9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)

PTN. OF W 1/2 SE 1/4 OF SEC 14,TWP 28N, R4E W.M. CONSTRUCTION NOTES �- I I i , PROJECT INFORMATION II � II I O CONIC. DRIVEWAY PER COE STD. DET. 315 �I - - - -_ _ � -- - -_._ -J I OWNER/APPLICANT. PACIFIC RIDGE HOMES MATCH GRADE AT BACK OF SIDEWALK AND CUT ROCKERY COMPLETED i % = 7 1--"I ADDRESS: 9502 18TH AVENEUE W, UNIT L OPROVIDE SMOOTH TRANSITION I UNDER SEPARATE PERMIT. 3 (T11P.) TOP 558.5 I HOUSING MODEL NO.: HUDSON - ELEVATION B SIMULATED PROPERTY LINES FOR SETBACK ❑ III — _558 (2'0 TOE 556.5 PURPOSES ONLY — — _ - � r�� PROJECT DESCRIPTION: �- ' CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FOR A s 4 BUILDING FOOTPRINT 556 SINGLE-FAMILY RESIDENTIAL HOME ASSOCIATED WITH w TOP 559.2 �(Typ') PUBLIC WORKS PERMITS PW2211-017 AND PW2211-021. o 5O ROOF OVERHANG ir-- - - (3'4 TOE 555.£ °' o I'I I I i LEGAL DESCRIPTION: O6 II -- - - - - - TBD � =�AELYy.CLEARING LIMITS MN. (TYP.) "' i � . - '5'PROPOSED 5' TAX PARCEL ID#: O7 12 STORM MAIN ADJACENT 8 II \ s I TBDTIP) 1 qDWELLINGlF-54� 6" ROOF DRAIN SYSTEM 10' MIN. (TYR) I I I I 1�512s O SS7a Al�� I I UNIT 14 PARKING CALCULATIONS: e O ROOF DRAIN CLEANOUT, IE PER PLAN ` SG=554.6 I # OF SPACES REQUIRED = 2 # OF SPACES PROVIDED = 2 (DRIVEWAY) 10 8" SEWER MAIN I I: ( -) 4 I I \`sue 10 1 'I I I SIMULATED LOT AREA: 3,361 SF \( 7 (TYP.)L�( ') 5 I I 6� 12 IE-.:49.8 11 6" PVC SIDE SEWER E ____ I h� I \ I BUILDING CO ,387 SF (417) — _ =1 1 �l I I = 12 SIDE SEWER CLEANOUT, IE PER PLAN 9 I - - 5' � _ i IE=5 LJ8 �--► 5' L_ ih — -I I f 3 O �\� ° I -- - - -e r IMPERVIOUS AREA: 1,735 SF (529) 8 (TYP.) I =-I o 13 8" WATER MAIN I it N=335616.82' UAN77FIED SURFACE AREAS: O c O 14 0 E290903.61 TOTAL PROPOSED ROOF AREA = 1,387 SF z O14 3/4° OR 1" PROPOSED WATER METER `� N — — TOTAL PROPOSED OTHER HARD SURFACES = 348 SF 13 ( ) ° POLLUTION GENERATING = 348 w LEGEND �, y-� -=}�__ __-__ _ _ �D rl 14h NON-POLLUTING GENERATING = 0 z -_ _ __.. TOTAL PROPOSED LAWN AND LANDSCAPING = 1,626 SF TRH I T LINE TYP. --------------- SIMULATED LOT LINE 2+00 2 =f (__�__ __ TOTAL PROPOSED ROOF & OTHER SURFACES = 1,735 SF - - - _ TOTAL LAND-DISTURBING ACTIVITIES = 1,186 SF �, -----=-----_------------ z TYPE 1 SD CATCH BASIN \: \, i - i WTR. ESMT - - __= Q z -° --' ° APPROVED rI/�1 v' J \ _ _ - ---� - —� __ _-- ° ° e ° Office of Community, tY L TYPE 2 SD CATCH BASIN 20' CL SW1� Office y, Planning&Economic Development ESMT. ,, \i�� E� i 1 ,,_ ___-_--_- _____-__L PLANNING DEPARTMENT - - - - STORM DRAIN - ROOF LEADER DRAIN Name ,j NOTE: DATE STORM CLEANOUT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR PACIFIC MES SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING 921BOT ELL-EHoTTH 17921 B°THELL-EVERETT HWY WITH THE SELECTED BUILDING DESIGN. IN CASE OF BUILDING HEIGHT CALCULATIONS: APP VIED BOTHELL WA 98012 - 8" SEWER MAIN DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. P USL K DEPARTNiEN� SEWER CLEANOUT A = 554.60 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM B = 555.01 BY -- - 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT C = 554.60 OgTE I( 6 �Ti OPIH ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER D = 554.60 CITY OFEVERE i RE WED FOR PERMIT CONSULTANTS WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. AVG. ELEV. = 554.70' Sne F&rng•Crnl Egneerg w n=4,Amlulectve•land Use Comtina MAX. ALLOWED ELEV. = 594.70' (40' ALLOWED) »z-M 20m5el N 3. PRIOR TO START OF WORK, CONTRACTOR SHALL BE � ROCKERY WALL HIGHEST POINT OF THE SIDEWALK = 555.21 FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS FFE = SG+0.5' = 555.20 JE0T N0. CTeb.e.W��I Iswh� www.cPnccnmlcn,,..a. p= Pfl01E MSE WALL PERMIT APPROVED PLANS UNDER PERMIT NO. PW2211-017 ACTUAL ELEVATION = 582.78 0132-21023 AND NO. PW2211-021, AND VERIFY EXACT LOCATION AND HEIGHT OF STRUCTURE = 27'-7" DRAWING DEPTHS OF UTILITIES. 2° 4rim ° 1 IN FEET cupSHEET 1 OF 1 Knewwn.r.below. a— Callxmrt a:e.