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<br /> CONTRACTOR. TO INSTALL SECTION 34, TOWNSHIP 29 N, RANGE 4 E, W.M. PRIOR TO REQUEST FOR FINAL INSPECTION
<br /> SILT FENCING WHERE Al
<br /> DATUM NAVD 88 ?C Landscaping _f=encing _Signs
<br /> NECESSARY ALONG I I 1 I ..-1,
<br /> I' : -� ,
<br /> PERIMETER IF VEGETATIVE ; ,- - - - •
<br /> 3 BENCHMARK Environmentally Sensitive Area
<br /> BUFFER DOES NOT PROVIDE / /H------"` ? L i I
<br /> Other •
<br /> ADEQUATE PROTECTION. 7.....—.-. s9.00' __-_____---- -' ' WADOT CONTROL MONUMENT "BING"
<br /> -- ------� T - - I . I I Contact: It4ls
<br /> — — — — — — _ ;I 'i = (425) 257-8731 ext. '121f
<br /> a� ,,,1+--.� :,3 ELEV. 147.66
<br /> + _ — - - •— - _ = i s r PROJECT DESCRIPTION •
<br /> -==�---- - --�= ________„PRIVATE YARD 1F SURVEY INFORMATION
<br /> �- OPEN` SPACE III " PROPOSED SFR
<br /> CA + , ; I ,. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION
<br /> LIMITS OF CLEARING 20' BSBL 60 SF ? i1 111
<br /> PROVIDED BY DAVID R. DOWNING & ASSOC., REFER TO LEGAL DESCRIPTION
<br /> MARK W/ ORANGE ---r ' 6161 ' (I
<br /> -�., 1 c , I THE SURVEY MAP ON FILE AT THE CITY FOR THIS
<br /> FLAGGING I -- '`;l ! j' PROJECT. SECTION 34 TOWNSHIP 29 RANGE 04 QUARTER
<br /> I r • I SW EDGEWATER BLK 000 D-06 - LOT 3 OF CITY
<br /> 49' AL — — ——— -' , ; I C� i i EV SP # 1202-2015-008 REC AFN
<br /> 25' I ' 201703065003 BEING PTN OF LOT 55 SD PLAT
<br /> -. lo COVERED PATIO H ,, . f i?:
<br /> 6' _ 24' 1 `1 I !j' '
<br /> SITE DATA
<br /> I EXISTING SOIL & VEGETATION NOTE: SITE ADDRESS: 3501 UPLAND AVE, EVERETT, WA 98203
<br /> I. 1` THE SOIL ANALYSIS FOR THIS PROJECT FOUND TAX PARCEL NUMBER: 00433600005506
<br /> m X11 `x'111 I I THE EXISTING SOILS TO BE ALDERWOOD EXISTING ZONING: R-S (SUBURBAN RESIDENTIAL)
<br /> LOT \3 Ii I GRAVELLY SANDY LOAM. THE SITE CONSISTS
<br /> ,'' U} OF LANDSCAPING AND LAWN.
<br /> Ex. SFR -
<br /> FF 195.98 ,"'� o ^'1 ; ! iii II
<br /> X PROPOSED ,, 11 I i il i, OWNER/APPLICANT CIVIL ENGINEER
<br /> SFR I 1 ';II GORDON HOMES LLC OMEGA ENGINEERING, INC.
<br /> _�: f) ; TOPSOIL/STOCK PILE NOTE:
<br /> 9420 31ST AVE SE JOSEPH SMEBY, PE
<br /> N , ri i I ' ., ` PILES ARE TO BE COVERED W/ PLASTIC EVERETT, WA 98208 2707 WETMORE AVE.
<br /> 7' I '� `` ,1 , SHEETING WITHIN 24 HOURS.
<br /> INSTALL �I iV i 14' B zI ( ' II I i EVERETT, WA 98201
<br /> :f SILT.FENCE U POJCH . 1-11' 1. ' ` , 1 ii ` SURVEYOR •
<br /> 425.387.3820
<br /> IF NEEDED I r �" I DAVID R. DOWNING, PLS F:425.259.1958
<br /> i
<br /> / [;�"----•-.-•a.;;y ;;�—._.,.I__`..._._._......._ 4229 76TH ST.DAVID R. DOWNING
<br /> NE & ASSOCIATES,
<br /> I a'
<br /> XJ 5% I' I III1 ,v MARYSVILLE, WA 98270
<br /> 1;111 i 1 R 360"653.5385
<br /> I
<br /> ..f� // -CNN ,_II > i
<br /> RI
<br /> EXISTING SOIL & VEGETATION NOTE:
<br /> I DEV. FLOW < r is
<br /> X 6" DOWNSPOUT ii :?i Q 1 'i THE SOIL ANALYSIS FOR THIS PROJECT FOUND •
<br /> I ''' THE EXISTING SOILS TO BE ALDERWOOD
<br /> ARROWS � CONNECTION a � I
<br /> Iii
<br /> I (TYP.) I /
<br /> 11, € I ;I Z I 1i GRAVELLY SANDY LOAM. THE SITE IS
<br /> 7. ' ' 4^ I PARTIALLY FENCED AND CONSISTS OF BUILDING HEIGHT CALLS
<br /> •
<br /> 7 _ ] LANDSCAPING AND LAWN.
<br /> O ; ;
<br /> a< °< • C °/ ': EX. YARD ` 11i t f� 1 SIDE EX. ELEV.
<br /> z;,
<br /> / DRAIN I xr:r ' TOPSOIL/STOCK PILE NOTE: A 195.96
<br /> .28 . / ';,(TYP.) -I ,'I I i ' PILES ARE TO BE COVERED W/ PLASTIC B 196.24'
<br /> STOCKPILE Z a• a SHEETING WITHIN 24 HOURS. C 195.6'
<br /> e
<br /> a
<br /> SEE NOTE X •• a • I ��
<br /> ATE 4'
<br /> ,. 1" VV" R D 195.2
<br /> �� ____.-_____.._ - — • 20' SBL SERVICE AVG ELEV.= 783.04'/4= 195.76' N
<br /> TOPSOILi ARM' I .• MAX. BLDG HT.= 196.5' +28.0' =223.76'
<br /> SEE NOTE LA • / ha j I t
<br /> — — _,_SEE
<br /> — — / / 4•`'N',/1h "' " -/ ` •• + ' i APPROVED ACTUAL BLDG HT.= 195.98' + 18.05' =214.03' Irm_
<br /> 20'- EX. FLOW de-.,/
<br /> BROW I I I I f`
<br /> _.._.._;...._. _.._. p DEPT AGE
<br /> PLANNING &COMMUNITY
<br /> 1 `REYFR'OPOSEDI ' a l%(TYP.) �/��/ ✓ =
<br /> I i i I`
<br /> a I :
<br /> DEVELOP
<br /> ME
<br /> ---' - ate', 1 '.I. E�� 19 SF
<br /> R
<br /> /DRIVEWAY 1 PROPOSED SFR = 2,983
<br /> 44.09' ,•!' ,,".•• t
<br /> �_. ' < a.•_. ... . ,--._.____^. ...__.._..__ _.S_; _-._.__.,4 [, '.�'1 BLDG SF/LOT SF = 2,919/9,183 = 31.870 SF
<br /> „__......._...._..._-...–<..__...... . I HORIZONTAL SCALE
<br /> CONST.
<br /> TRANSITION
<br /> ZONE '
<br /> IMPERVIOUS AREA
<br /> ENT. /; --' '- �.�tt
<br /> / i I ? 3,998 SF CALL 48
<br /> HOURS ;
<br /> =
<br /> NET TOTAL 98 SF BEFOREYOU DIG
<br /> PROPOSED
<br /> I3 9 1
<br /> � 811
<br /> ---, �,,, ..� _ ----•- _._ _; •FQU�ID l�?ON MONUMENT
<br /> ----- 1- -:8:12 NMI. TACK IN CASE
<br /> — 6"_ 6" PVC— �- �•. ' / ELEV! 201"37'NADV 88 • OMEGA
<br /> ND AVE'-.)?,
<br /> ~- SEWER UPLA '` + ji ENGINEERING, INC. SITE PLAN
<br /> SERVICE __. _�__.__—.,, UPLANDS SFR —STUB ., .._._._ _----�'------____ , .
<br /> ' LOT 3
<br /> DATE JOB N0. SCALE" SHEET
<br /> • 2707 Wetmore Avenue ='-_ I Everett WA 98201
<br /> —~ ~� —" ` ' ' I (o)425. 87.3820(fl 425.259.1958 7/18/17 14-0108 1" 20' 1 OF 1
<br /> PFN:
<br />
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