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CONSTRUCTION NOTES PTN. OF W 1 .2 SE 1 4 OF SEC 14. TWP 28N. R4E W.IVI. 6
<br /> "::\,,,,,„ 1 ' = I `,,, 1_ ,i PROJECT INFORMATION
<br /> 1 CONC. DRIVEWAY PER COE , is' wTR. ESMT. - - - - -
<br /> O S . DET. 315 _ , 14s
<br /> OWNER/APPLICANT: PACIFIC RIDGE HOMES
<br /> O�—I - __ I N87 52;37"W 148.93'ROAD A _
<br /> O MATCH GRADE AT BACK OF SIDEWALK AND __ _ ADDRESS: 9502 18TH AVENEUE W, UNIT 16
<br /> PROVIDE SMOOTH TRANSITION \` �° - - - 2+°z,-_=N=,33559738- - -- �PRIVATF 13 (7�'P•) - HOUSING MODEL NO.:
<br /> ' . E=1290863.30- - -- --
<br /> O SIMULATED PROPERTY LINES FOR SETBACK - wr -- J 0 ( )
<br /> CIVIL SITE PLAN IN SUPPORT OF BUILDING PERMIT FOR A o
<br /> ESMT \ « --,, oR.- _ _--_- $, ____cgs' SINGLE-FAMILY RESIDENTIAL HOME ASSOCIATED WITH w
<br /> O BUILDING FOOTPRINT \ ,�--- "az �J D �D� �° ' p° — PUBLIC WORKS PERMITS PW2211-017 AND PW2211-021.
<br /> O5 ROOF OVERHANG \i� \` \,Y/(TYP.) 'h L .. I ik ( -� ,, _ 1
<br /> \ / N M I LEGAL DESCRIPTION: o
<br /> \\ �' IE= 37 I "� TRACT LINE (TYP.) z
<br /> O CLEARING LIMITS \\\ \\'r' 5\ O' IGS_i 121E=.549.9 0(TYPI) I- TBD
<br /> \1 i —J- —, JgIELY,�
<br /> `\ \ �`' ,�k r B -- �L TAX PARCEL ID#: ��� H/tic`g
<br /> 0 12" STORM MAIN ,c \ I I °s 15' 3 (TYP.) 1 TBD o 04 SAS e
<br /> \ LT \ 6'1 1 =
<br /> O 6" ROOF DRAIN SYSTEM \\ ` \ I ' _ I 59944
<br /> ��� , o�, F�. Fti
<br /> \\ , PARKING CALCULATIONS:
<br /> Fy /STE �r
<br /> \\\ \\; 1 C ��, I I # OF SPACES REQUIRED = 2 S7�AL��
<br /> O9 ROOF DRAIN CLEANOUT; IE PER PLAN \ `�\ c\ UNIT 16 s.. I i # OF SPACES PROVIDED = 2 (DRIVEWAY)10 8 SEWER MAIN \\\ " \��O I ma`s I I 10' MIN. (TYP.) SIMULATED LOT AREA: 4, 687 SFEcEov°-';'n\ \\ \ I sz D 116" PVC SIDE SEWER `\ \ )© •
<br /> � i \ I 0 > I BUILDING COVERAGE: 1,488 SF (32%) 4 r
<br /> O12 SIDE SEWER CLEANOUT; IE PER PLAN I ,\ I %' - I ' I I -� ��r 5 2023 =• �'
<br /> 11.5 , I 1 I IMPERVIOUS AREA: 1,792 SF (38%) `
<br /> O13 8" WATER MAIN — ' — _ -�5 IQUANTIFIED SURFACECITY 0 EVERET1
<br /> TRACT LINE (TYP.)------..- \ AREAS: Perm t Services N
<br /> 1" I i PROPOSED ADJACENT TOTAL PROPOSED ROOF AREA = 1,488 SF
<br /> 14 3/4" OR PROPOSED WATER METER L I^ �5 MIN. ^ DWELLING (TYP.) TOTAL PROPOSED OTHER HARD SURFACES = 304 SF z
<br /> __ POLLUTION GENERATING = 304
<br /> --� NON-POLLUTING GENERATING = 0
<br /> LEGEND — —r — 1 y TOTAL PROPOSED LAWN AND LANDSCAPING = 2,895 SF I—
<br /> TOP 0.0 2.0 TOTAL PROPOSED (ROOF & OTHER) SURFACES = 1,792 SF z
<br /> TOE -2.0 TOTAL LAND-DISTURBING A A 1,272 SF 5
<br /> SIMULATED LOT LINE 6 (T'-P•) ij�IQBE�S =BSBL (TYP.) - ; CUT ROCKERY, PUBLIC WORKS DEPARTMENT Z z TYPE 1 SD CATCH BASIN COMPLETED UNDER
<br /> S87'5235""E 173.60' PROJECT BOUNDARY SEPARATE PERMIT. J 0
<br /> TYPE 2 SD CATCH BASIN (7w•) DATE Ce) 0- 2da3 E o
<br /> STORM DRAIN DTI-OF EVERETT REVIEWED FOk . CC a w
<br /> 0
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<br /> ROOF LEADER DRAIN NOTE:
<br /> BUILDING HEIGHT CALCULATIONS: CLIENT
<br /> • STORM CLEANOUT 1. PRIOR TO ANY FOUNDATION CONSTRUCTION, CONTRACTOR
<br /> SHALL VERIFY ALL DIMENSION SHOWN ON THIS DRAWING P1 1FBicR 9E R0 ,
<br /> A=554.71 17921 BOTHELL-EVERETT HWY
<br /> WITH THE SELECTED BUILDING DESIGN. IN CASE OF SIUITE100
<br /> CC, 8" SEWER MAIN 8=554.71 BOTHELL,WA 98012
<br /> DISCREPANCIES, CONTRACTOR TO NOTIFY THE ENGINEER. C=554.71
<br /> a SEWER CLEANOUT 2. SPOT ELEVATIONS SHOWN HAVE BEEN INTERPOLATEDD=555.15
<br /> FROM AVG. ELEV.=554.82
<br /> 8" WATER MAIN THE APPROVED SITE WIDE GRADING PLANS. SPOT MAX. ALLOWED ELEV.=604.82' (50' ALLOWED) C P H
<br /> ELEVATIONS SHOWN ARE A GENERAL GRADING GUIDE. REFER
<br /> a. 5. WATER METER TO THE DETAILED SITE GRADING PRIOR TO CONSTRUCTION. CONSULTANTS
<br /> Site Planing•Ccl ErAYneer ng
<br /> Lcndscope Architecture•land Use ConEP g
<br /> ROCKERY WALL 3. PRIOR TO START OF WORK, CONTRACTOR SHALL BE ,3,t'',Z.T.1%;e21..0
<br /> lal Swm werorpee^veve.SWRC3
<br /> FAMILIAR WITH THIS PLAN, CITY OF EVERETT PUBLIC WORKS wemxmee.w^senol.lsov,rs»r
<br /> wrx-.c Pncons.,,,;—
<br /> ' MSE WALL PERMIT APPROVED PLANS UNDER PERMIT NO. '2W2211-017 PROJECT NO
<br /> (_"_N0132 21-023
<br /> nn�n P;;i���� n�� \i�piw cvnrT inrgTlON AND
<br /> AND NO. LL11-VL I, AND VERIFY EXACT LOCATION DRAWING
<br /> 811 DEPTHS OF UTILITIES. 0 20 40 1
<br /> ,�a below. PLAN IN FEET
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<br /> Call pelore you tlig. m3rn5Cu ttz L H
<br /> SHEET 1 OF 1
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