT 13. 7- CONTROL STRUCTURE & SPREADE R TRENCH DETAIL N07 To SCALE 2"x 4" DOUGLAs nR oi? — EOUAL 04' O.C.(MAX) FILIEN rAWRIC MATERIAL POULTRY NCT77NG J14' - J/8' WAS11ED GRAVE). OR PEA GRAVEL FLOW N I Y r'." EX Y GRADED OR n/sTuRlirl) SiDr 51.0pr FILTER FABRIC FENCE NO F FO !-,rAj r ,Western Inc. A 13000 Highway 99 South * Everett, Washington 98204 9 (425) 356-2700 742-5500 FAX 356-2708 DRAINAGE REPORT 2-LOT SHORT SUBDIVISION FOR PHYLLIS WARNER SITE: 1750871 IT PL. W. EDMONDS, WA 98026 DATE: MAY 19,1998 PREPARED BY: NEAL MOORE, E.I.T. Client: Phyllis Warner 20021 88 TH Ave. W. Edmonds, WA 98026 -7679 (425)775 REVIEWED BY: DONNA L. BRESKE, P.E. MAY 27,1998 N LE�pmw 1115/jj Western Surveyors, Inc. Job No. 98-017-A LAND USE.CQNS.ULTANTS CIVIL ENGINEERS LAND SURVEYORS ENGINEERING CORPORATION DRAINAGE REPORT 2 LOT SHORT SUBDIVISION FOR PHYLLIS WARNER PROJECT AND DESIGN DISCUSSION A 0.45 acre parcel is to be subdivided into two lots creating one additional building lot. Presently there is one existing single family residence, shop, and carport on the site. The address is 17508 71ST PL. W. The parcel is located in Section 8, Township .27 North, Range 4 East of the Willamette Meridian. Presently the only off -site flow that enters the property is minimal sheet flow from the paved road (71 ST PL. W.) which the property fronts. The existing house utilizes splash -blocks for the downspouts. The City of Edmonds Drainage Detention Worksheet was used to size the detention pipe and orifice. The calculations assumed 3,000 SF of impervious surface for the proposed lot. The detention system is designed to caipture all of the rooftop runoff and a portion of the runoff from the driveway. The existing shop and carport are to be removed. The flow from the detention pipe will be routed to a spreader trench. The dispersed water will follow a natural drainage path down a well -vegetated slope to the South. An owner Maintenance Manual is attached and is to be followed to ensure proper function of the detention system. c _V1, H I FS 166TH ST Sw 1z 4 17,Z7-7 ST a 'I -7� 1 ZND ST j.- V, Z- 7 wr- IT - L ST jr� - " - 'y 17-slc = - -- It 17, z Al 4T ST Sw L I'M Z2 ST 5,,� st�, _17STY. ST 74 T:� k �il < Tk L ST C; !75 ST Sw < 3; 7 17iN P, P1 -;L S A .Ar. -T ST t7-7 ST u 's, ST ca :dIS i !3:ST PL SW Su L IBISI - % Tw L v 0 w -Lev 181S7 1. f; ST L , —LIa SW IA;e PL 1w �P-- A n PU E 31 —SW Ui7 ST F is' p L _,;., 2 18571� i P, -W I L ST 1w �AZI I, IE F � -!- 7. s., A i Sw VSY L% IE9'H PL SW Zr -,:-i INTF -S A LLE �'.00 -K ST SW 1Z CC ST PL SW :5 DALE PK 7 S T 9 1 �S-, IL SW 1;0"Hw Q 4w 19!ST ST S -U, A:-S. 12 "n� Z�L RD R;� 4 i t 13� - -- r., e ;zrm; i , =�4 i :. : , \ 192qo 1 19', Fit 51 -7. 192-C ST 'W'i I�IST �A4 "4z lgz,o 1;ljTS7 L9210 PL SW Sw - ----- : PO ST 5W ;L SW 13 F3,-3�5 Z ms I, S�w ST IS S-.j r7: ... .. .. Y:ILAZE Sw !::z 196TH ST AL E;,Atc E: m ST W ;0) -1 Sw 97T 7.1 TH =1 -7 ST id 1 1;6TW S- Slul .9614 LA"E PARK 38 -L �4 ST S." t; ST SW 4 IT, S., S, Sw 'Z-*S* —SSW "IST 2�4 S. S IUL — p n., k Sw MUST PL ST I �w Col., V,,, 1, 40 PL Sw Sj 2CM 1.2 2C' T ST SW S S�i 2OV3 ST SW Sw ID ------- f COLLEGE I --- r L! t.iA;(, rg M,;J �T �u Z) ST S -1 L 204N S I S 5 SY Sw i Sw !! . - Af A; LL- 1 204' H w T PL SW . ! 1, .410 P- 2c. 2CS74 205TH PL SW 3 = :-� 121SN F-- 'i, :."'. p It S. Po 20, 7- PL - —Pt SV- Sw 1�� , =1 - 1 S 4� PL .1,l, ch,H ST I Sw ST S.1 V-1 ST -j 211if S 91 ZZ: x, 1� -I !zi Z: I 2111T4 ST -Y.- ?.12`T�A ilIT4 37 21 ST U IT Sw :i,3- -77— W Z: LNH 213TH PL PA, Sw RIDE aq!fr��:o P�-r< 2111� 57 Sw 7, 2!JT�l ST S.4 I Lm �1)4 ST Z' T I ST X e Z! 6T, 7j z 7., --s-, 218N ST T.; VINE 213- HS 4'z T 9 7— I ST! r w U� T C % 21; ST 7r 4 -7� 7, 0 T.4 ST 2 7 7 w 2y 7- ----------------------- C Impermeable Aroa Sq. Ft. 2000 2-500 3000 3500 4000 4500 5000 Table I — Required Vol Cu Ft 50 6 87 100 112 125 Note: Allowable Pipe Materials: Impermeable Area Sq.-Ft. 2000 2500 QROO 3500 4000 4500 6000 D-vtontion < 181, (21 A8'LtLO�2 D44 240 to 36, -38" to 42" ntlon Pipe S�J—Zj3s Pipe Dfameter 160 180 24" 3o" 40 28 16 10 50 05 20 13 60 42 (9 16 Required pipe 70 49 28 18 length in feet 00 56 32 21 90 63 36 23 100 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) able 2 — Outlet OrIfice Sizes Table 3 --A-e—ctangu Max Size _�nockout 20m 280 38i 42" Outlet Orifice Dlame!�� 6/8 5LB. c6DA 3/4. 7/8 7/8 7/8 quIremen-ts Catch Basin Tvpe Type 1, Ce 15 cEi�* I �Lc �B -41F, Type ii, c13 19, 19 (48- Basin) Type 11, CB 19 .19 (54" Baaln) *60uroo: Assoc. San-d & Gravel Co. St - andards 4- INSTALLATION AND OWNER MAINTENANCE MANUAL FOR INFILTRATION TRE NCH ` The Catch Basin Sump shall be cleaned of all debris at the time of construction prior to tying in any roof drains. 2. The Catch Basin Sump shall be cleaned of all debris by a qualified contractor on a yearly basis. 0 0 7.: 3 6AM -------- W I L L I A 1��ll J,,l E F,, C H F., 31/71 6,rEnr.pw MTN ItOLES UP. 4mo LfvCL wrt END cAps. WIVAP IN MON WVYrri FILTER FABRIC AVRAFf 140M OR SOLID i.00KING EQUIVACCHT tfflS TINC GRADE LID --N k 379.80 Top or SPREVER TRENCH 395.OQ 6' TYFC IL C6--\ min 24' DETENTION 6-pvc YEE PIPE -0.5z min WRAP SIDES & J J 6- ryc rrr corrom wo., 314-1 112 Be 394.88 NON WYEN WASHED ROCK rrLTEI! ;rA18,11� CAP.M771 MIRAJ J/4 ORIFICE EGUIVALENT Is* ------- CONTROL STRUCTURE & SPREADER TRENCH DETAIL NOT TO SCALE 2"x 4" DOUGLAs nf? o)? EOUAL 04' O.C.(MAX) FILIER rAUR(C MATERIAL O.qljj TDV kirTTJ J/6" WASP /ED GRA VEt On PEA GrAvci. VOW L YL I kIf/%U(.JJ VIf — DISTURnrl) Sll)r Sl.oPr relLTER FABRIC PENCE, tior F(,i !-,rAjr' -A.Rup.— T Ur_V 66- - I � City Engineer date CITY OF EDMONDS fe' jl� IN glits fof OP..ay , -pob -st N/A x .2. - 4. em s- other utilities): .es� ppv4 p Provide 15 feet wide access easement and as needed for x utilities. Lots I and 2 to share a single access from 7 1 11 Pl. W. x Stfi6f` f6,V6ni6nti�-'(ACP:;W -c4tb.andgu#eT): I I - I.- I— - t4� i : - , Construct curbs and gutters across entire frontage of property x on 7 V Pl. W. Face of curb to be located a minimum of 12 feet west of the centerline of the right-of-way Private road to be paved for its full length to a total width of x 12 feet plus thickened edge or curbs and gutters as needed for drainage. d; Provide turnaround on proposed lot 2. x Construct 5 foot wide concrete sidewalk across entire frontage x of property on 7 1 Pl. W. N/A N/A :P NiX N/A -VAter:s , ysierann. pr ' ovgmerits�(pipelines; fire h ' ydra�ts,, pump stat oiis� #leMpterl-n I), �,H.S..I:: g; "pt9w): Provide service to each lot. x Connect to public water system. x 9.:': Sqnitary:seweriysiem finprovements (pipelines,. pump ...;Statiprk6,':�telem�i�rinji., ealthAistrict.: etc.): Provide service to �ach lot. x Connect to public sewer system. x provoftienj&� 'pipelifies , pump �DPE,*:ffih rie , etc'):* Co!�ict storm detention system in accordance with x jr-eliminary drainage report. It is preferred that runoff from the new impervious surface be metered and released to public closed system if possible. R Connect all new finpervious surfaces to storm system. x x 12-1�; 'T V 4,6179176011.11 W.4-( Required for all new services x i_ BC .44P 44, ;iWipfk pqrijU"" IQ 40" 04- 4 NIA x Install fre and aid signs for proposed lot 2 at 7 1 P1. W. x Y�, 0* s� 0 2. 10 N/A x Required for all utility construction. x x 8071.doc ATTACHMENT 4 Req'd prior to recording Req'd w/bldg. Permit Bond posted Complete 17."'�Other. reqqjredie;its. a) Utility development plan x P9P a) Drainage system design review at $30 per lot x b) Sewer connection charge paid in full. x c) Subdivision improvement inspection fee (2.2% of approved x construction cost estimate) d) Other related fees 14, 1 0�1 0'r CITY ENGINEER, CITY OF EDMONDS The Engineering requirements have been completed and the subdivision can be recorded. Authorized for recording by: Date: /5 k DATE 907 Ldoc 2 if CITY Of EDMONDS SINGLE FAMILY/DUPLEX COVER SHEET. Directions: Applicants are to complete the Information In the WHIJF BOXES ONLY (Shaded boxes for CRY use only). This cover $best must accompany each building permit application for a new single-family residence. PROJECT AD RESS Pz-j UO PROPERTY TAX ACCOUNT PARCEL If DESCRIPTION OF WORK PHONE, CONTACT PERSON 60111-6CAl 6)16Sf011 PHONE Y2S-&6-67-,7JCy 'Z FAX E-MAIL Y17_4 MAILING ADDRESS FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS '0 BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATIOIL I UNDERSTAND IT 16 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SU131AITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICA1TN AYD NO DISCRETIO10RX APPROVALS . ARE REQUIRED. SIGNATURE,,�� 4 6� DATE ZONING INFO ATION Z . ONE && 7 LOT AREA—q NUMBER -OF DWELLING YNITISEXISTING DEMOLISHED PROPOSED. DISCRET16NARY A PPROVALS CA Determination SUBDIVISION �Vll- CU VARIANCE 'SHORELINE SEPA Expires OTHER LOT COVERAGE INFORMATION PROPOSED SF 2625 TOTAL SF % EXISTING SF HEIGHT CALCULATION INFORMATION DATUM -tio.o. Eew ER-, *1" 11-0 LF, 0 99 C.: !)16. D - ACTUAL'* 7j . .... MAX. 12-5 AVE 7.: SETBACK INFORMATION R . FOUIRED FRONT �L5; . V SIDE sidt ML- REAR EROPPSEQ FRONT SIDE Slqt�- REAR IM CNR.'LOT YES NO FLAG -LOT Y 0 STAIRI)IC, Y6 Ejiq�L�t AFNT REQUIRE 1 0 RECORDING # STAFF COMMENTS: ENGINEERING INFORMATION DRIVEWAYSLOPE% d'-Ir-lgo EASEMENTS,' ;O�Lhft& - ��7 GRADING CYDS EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SO.FT EXISTING* IMPERVIOUS AREA INSTALLED 1977 OR LATER_Aj1ggE: O.FT. PROPOSED NEW NET IMPERVIOUS SURFACE Z410 City'Use Only SIDEWALK REQUIRED []YES []NO DRAINAGE PLAN REQUIREDM4ES []NO UNDERGROUND WIRING REQUIRED IMYES []NO ---I STREET DEDICATION AAC? Yki --FT. LID# STAFF COMMENTS: SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) SOILS* 0 START OF WORK 0 EXCAVATION & GRADING 0 SHORING INSTALLATION &MONITORING 0 PROOF ROLLING OPLACEMEN I f OF FILL & CO . MPACTION 0 SUBSURFACE DRAINAGE. 0 VERIFY SOIL BEARING 0 Plf.E.PLACEMENT 0 EROSION CONTROL 0 GENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD 0 GENERAL SITE M ONI TORING B Y THE GEOTECHNICAL ENGINEER OF. RECORD 'DURING WET WEATHER CONSTRUCTION FINALARAqING 1k FIELD REPORT 0 OOTHER' OPLACEMENT OF REINFORCEMENT OPLACEMENT OF CONCRETE 0 BOLTS INSTALLED IN CONCRETE OS T.RUCTURAL MASONRY 0STRUiCTURAL STEEL ERECTION 0 HIGH STRENGTH BOLTING 0 WELDING (WABO CERTIFIED ONLY) []OTHER---- CM7Y COFY PLAN CNBCK # APPLICANT DATS ItSCEIVED BUILDING CONSTRUCTION INFORMATION CODE EDITIONS 1997 U13d, UMC, UPC. WSEC, VIAQ WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load Ah Root Snow/Live Load Balcony Live Load Floor Dead Load Real Dead Los Balcony Dead Load NUMBER OF STORIES BASEMENTS FLOOD ZONE_ SOILS REPORT PROVIDED YES (NNO LOT SLOPE %. 1:1 FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing Proposed Total Living Space .2-2Q& Garage Carport Dock/Covered Porch Other ENERGY CODE COMPLIANCE INFORMATION FUFL TYPE [%GAS. OIL 0 ELECTRIC 0 OTHER OFORCEOAIR OHEATPUMP. 0HYDRONIC OOTHER vwvany enni; UFTHOD OF COM PRESCRIPTIVE: List Option TARGET UA APPROACH: Provide UA Calcuations SYSTEMS ANALYSIS: Provide Computer Analysis ENERGY1VENTILATION WORISHEETS PROVIDED WINDOW SCHEDULE PROVIDED VENTILATION CODE COMPLIANCE INFORMATION FOR CITY USE ONLY Coiling Insulation-2 wall Insulall on Floor Insulation Door U-Value �4. Window U-Value--L Skylight U-Value . I Glazing %—Q-L7E KITCHEN FAN CFM LW BATHROOM FAN(S) CFH 0�� LAUNDRY FAN CFM (20 WHOLE H V SYSTEM EXHAUST OPTION FRESH AIR TO BE PROVIDED TO 0 WINDOW V . ENTS, WALL PORTS EACH HABITABLE ROOM WITH: EXHAUST- FAN -TO -SE CONTROLLED-WITH.24.HOUR-T.IMER.AND SIZED-AS-POLL-n_WS:- 01-211 . EDROOMS: 60 - 76 CFM 0 4 BEDROOMS: 100 - 160 CFM 191, BEDR06MS: 80 - 120 CFM 0 5 BEDROOMS: 120-180 CFM g"VAC INTEGRATED OPTION Df DICATED HEAT RECOVERY VENTILATION OPTION SEPARATE PERMITS (City Use Only) ORIGHT OF WAY CONSTRUCTION PERMIT 0ENCROACHMENT PERMIT ELECTRICAL PERMIT UFENCE.PERMIT 0 RESIDENTIAL FIRE SPRINKLER PERMIT OOTH . ER ' 0 MECHANICAL PERMIT OPLU . MBING PERMIT 0 WATER METER F1 SIDE SEWER PERMIT 0 IRRIGATION (SPRINKLER SYSTEM) OOTHER Any requOSt for Modification. variants of other administrative deviation (herinalter *VS1IA0C**) must be specifically called out and Identified. Approval of any Plat Of Plan Containing Provisions which do not comply with the city code and for which a variance has not been specifically identified. requested and considered by the appropriate city a flicial In accordance with the appropriate provision of city code or state low does not approve any Items not to code specification. PERMIT ISSUANCE APPJ10VAL PLANNING REVIEW h APPROVAL CONDITIONS OF APPROVAL: Ci y Use Only) DATE 10-211-00. EN . GINERRING REVIEW & APPR04AL CONDITIONS OF APPROVAL: ----- DATE BUILDING REVIEW & APPROV(C,�� CONDITIONS Of APPROVAL:_ DATE 14 0 1 K CITY OF EDMONDS. SINGLE FAMILY/DUPLEX COVER SHEET "@I: 1160 Directions: Applicants Mrs to complete the Information In the WHITE BOX 9 ONLY (Shaded. boxes are lot City use only). This cover shoot must Accompany each building permit application for a now single-family rumurrAr.S. - � .A- M I P PROJECTADDRESS PROPERTY TAX ACCO NT PARCEL If DESCRIPTION OF WORK . AA� OWNER C-7aV, PHONE CONTACT PERSON 601,16CIII 6 7 PHONE S &6-67- 17SY Z E -MAIL FAX MAILING ADDRESS FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT is MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPL.ICA1f1N AVD NO DISCRETION.ARX_�PPROVALS ARE REQUIRED. oo, SIGNATUREe=Z2a!j— 4f 01444�_ DATE C70 I- /_ I ZONING INFOI�ATION ZONE LOT AREA NUMBER I -OF DWELLING UNITIS'EXISTING_ DEMOLISHED PROPOSED DISCRETIONARY APPROVALS CA Determination SUBDIVISION 11-11— CU 'VARIANCE SHORELINE SEPA Expires OTHER City Use Only LOT COVERAGE INFORMATION EXISTING'SF''��-- PROPOSED SIP TOTAL SF HEIGHT CALCULATION INFORMATION DATUM "LF,.'* B C: 9i� D -9 AVE Aciiiii. :214- "11 SETBACK INFORMATION REQUIRED FRONT SIDE SIDt'.71 REAR PROPOSEQ FRONT SIDE__172_" REA []YE'S O'm�-J` CNFLLOT YES NO FLAG: LOT Y S NO ST." DEDIC, _]O '[:]Y E S jM0j'N ID RECORDING If Anti STATEMENT REQUIRELL STAFF COMMENTS: L 77777777] 7777777 ENGINEERING INFORMATION DRIVEWAY SLOPE % GRADING CYDS EASE MENTS_7**eL6*n&"'& Z/ EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SO.FT EXISTING* IMPERVIOUS AREA INSTALLED 1977 OR LATER Q.FT. PROPOSED NEW NET IMPERVIOUS SURFACE city'Use Only SIDEWALK REQUIRED DYES []NO DRAINAGE PLAN REQUIREDIMYES []NO UNDERGROUND WIRING REQUIRED YES E]. N STREET DEDICATION Ak? FT. LID# STAFF COMMENTS: SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) START OF WORK EXCAVATION A GRADING SHORING INSTALLATION & ..MONITORING PROOF ROLLING PLACEMENT OF FILL A COMPACTION SUBSURFACE DRAINAGE 0 VERIFY SOIL BEARING EIPULE . PLACEMENT EROSION CONTROL 0 GENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD ]GENERAL SITE M ONI TORING B Y THE GEOTECHNICAL ENGINEER OF RECORD WET WEATHER CONSTRUCTION EIFINAL.GRADING & FIELD REPORT DO THER E]PLACEMENT OF REINFORCEMENT OPLACEMENT OF CONCR . ETE BOLTS INSTALLED IN CONCRETE S TRUCTURAL MASONRY [:]STRUCTURAL STEEL ERECTION E] HIGH STRENGTH BOLTING WELDING (WABO CERTIFIED ONLY) [3OTHER-- . [APPLICANT PLANCRECK# 404. '�Yto DATE ILECEIVED I BUILDING CONSTRUCTION INFORMATION CODE EDITIONS 1997 UBC, UMC, UPC, WSEC. VIAG WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE 0 WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load 40- Root Snow/Live Load _-2Fj Balcony Live Load Floor Dead Load—M Flool Dead Load Balcony Dead Load NUMBER OF STORIES BASEMENTS— — FLOOD ZONE LOT SLOPE SOILS REPORT PROVIDED [] YES [2rNO FLOOR AREA MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing Pr Oiled Total Living Space Garage Carport Dock/Covered Porch .5 1;8 Other — ENERGY CODE COMPLIANCE INFORMATION FUFL TYPE IGAS, OIL 11 ELECTRIC 11 OTHER 1:1 FORCED AIR []HEAT PUMP []HYDRONIC [:]OTHER of--y enns: uF JANJ I.Ub 91 PRESCRIPTIVE: List Option TARGET UA APPROACH: Provide UA Calcustions SYSTEMS ANALYSIS: Provide Computer Analysis ENERGYIVENTILATION WORKSHEETS PROVIDED WINDOW SCHEDULE PROVIDED VENTILATION CODE COMPLIANCE INFORMATION FOR CITY USE ONLY Coiling Insul silo. —I Wall Insulation Floor Insulation Door U-Value * 4 Window U-Vslue Skylight U-Volue Glazing L-94 KITCHEN FAN CFM BATHROOM FAN(S) CFM 0;i� LAUNDRY FAN CFM (20 WHOLE HOUSE VENTILATION SYSTEM EXHAUST OPTION FRESH AIR TO BE PROVIDED TO WINDOW V . ENTS 0 WALL PORTS EACH HABITABLE ROOM WITH: ---EXHAUST FAN-TO-BE-CONTROLLED.WITH-24-HOUR-TIMER-AND-SIZED AS-FOLLnws:.- 13 1-28 . EDROOMS: 50 - 75 CFM 4 BEDROOMS: 100 - 150 CFM '%3 BEDROOMS: 80 - 120 CFM 5 BEDROOMS: 120-180 CFM HVAC INTEGRATED OPTION DEDICATED HEAT RECOVERY VENTILATION OPTION SEPARATE PERMITS (City Use Only) ORIGHT OF WAY CONSTRUCTION PERMIT 0ENCROACHMENT PERMIT STATE ELECTRICAL PERMIT FENCE.PERMIT 0 RESIDENTIAL FIRE SPRINKLER PERMIT OOTHER 0 MECHANICAL PERMIT 0PLUMBING PERMIT WATER METER SIDE SEWER PERMIT 0IRRIGATION (SPRINKLER SYSTEM) 1:1 OTHER Any request for Modification, Variance of other administrative deviation (hGfin&ItOf "Vila ... 7) Must be specifically Called out and Identified. Approval of any plat Of Plan Containing Provision$ which do not comply with the City Code and for which a variance has not been specifically identilled. requested and considered by the appropriate city Official In accordance with the pplopristo provision of city code of state law 0005 not approve any Items not to code :Pacification. PERMIT ISSUANCE AP P OV PLANNING REVIEW & APPROVAL J�= CONDITIONS OF APPROVAL: Be Only) DATE 10-244-00 EN . GINEERING REVIEW at APPROVAL CONDITIONS OF APPROVAL: DATE BUILDING REVIEW & APPROVJ��t�_ CONDITIONS OF APPROVAL: DATZ�7�_ 7--7-1 of f W, FILE NO.* qf76 Critical Areas Checklist -------------------------------------------------- 7 ---- Site Information (soils/ topography/ hydrology/vegetation) - 10 && __ 0-75 Ley 1. Site Address/ Location: fbeu_;� -------------- 2. Property Tax Account Number: 4�'/3/-Oool tj7oo c):) 3. Approximate Site Size (acres or s�quare et): I C, 00 0 4. Is this site currently developed?.. yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. less than 5-feet elevation change over entire site. slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-.feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertiqal rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater th an 30.010, present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-fe.et). Other (please describe): 6. Site contains areas of year-round standing waten Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodwa . Y-44 floodplain of a water -course. 9. Site contains a creek or an area where water floiys across the grounds surface? Flows are year-round? Flo' ws are seasonal? (What time of year? 10. Site is primarily: forested ; meadow shrubs mixed 4�1�. urban landscaped (lawnshrubs etc) 11. Obvious wetland is present on site: 4-, Z5. . N Z Jte is, oned ... ....... jnap. t 4 �scs' 7 ap jp d ...Xe..An PM pkq. �-C#Ocal.Ar :4_ -d 'A .. .... ;NIP P..f� ite*.w�d��dg'5'19*RAk,O,.'O.'."0 .. ... .. d Y Sg Ite., esi��.t�. . ..... DRM1N-AT1d&":':':-�*....._. IETt V A I RECEIVED Ae SEP. 14 2000 DIVE101MENT SEhlICIS CTR. CITYQ�FZEDMONDS 13 AOf 6- V F, A s-Law-vil a?ufo APP. : : '... I... ��O. - (� A, P, 16 Q S, !�n Z CITY COIA Jim. DECL4RATION OF SHORT SUBDIVISION., COVENANTS,, RESTRICTIONS AND DEDICATION KNOW ALL PERSONS BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARTHUR H. NETHERCOT AND PHYLLIS A. WARNER, HUSBAND AND WIFE, THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND WASHINGTON MUTUAL BANK, THE MORTGAGEE THEREOF HEREBY DECLARE, PER ECDC 20.75.140B, THAT THIS SHORT SU13DIVIDISION IS MADE WITH OUR FREE CONSENT AND ACCORDING TO OUR DESIRES, AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, AVENUES, PLACES AND SEWER EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE SHORT SUBDIVISION, AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON LOTS, BLOCKS, TRACTS, ETC., SHOWN ON THIS SHORT SUBDIVISION IN THE REASONABLE ORIGINAL GRADING OF ALL STREETS, AVENUES, PLACES, ETC., SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE DIVERTED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHTS -OF -WAY TO HAMPER PROPER ROAD DRAINAGE. THE OWNER OF ANY LOT OR LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE RECORDING OF THE SHORT SUBDIVISION, MUST MAKE APPLICATION TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER AND THE CITY PLANNER FOR SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER. THAT WE, THE UNDERSIGNED, HAVING AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE HEREIN DIVISION OF LAND APPROVED AS SHORT SUBDIVISION NUMBER S-98-71 BY THE C17Y OF EDMONDS, SUBJECT TO THE FOLLOWING COVENANTS AND RESTRICTIONS: SETBACKS SHOWN FOR REFERENCE ONLY AND VEST NO RIGHT. 11. ACCESS TO LOTS 7 AND IS HEREBY RESTRICTED TO THE FIFTEEN (15) FOOT ACCESS EASEMENT LOCATED ON LOT 2. 1//. ALL SUBSEQUENT DEEDS WILL CONTAIN PROVISIONS FOR THE FIFTEEN (15) FOOT ACCESS EASEMENT IN THE MANNER DESCRIBED HEREIN; /V THE MAINTENANCE OF THE FIFTEEN (15) FOOT ACCESS EASEMENT DESCRIBED BY THIS DECLARATION SHALL BE BY THE OWNER(S) OF THE PARCELS HAVING LEGAL ACCESS THEREFROM OR THEIR SUCCESSOR(S); V. THE FIFTEEN (15) FOOT ACCESS EASEMENT IS HEREBY SUBJECT TO A UTILITIES EASEMENT IN FAVOR OF THE GRANTOR(S) OR THE SUCCESSOR(S) AND OF ANY ELECTRIC, TELEPHONE, TELEVISION CABLE, GAS, WATER, OR SEWER COMPANY, PUBLIC OR PRIVATE, OR THE SUCCESSOR(S) TO INSTALL, CONSTRUCT, OPERATE, MAINTAIN, ALTER, AND REPAIR THEIR RESPECTIVE UTILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SAID PURPOSES; v/. MAINTENANCE, OPERATION, REPAIR, ANDIOR RECONSTRUCTION, AS INTENDED IN THIS DECLARATION, APPLY TO ALL NECESSARY MATERIALS AND LABOR REQUIRED TO MAINTAIN A STABLE AND USABLE DRAINAGE SYSTEM As SHOWN ON THIS SHORT SUBDIVISION AND IDENTIFIED HEREON AS THE DRAINAGE EASEMENT. THE COST OF SAID MAINTENANCE, OPERATION AND REPAIR, ANDIOR RECONSTRUCTION SHALL, ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF SAID LOTS 1 AND 2. Vil. EXISTING DRIVEWAY TO REMAIN AS IS AS LONG AS LOTS REMAIN IN COMMON OWNERSHIP. REMOVAL OF DRIVEWAY SHALL BE UPON SALE OF PROPERTY ANDIOR CHANGE OF OWNERSHIP. LLJ Lu LL_ LL_ c) (D FS WARNER SHORT SUBDIVISION S-98-71 NE 114, SW 114.9 SEC.B. T.27N... R.4E, W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON CERTIFICATION WE CERTIFY THAT ARTHUR H. NETHERCOT AND PHYLLIS A. WARNER, HUSBAND AND WIFE, ARE THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND WITH WASHINGTON MU71JAL BANK, THE MORTGAGEE THEREOF HEREBY CERTIFY THAT THIS SUBDIVISION, WITH THE PRECEDING DEDICATIONS AND CONDITIONS, IS MADE OF IT'S FREE CONSENT AND ACCORDING TO IT'S DESIRES. 0.zd—� K. `0'k� c;--( H. NETHER T f - Z4.-. 7;1614 S A. WARNER 3 holell 6A TE' _51101�f DATE 13yiecollm,754134-1,— T/ TL E: A 3//f ft?!r WASHINTgN MUTUAL 13ANK DATE A CKNO WLE D GME NT STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH) I CERTIFY THAT I KNOW OR HAVE SATISPACTORY EVIDENCE THAT ARTHUR H. NETHERCOT AND PHYLLIS A. WARNER ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENDONED IN THE INSTRUMENT. DA TED: 5 -/a H t SION 0 . 0 OTA n "us I-%,- 10-15 2001 k W kA NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT EVERETT MY APPOINTMENT EXPIRES: 10-18-2001 STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 6e-66r -37 -�! _92 _09 AA - A4 LIM IS THE PERSON WHO APPEARED BEFORE ME, AND SA16 PERSON ACKNOWLEDGE) THAT HEISHrSIGNED THIS INSTRUMENT ON OATH STATING THAT HEI.9�4e WAS AUTHORIZED TO EXECUTE THE INTRUMENT AND ACKNOWLEDGED IT AS THE (TITLE) �' 1114f�_ OF WASHINGTON MUTUAL BANK, TO EE THE FREE AND VOLUNTARY ACT AND DEED OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED: 16NNETH L. LONG H . ON �o 'LIC IN AND FOR THE STATE OF WASHINGTON NOTARY PUE (�Y V -0 RESIDING AT. EVERETT' PUB\.\G r 11 - �L��U'10-18-2001 i�_ MY AFPOINAfENT EXPIRES: 10-18-2001 or S WA \A\)P HOLD HARMLEt SS A GREE MENT OWNER, AND ALL PERSONS HAVING ANY PRESENT, OR SUBSEQUENT, OWNERSHIP INTEREST IN THESE LANDS, AND ANY SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED, NOW OR IN THE FUTURE, TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE C17Y OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE SOLELY CAUSED BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. CONDITIONS 1. COMPLIANCE WITH ALL OF THE CONDITIONS OF APPROVAL FOUND IN - THE FINAL APPROVAL OF THE SHORT SUBDIVISION AND THE ATTACHMENTS THERETO. A COPY OF SAID DOCUMENT IS LOCATED IN FILE S-98-71 IN THE OFFICE OF THE CITY OF EDMONDS PLANNING DIVISION. APPROVED AND AU7HORIZED FOR RECORDING BY 7HE CITY OF EDMONDS ENGINEERLIVG DIVISION BY: OXIA t t4 Z4'og� // it THIS DAY OF MARCH, 1999. APPROVED AND AUEHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNINq DIVISION BY: TIJIS /5, y4f, V/ DAY OF MARCH, 1999. REMSTEME(D LAND SUIMEYORS CEMTMICATE 1, KENNETH L. LONG A REGISTERED LAND -------------- SURVEYOR, DO HEREBY CERTIFY THAT THE SHORT 11 'L. SUBDIVISION FOR PHYLLIS WARNER IS BASED ON 0 AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 8, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THERFON -CORRECTLY AND THAT --PROPER 16916 MONUMENTS HAVE BEEN SET AND LOT AND BLOCK 4101 T'9S CORNERS STAKED ON THE GROUND AS SHOWN ON THE LOT. Lo KiNNETH L. LONG , PLS DATE REGISTERED PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 16916 AUDITOR"S CEiRTINCATE FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS :2'brd DAY OF MARCH, 1999, AT I I g MINUTES PAS M., AND RECORDED IN VOL. OF SHORT PLATS, PAGES THROUGH p RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BOB TER KILLIGER AUDITOR, SNOHOMISH COUNTY BY. 6JZ2:�� ()Lt�;,j DEPUTY COUIVY AUDITOR _�55()og A.F. NO. 'N050 ct:: C) C=) C-1) Lu Lu LL- LLJ (D T LOCATED THIS SURIVEY N 8j-05,.31. W WARNER SHORT SUBDIVISION S-98- - 71 NE, 114, SW 1/4 SEC.8. T.27N., R.4E... W.M. to J02-46 174 Tfi ------- 4DMONDS, SAOI10MISH COUNTY., WASHINGTON CITY OF E S.Ww 20 FND 3' BRASS DISK W1 -X- FLUSH LS 4561 PLAT (FRE) ollim Iwo--------- 1`13 (Mb N"Joill" '601P golt 01) lip I lip I ohn 30 1 ') 11m. 1111,�.p pool, 2.0 ILA c;, poo Fort?In FND 4" Xf C04C. MONICASE W12-112- L BRASS DIS<, H/ "X" SCALE. 1 30' 0.6' DOWN tri PLAT (FRE) Fulaimmm 6i OEM= - ----- SM 0 15 30 60 MERIDIAN: PLAT OF FOREST RIDGE ESTATES VOL. 43, PGS. 93-94 BASIS OF BEARING: CENTERLINE 71ST PL. W. NW COR. LOT I (S-9-80) A.F. NO. 8008010187 FNO 1-114- O.D. CAR SPEL 0.2' NORTH OF 20 CALCULATED POSITION FND 4" DIA. CONC. (NOV., 1998) FND RIC LS NO. 4561 AT MONICASE W1 2" Z. BRASS DISK, W1 "X" CORNER it" .6' DOWN 321-90 PLAT (FRE) (NOV.. 1998) C1 44L�'A'T (FRE) 0 5S N 8773'.34" P FND 4" BRASS V (L) 1 173. 8 9 X" -------- N 87'13'28" W (q) 6 (L) DISK W1 173.68 (y) FLUS4 LS 9891 MEETS OR EXCEEDS SURVEY StANDARD AS PER. WAC 332-130-050 WAC 332-130-090 WAC 332-130-100 INSTRUMENT USED: WILD TC-1010 SURVEY PERFORMED BY FIELD 7RAVERSE OD FENCE 10.63 80.00 PLA 7 (fTE) (FRE) 01 175TH ST. S.W. - - - - - - 93. -,.3.48 (FRE) DRAINAGE SEMEN T To BENEFIT LOT I Lu RO PIC LS Ln ul No. 4561 AT 175TH �-1111 C) -4- "071* C(RNER S (0 (zs A (mm., 199 S.W. Ad SFR 8) SFR 8,009 SF G=11,563 SF N= 10, 640 SF 17508 t uj 71ST AVE. W -01-41 I . N 15 15.00, S 81-27'40- Wk (R) FIlD RIC LS LIE: > I T3 -,�N). 4561 62.5 0.3' SOUTH OF C,ILCULATED POS17ION FND RIC LS 01 t lurf NO. 4561 AT 3077 1 74*5E It ANL) CORNER N 60:?6 (;Esb mEt4-Tf (nov., 1998) '75, W Z (NOV., 1998) AG F-ASF- 60.59 SET NAILIFLASHER IN FENCE POSF 116.2 cm 1 '19 L - - - - - - - - - - 51.61 74'58 ACCESS TO LOTS fit", .11"m I AND 2 SHALL 7J. 70 BE RESTRICTED TO . I � THE 15 EASEMENT 17.IJ21 11 _ W�C N 87 IJ'J4 Lj 11100 19 - N cl - P9 ci to il.fi ' ' C14 f4 01 110 0 8 0 .10.1 t (:> C� � � 5 Pop nI SW. COR. hwp* ( ') �� T filloll N 8i;1326- 20' TRACT 143 lillullill .45 offio, III Illp 20' 30' .326 5 f C14 ------- no% 176TH ST. S.W. 04 11 4" X40 CONC. - - - - -E MONICASE W1 2- FND 4" X4" CONC. poll) N 87*13'280 w 364.69 ------ BRASS DISK, W1 "X" MONICASE W1 2- 0.4' DOWN BRASS DISK, W1 7' Off DOWN SEA LAVW ACRES, VOL. 19, PG. 6 GLEN ELLEN WEW TRACTS, VOL. 2.3, PG. 6 NOTES 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PAR77ES WITHOUT EXPRESS RECER71FICAIION BY THE LAND SURVEYOR. Z) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. 3.) SETBACKS SHOWN FOR REFERENCE ONLY AND VEST NO RIGHT. CURVE, TABLE NO. DEL TA RAD I US LENGTH(C) ci 11*19 '570 501.20 99.13 C2 4-36 '58-(C) 501.26 40.38(C) 4:36:49-(L) 501.26 40.36(L) C3 16 24 20' 521.26 149.25 C4 1*43'44" 501.26 15.13 C5 2*53'140 501.26 25.26 LE GEND 0 SET 5187x 24- REBARICAP KSI 16916 SET CONCRETE NAIL M714 x FLASHER (CNF) WSI 16916 MONUMENT NOT FOUND OR SET MONUMENT WSI 16916 A0FOUND MONUMENTICASE FOUND REBARICAP OR I.P. (IRON PIPE) (NOV, 1998)) (C) CALCULATED (P) PLA T (M) MEASURED (L) LEGAL DESCRIP77ON (D) DEED (FRE) PLAT OF FOREST RIDGE ESTATES VOL. 43, PG. 93 R. 0. W. RIGHT-OF-WAY P.O.B. POINT OF 13EGINNING T.P.O.B. TRUE POINT OF BEGINNING E CENTERLINE PROPERTY LINE -X-X- FENCE LINE BSBL(TYP) FRONT .......... 25' REAR . ........... 15' SIDE . ............. 7.5' LE GAL DE SCRIPTION TOTAL PARCEL: THAT PORTION OF TRACT 143, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 143; THENCE NORTH 00'21'49" WEST., ALONG THE EASTERLY MARGIN OF 72ND AVENUE WEST., A DISTANCE OF 302.23; THENCE SOUTH 87*13'34" EAST., A DISTANCE OF 148.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87*13'34" EAST., A DISTANCE OF 173.68 FEET TO A POINT ON THE WESTERLY MARGIN OF 71ST PLACE WEST, THE CENTERLINE OF WHICH IS DESCRIBED AS PER SNOHOMISH COUNTY RECORDING NO. 2078768; THENCE SOUTH 11*25'34" EAST PARALLEL WITH SAID CENTERLINE, A DISTANCE OF 43.61 FEET TO A POINT ON A CURVE TO THE RIGHT, AT WHICH POINT THE RADIAL CENTER BEARS SOUTH 78*3426" WEST., A DISTANCE OF 501.26 FEET, THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE CONSUMING A CENTRAL ANGLE OF 04736'49" ' AN ARC LENGTH OF 40.36 FEET, THENCE SOUTH 74*58'19" WEST., A DISTANCE OF 118.19; THENCE NORTH 87'13'34" WEST., A DISTANCE OF 73.70 FEET, THENCE NORTH 00'21'49" WEST., A DISTANCE OF 118.07 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS LOT 1 Of:- SHORT PLAT RECORDED UNDER RECORDING NO. 8008010187) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. A.F. NO.