9502 18TH AVE W M 2023 Plans 2025-02-03

CONSTRUCTION N� I'ES j fL - - -- —PIIN. OF W 1/2 SE 1,�4 OF SEC 1I,I i 28N, R4E W.n4. � PROJECT INFORMATION U J I I Ol CONC. DRIVEWAY PER COE STD. DET. 315 `� I L ——_ =---r�----_J I L——— ——— =j OWNER/APPLICANT. PACIFIC RIDGE HOMES CUT ROCKERY, COMPLETED O2 MATCH GRADE AT BACK OF SIDEWALK AND UNDER SEPARATE PERMIT. % 1 t� ADDRESS: 9502 18TH AVENEUE W, UNIT M PROVIDE SMOOTH TRANSITION I TOP 559.5 I (TYP.)I TOE 556.0 ; HOUSING MODEL NO.: LENNON - ELEVATION A OSIMULATED PROPERTY LINES FOR SETBACK 3 PURPOSES ONLY z s - PROJECT DESCRIPTION: a s 4 (TYP,) CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FOR A 4O BUILDING FOOTPRINT SINGLE-FAMILY RESIDENTIAL HOME ASSOCIATED WITH OI I BSBL (TIP.) (�•) 556 PUBLIC WORKS PERMITS PW2211-017 AND PW2211-021. o 5 ROOF OVERHANG / o O6 I I Io' I . (TYP.) .r -y , I Ir y -I LEGAL DESCRIPTION: CLEARING LIMITS I I 5 I �� 15 f- I TBD ' j �p RJELY_ I 4 t4 �V ��a WA O7 12" STORM MAIN I I I �h `s�, I 3 r .12 TAX PARCEL ID#• O�� ` °�� o I I I I h°`' I I O �s R A PROPOSED h I �<' I TBD �` 54944 0 O 6" ROOF DRAIN SYSTEM I I ADJACENT I I I P' UNIT 13 I i I R�� `Fss1QVAL DWELLING (Tl'P.) I SG=554.9 I PARKING CALCULATIONS: `"A` 25 = O9 ROOF DRAIN CLEANOUT, IE PER PLAN I I I I # OF SPACES REQUIRED = 2 5' MIN. (TIP.) I tK- I I I I # OF SPACES PROVIDED = 2 (DRIVEWAY) 10 8" SEWER MAIN I I I o �4 I I I _ �� _ (rYP.) 1 `�& � IE=5,50.o I SIMULATED LOT AREA: 3,361 SF 11 6" PVC SIDE SEWER I I t ,� 10'MINI Ir I o - I 5' '- - __ _15' _= I BUILDING COVERAGE. 1,372 SF (41%) z 12 SIDE SEWER CLEANOUT, IE PER PLAN L=_fL= = J �r ---- - J 3 N=33615.34 IMPERVIOUS AREA: 1,688 SF (507) 13 8" WA TER MAIN _ IE=591.58 9 - I Z _ N 11 I = ;o N E-12 0943.60 _ QUANTIFIED SURFACE AREAS: N I 14 3/4" OR 1" PROPOSED WATER METER —R1 �� I -�-�,I -'' o .I �� TOTAL PROPOSED ROOF AREA = 1,372 SF 41i - -�---- - ---- -_ F� I 7 (TY1�.) —� TOTAL PROPOSED = � - _ _ 0 OSED OTHER HARD SURFACES 316 SF _ POLLUTION GENERATING = 316 LLJ LEGEND N875237W 148.93' _ROAD A 2 -_- _----- ------- TOTAL PROPOSED LAWN AND LANDSCAPING Z_ l SC PING = 1,673 SF -- - - SIMULATED LOT LINE :-T. --- ------------- PRIVATE TRACT LINE TYP. TOTAL PROPOSED ROOF & OTHER) SURFACES = 1,688 SF O M --�--_ -, ---- -_-�_�_ I+00 ESMT. TOTAL LAND-DISTURBING ACTIVITIES = 1,192 SF - - TYPE 1 SD CA TCH BASINS "— — J a- a TYPE 2 SD CATCH BASIN �_ _U of of —T I RC RD STORM DRAIN --L,I— _ = I� v J oc Q o -- ROOF LEADER DRAIN NOTE: CLIENT U STORM CLEANOUT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR Q �a�°O� SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING Q Q PACIFIC RIDGE HOMES WITH THE SELECTED BUILDING DESIGN. IN CASE OF J�\�� 17921 BOSURE OOREfT HWY -- - 8" SEWER MAIN DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. BUILDING HEIGHT CALCULATIONS: Q�P �Y BOTHELL WA 98012 SEWER CLEANOUT A = 554.85 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM 20\o �i • v 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT 8 = 554. 5 C P H ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER C = 55 .8 WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. D = 554.85 ac°�' CONSULTANTS sm AVG. ELEV. = 554.92' 59 Pbnrig-04 Frgaeerag londsmpe kchileclue•land Use Comtfng --' ROCKERY WALL 3. PRIOR TO START OF WORK, CONTRACTOR SHALL BE MAX. ALLOWED ELEV. = 594.92' (40' ALLOWED) w� HIGHEST POINT OF THE SIDEWALK = 555.61 IMI. 1 IMM 31 o FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS w°n�°�.W^+>s�l•Iwrl�»]I '.'z Q MSE WALL PERMIT APPROVED PLANS UNDER PERMIT NO. , - PROJE W2211017 FFE = SG+0.5' = 555.42 w.•"pnrniu1ton1 °m CT N0. AND NO. PW2211-021, AND VERIFY EXACT LOCATION AND ACTUAL ELEVATION = 584.08 0132-21023 ro DEPTHS OF UTILITIES. HEIGHT OF STRUCTURE = 28'-7 7/8" ° 20 40 DRAWING 1 Itner.ha.below- - PLAN IN FEET SHEET 1 OF 1 — Cxil n°ma Wdm. -