9502 18TH AVE W 2023 UNIT N Plans 2025-06-27

CONSTRUCTION NOTES •• PTN. OF W 1 2 SE 1/4 OF SEC 14. 1\NF 28N. R4E W.M. 0 • 6 I L-_____T-'1 I i I i r PROJECT INFORMATION O CONC. DRIVEWAY PER COE STD. DET. 315 I �- I Lii I OWNER/APPLICANT:: PACIFIC RIDGE HOMES AND ERY, COMPLETED - EIJ O PROVIDE SMOOTH TRANSITION UNDER SEPARATE PERMIT. ADDRESS: 9502 18TH AVENEUE W, UNIT N TOP 560.0 SIMULATED PROPERTY LINES FOR SETBACK ' (3'4)TOE 556.E I 560 HOUSING MODEL NO.: THELON - ELEVATION B PURPOSES ONLY y PROJECT DESCRIPTION: o g CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FORA E 's 0 BUILDING FOOTPRINT I (TYP) 3 ! SINGLE-FAMILY RESIDENTIAL HOME ASSOCIATED WITH 5 ROOF OVERHANG 556 I / BSBL (TYP.) PUBLIC WORKS PERMITS PW2211-017 AND PW2211-021. L'' g IJ r --I 5'I_ —— —' -- — -I , 1 ' ©( •) LEGAL DESCRIPTION: 0 CLEARING LIMITS 1)I I 1�' I 5' ,R�[ir_�i 5 MIN. (TYP.) h �c I TBD of NAsy e 012" STORM MAIN I I I 1 r TAX PARCEL ID#: o P I 11 I TBD '‘. 0 6" ROOF DRAIN SYSTEM i 10' MIN. (TIP.) I `'�h UNIT 12 �10 'MI �a9 o",F F'O.7STE,-, P� I PARKING CALCULATIONS: s ONa`�-,�5l?3 09 ROOF DRAIN CLEANOUT; IE PER PLAN I I SG=555.4 # OF SPACES REQUIRED = 2of I I ‹a`'� AD�ACEN� # OF SPACES PROVIDED = 2 (DRIVEWAY) 10 8" SEWER MAIN I ( •)0 I I Goy' I DWELLING (TYP.) I _ "y`o SIMULATED LOT AREA: 3,356 SF 11 6" PVC SIDE SEWER I ( •)© I I I 0 hhh' I I - - - - —, r7 ;r 5'I %! I , I I BUILDING COVERAGE: 1,387 SF (41%) 12 SIDE SEWER CLEANOUT; IE PER PLAN L -1-- -L__x1 J I 1 1E1=551.8 0 _ •--�� - 1 !P IMPERVIOUS AREA: 1,736 SF (52%) 3 .,=550.9 13 8 WATER MAIN TYF u, 1 I ��-�J ( ) N TYP•pi,�z N=33 613.86 I N ( )�i - QUANTIFIED SURFACE AREAS: — -Ir. t r E=12)0983.57 0 ci 14 3/4 OR 1" PROPOSED WATER METER o I R TOTAL PROPOSED ROOF AREA = 1,387 SF ' , RD -I - TOTAL PROPOSED OTHER HARD SURFACES = 348 SF 15' WTR. ESMT. 1.,' - --- • -i----,,_ — ! -` POLLUTION GENERATING = 348 Ell LEGEND - - ( . `15' NON-POLLUTING GENERATING = 0 I- 20' SWR. ESMT. TOTAL PROPOSED LAWN AND LANDSCAPING = 1,621 SF z { )-- ROAD A ass •8752'37"W, 148.93'1 TOTAL PROPOSED (ROOF & OTHER) SURFACES = 1 736 SF O SIMULATED LOT LINE ti - 7c - - (PRIVATE)_ _ - 1 .. TOTAL LAND-DISTURBING ACTIVITIES = 1,186 SF ,- Z TYPE 1 SD CATCH BASIN -==a — -- � --- < -- - -- � - 0 z TYPE 2 SD CATCH BASIN UR_ a i4 CC F TRACT TUNE (TYP.) RD ;LI _ I - ,� 1 ._-- a STORM DRAIN _ j_ I " ( Q 2 F, ROOF LEADER DRAIN NOTE: oe\ CLIENT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR e e\oc STORM CLEANOUTGO. p v SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING ` O\o 'L)ACIFIC RIDGE HOMES WITH THE SELECTED BUILDING DESIGN. IN CASE OF O coc`O N� 6 ' 1'921 BOTHELL-EVERETTHWY 8" SEWER MAIN BUILDING HEIGHT CALCULATIONS: -C I\� Z sE TET°° DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. A9Q\a��O�, /� BOTHELL,WA 98012 �'' SEWER CLEANOUT A = 555.36 r��\`{• ��G p� JI// 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM B = 555.76 0� ' PO O W 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT C = 555.36 O\`ceo�G P� / / C P H ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER D = 555.36 % WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. CONSULTANTS AVG. ELEV. = 555.46 Ste Plorring•CPI Engneeing MAX. ALLOWED ELEV. = 595.46' (40' A O D) ICG RA2hllecfwE to dUWCCR m OCEIOCD ROCKERY WALL 3. PRIOR TO START OF WORK, CONTRACTOR SHALL BE 12eNE '""' KM1hM.WA 9A^JI•11]57�2� HIGHEST POINT OF THE SIDEWALK = 556.01 Wa^°1P^°^pQA4Q^uGSUYeG FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS PERMIT APPROVED PLANSFFE = SG+0.5' = 555.96 ` °"`°"'°"°"""m MSE WALL UNDER PERMIT NO. PW2211-017 AND NO. PW2211-021, AND VERIFY EXACT LOCATION AND ACTUAL ELEVATION = 583.48 0132-21-023 DEPTHS OF UTILITIES. HEIGHT OF STRUCTURE = 27'-6 1/4" O DRAWING PROJECT NO 5 o zo ao 1 0 w�e..n.,n below. PLAN IN FEET SREE 1 of a_ Call eeiae y°°ay. cooreh,2023c=H�nsunann Lc ai a l.ae,,