9502 18TH AVE W UNIT K 2025-06-24

r CONSTRUCTION NOTES PTN OF w 1/2 SE �F SEC �� ,0 28N. R4E l it _ �.. = f PROJECT INFORMATION m O CONC. DRIVEWAY PER COE STD. DET. 315 TRACT LINE (TYP.) I I I OWNER/APPLICANT: PACIFIC RIDGE HOMES 2 MATCH GRADE AT BACK OF SIDEWALK AND O PROVIDE SMOOTH TRANSITIONADDRESS: 9502 18TH AVENEUE W, UNIT 15 -ML, B� (TYP.) CUT ROCKERY, COMPLETED Q I'T UNDER SEPARATE PERMIT. HOUSING MODEL NO.: OSIMULATED PROPERTY LINES FOR SETBACK . ' f 1 3 PURPOSES ONLY Q I I ❑ �I 3 (TYP.) PROJECT DESCRIPTION: o g �p ow —+ _558— — CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FOR A O BUILDING FOOTPRINT SINGLE-FAMILY RESIDENTIAL HOME ASSOCIATED WITH 15' o, ao —556 4 (TYP.) PUBLIC WORKS PERMITS PW2211-017 AND PW2211-021. o t`5 ROOF OVERHANG ', s< ESMT. ^i — �� 5' 5 (�•) LEGAL DESCRIPTION: O CLEARING LIMITSs I TBD A% + =' j 0. 13 (TYP.) O7 12" STORM MAIN ';, ' I s , ^ 10' MIN. (TYP.) < �p i A i �i , I r C1 0. I, TAX PARCEL fD#: z ) I TBD O 6" ROOF DRAIN SYSTEM +' +�+ �+ -<' -- '�- _ I I �`'� UNIT 15s� I 3 ( FFS��M 0 9R 549W" ++, +`,+ o SG=555.0 I PARKING CALCULATIONS. _ s7�A\�fiy'23 O ROOF DRAIN CLEANOUT; IE PER PLAN + „ I I # OF SPACES REQUIRED = 2 l+� 2 ; ' 9 IE=550.80 I 5' MIN. (TYR) I I # OF SPACES PROVIDED = 2 (DRIVEWAY) 10 8" SEWER MAIN 12 IE=550.0 (T-rp — —��i- I I ADJACOEN� I SIMULATED LOT AREA: 3,365 SF (� 11 6" PVC SIDE SEWER ' \ "� ; �h5 I DWELLING (TYP.) OVEF BUILDING COVERAGE: 1,387 SF (41q) , Z z 12 SIDE SEWER CLEANOUT; IE PER PLAN Q 5 2023 " l\ IMPERVIOUS AREA: 1,824 SF (549) z 13 8 WATER MAIN �\ �\ �� \ �, 8 (r,P.)� L_--JL _--_J I ,. v QUANTIFIED SURFACE AREAS: UC I TY O F E E R E TT N 14 3 4 OR 1 PROPOSED WATER METER N=33561 .44 / " \ ��\�� I° \: �` 11�+ E=1290863.64 I TOTAL PROPOSED ROOF AREA = 1,387 SF Ica I Permit S rvices N TOTAL PROPOSED OTHER HARD SURFACES = 437 SF \`� � 1 RE, POLLUTION GENERATING = 437 w LEGEND \ \ '��, T, `�� -- r �n RI'`_—` ° — NON-POLLUTING GENERATING = 0 TOTAL PROPOSED LAWN AND LANDSCAPING = 1,541 SF z \ �� 2 — — — — SIMULATED LOT LINE /�� , --15,µ E === TOTAL PROPOSED (ROOF & OTHER SURFACES = 1,824 SF 0 Lq ) I = = 10 ( •) TOTAL LAND-DISTURBING AC7IVITIES-' \ a (TYP. 14 1+Op — i� SF u� TYPE 1 SD CATCH BASIN _ -- w V1EN Z y\ ==--T _=_=------- - ------ PUBL uJORKS D< _ --- 0 z TYPE 2 SD CATCH BASIN BY _ a Z0L_ 3__ oC o 20' SWR. ESMTiE - STORM DRAIN \\�' — ----- =-----------�- ;Y OF EVERETT RE WOK l:RM1T Q a is 1 +� ROOF LEADER DRAIN NOTE: BUILDING HEIGHT CALCULATIONS: CLIENT STORM CLEANOUT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING PACIFICRIDGEHOMES A=55 4.9 7 17921 E30THELL-EVERE-7 HWY 8" SEWER MAIN WITH THE SELECTED BUILDING DESIGN. IN CASE OF 8=555.21 SUITE 100 DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. C=554.97 °OTHEU WA 98012 SEWER CLEANOUT D=554.97 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM " A VG. ELEV.=555.03' 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT MAX. ALLOWED ELEV.=605.03' (50' ALLOWED) C P H ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER om WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. CONSULTANTS Site Parvin3•Crvi 6gTai"'n, Landscape ArcFdeo.•Lond Use Cuy0-c _- � ROCKERY WALL 3. PRIOR TO START OF WORK, CONTRACTOR SHILL BEd.'w�f ":5 = mo tµ Sono weracMea.e,ue.,urec FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS emd ee wn awi•Ismi sanzi �< w.+..cocanml+enn.com o� MSE WALL PERMIT APPROVED PLANS UNDER PERMIT NO. PW2211-017 PROJECT NO. n� AND NO. PW2211-021, AND VERIFY EXACT LOCATION AND ° 2-21-023 DEPTHS OF UTILITIES. ° 20 40 DRAWING 1 o� PLAN IN FEET SHEET_1 OF 1 a Call c.mR oua rniP+=?°?3 Cox�.au1 u,«C Ni P•enr.a.x+..