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ONtocso'RN H AAC K - TAYLOR DR. SFR PUGET SOUND f`� � m
<br /> B�R�`NGj FEvi.sN-Nrigi
<br /> SEE SWPPP SECTION 35, TOWNSHIP 29N , RANGE 4E, W. M . �,� � o
<br /> SANjE / DETAILi SEE SWPPP ��., 1�' a
<br /> �� _ �1 DIFFUSER TEE I _
<br /> �- % �i INSTALL SILT +
<br /> (SEE DE,T) _
<br /> �I - ANCHOR PIPEON-$LOPE'VJ/#4 -'-_.. ._
<br /> ,�' • ? - PI' E - ENT TO PIPE MITS OF LNG �� $11 - ' m
<br /> / R1G7{C ... l
<br /> U SHA D R BAR B LI CLEAR �, - U
<br /> gNSF P� RCBAL7�TOSBEES p MIN. MARK W/ORANGE \ � U
<br /> OF,II i• ±66 LF 6" HDPE C '' FLAGGING(10,300 SF) 10'
<br /> _ 06 g5 S = f 12% \` `` " �30'�dNTO GROUND: SEWER ESM'T `\� .ems_
<br /> Ft�28 Illh
<br /> 10 �,� '"� LIMITS,OF DISTURBANCE "__ AF$1642172 -SEWER ESM'T ` - FOR NDPE TIGHTUINE / _ 4) ( F
<br /> •
<br /> 1 __ AF 1642172 -TQ.BE.'RESTORED PTO _ I Q
<br /> S
<br /> 1 /
<br /> S - 0.5%MIN. ...._ :,'. 73 DF6FUHDP PIPE: -..., O _ /
<br /> CB TIDE I f43 LF 6'PVC ,.. .''.:1-,.'
<br /> . ;. - ,.ANXCD ORE9COOSLOPE /_ _ wet;arar i
<br /> o Qaa�a�a
<br /> RIM t128.0 126
<br /> I IE(N)=124.0 ''_ - - _
<br /> _\ ''.1
<br /> j i $‹ 10
<br /> t20 LF 4 PVC N OPEN DONWSPOUT ,(I, .. QFSw06-462 �/ �"\ "
<br /> I
<br /> N 'o+ I CONNECTION " DECK N ,�;70' STEEP N'-'---
<br /> - - �� VICINITY MAP
<br /> a \
<br /> B
<br /> ' SLOPEBUFFER -"' --aliill
<br /> • '
<br /> 70 I PATIO N -�` - YARD DRAIN E •.1 SCALE. t 2 000
<br /> STEEP •- ' -� T ''RIM=t128.0 -- - WOOD
<br /> SLOPE , (288 SF) B IE(N)=t125.0 ..... , _. X FENCE I I
<br /> BUFFE": _ EX.FENCE 4",PVC DOWNSPOUT '. O I ROOF
<br /> t;'.. OVERHANG`.
<br /> Il k 1 ( ) I` 'CORooFn0. �_ LEGAL DESCRIPTION
<br /> SEE - Irs ROOFH .G`, _ cn --1�J `\, 1 1 ., THE WEST HALF OF LOT 3, BLOCK 1, MAP OF
<br /> DARLINGTON, ACCORDING TO THE PLAT THEREOF
<br /> o SITE PLAN aLLi __, \ ' I (U I _ \Z, I I RECORDED IN VOLUME 8 OF PLATS, PAGE 29, RECORDS
<br /> -J ;I( d OF SNOHOMISH COUNTY, WASHINGTON;
<br /> v 40• w 1 \ `. .'±52 LF 6" PVC . _.:" EX.
<br /> o I 1 S= f12.0%
<br /> EX. 1 - 4 "C I ( )
<br /> SHED � SUBJECTTO A SEWER EASEMENT FOR THE BENEFIT OF
<br /> o 5 SHED a 1 - i I 642175, RECORDS OF SNOHOMISH COUNTY,
<br /> TBR ,_ SFRTHE CITY OF EVERETT, RECORDED UNDER RECORDER'S
<br /> YARD DRAIN I FILE NUMBER 1
<br /> o -� ) ---- EX. WASHINGTON. J
<br /> 5 I (TBR) 7 <RIM=±134.5
<br /> EX. SFR I -
<br /> 11 Clw
<br /> - }i I SITE DATA
<br /> - I° • 4' PVC DOWNSPOUT N SITE ADDRESS: 2401 TAYLOR DR. EVERETT, WA 98203
<br /> I CONNECTION APPROX ` i. F"_
<br /> o PROP. SFR I , :. U!�,� € DAY ( - m PARCEL NUMBER: 00417000100300 _
<br /> GARAGE :: 1m \ LIGOOF PIPE• • A ( (3,032 SF) ( FEE= .I vi S24 t2.07<PVC ;�_ ;' ZONING: R-SCO
<br /> 0 0 136.75 �6•
<br /> o 1 I CIVIL ENGINEER GEOTECH
<br /> g TRENCH'� I - F��' I YARD DRAIN
<br /> o 1' •'9 RIM=±135.0 OMEGA ENGINEERING, INC. SONDERGAARD
<br /> o N DRAIN `13c• • +� I I } JOSEPH SMEBY, PE GEOSC ENCE, PLLC
<br /> + ' .. ±22 LF 4" PVC
<br /> Loi N 'I"" X. SFR 2707 WETMORE AVE. 2 65TH AVE SE
<br /> ., a € S = ±18% .. TBR EVERETT, WA 98201
<br /> (1,216 SF); .1..� I ill.
<br /> - - - 1 L--�-. 4 ( ) SNOHOMISH, WA 98296
<br /> ... U FF-140.13 425.903.4852
<br /> ® EX. SFR I I. I F:425.259.1958
<br /> - _ FTFB--R 40.13 €i} _..._ ." >N�rn
<br /> DEv. FLOW . ._.�. '., O I SURVEYOR a m�'
<br /> I I :,J:3S LF 4" PVC SWPPP DETAIL
<br /> ARROW(TYP.).. '. - .....L.. S = f6.0% 0 20 40 ` STOCKPILE EMERALD LAND SURVEYING, INC. N
<br /> n
<br /> \ 9EC
<br /> „,.. II�II m,.- SEE NOTE PO BOX 13694 p
<br /> N \� HORIZONTAL SCALE ym MILL CREEK, WA 98082 N N
<br /> ,I_ 1 1:` - YARD DRAIN 1r-I A- - 425.359.7198 w~v v
<br /> rn - RIM 0 „SEE NOTE W"
<br /> sons' m1 N' J� '. EROSION & SEDIMENTATION CONTROL NOTE: o"AIF LINK-CE I 1 G OWNER/APPLICANT re
<br /> W
<br /> CHAIN LINK I I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE (TMP) I; CLAY Sc KAMI ERICKSON cnv W
<br /> f-OR pR, \ FENCE III - AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.SIZE AND LOCATION OF `• 2401 TAYLOR DR
<br /> TA (TYP.) 1 I , ROADS, PIPES, RESTRICTORS,CHANNELS, RETENTION FACILITIES,UTILITIES). 1I� I I 1 LI EVERETT, WA 98203
<br /> -� 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, I ,,. ti
<br /> Z
<br /> p,p :. REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE r I
<br /> N UU' N5 9 \ I '� APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND CONC. II I d " ' DRAWING INDEX 'I�
<br /> �OV1\ y� CONC. - I / G 1 3. THEVEGEBOUNDAR ES OFAPING IS THE CLEARING UMHTS SHO'hN ON THIS PLAN SHALL BE CLEARLY (Type I 11 SHED ,���` 1 1)COVER, PRELIM. SITE LAYOUT&SWPPP v Z
<br /> 2)FULL STORM WATER SITE PLAN
<br /> \ WALL EX. 1',, 1 FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, NO ! I4
<br /> O�, SHED DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING• �V ` Sc SOIL MANAGEMENT PLAN W W
<br /> ®_ SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF .... 3) DETAILS GS 2
<br /> OVERVIEW 1° CONSTRUCTION. INLET
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH .C- PROTECTION O
<br /> MAP I ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT EX. SFR .' (TYP•) W
<br /> /"'� SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, T.E.S.C.LEGEND
<br /> ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. I
<br /> EX. SFR 1 , 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR '`
<br /> ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES X SILT FENCE PER COE STD DWG 214
<br /> 0 50 100 I"i SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT : `- I
<br /> I���� - I, SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. ■I I ■ CLEARING LIMITS PER BMPC103
<br /> HORIZONTAL SCALE , 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE EX. •I Z
<br /> APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING,ESPECIALLY AFTER GARAGE o-
<br /> •
<br /> STORM EVENTS J - Z
<br /> EX I I () INLET PROTECTION O O Z
<br /> EXISTING SOIL&VEGETATION NOTE: .I, GARAGE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM �/
<br /> a-
<br /> OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. �,(� Z
<br /> THE SOIL ANALYSIS FOR THIS
<br /> PROJECT FOUND THE EXISTING 1 I. 8 WITHIN AAT NO M TRAPPED CATCH BE SHALL MORE ASIN.NALL CATCHE FOOT BASINS NANDT ECONVEYANCE LINESD TO SHALL BE - I N Cl)
<br /> SOILS TO BE TOP SOIL& I: CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN �' !A < 0-W
<br /> PRE-VASHON AGED WHIDBEY ,., WATER INTO THE DOWNSTREAM SYSTEM. '% V/
<br /> TOPSOIL/STOCK PILE NOTE: Z v
<br /> FORMATION. THE SITE IN THE AREA 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF J PILES ARE TO BE COVERED W/ F- W
<br /> OF DISTURBANCE CURRENTLY 'Ti" y 1" CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL : f F U'
<br /> CONSISTS OF A D/W, SHED, 1 1 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR '9. W3@L PLASTIC SHEETING WITHIN 24 HOURS. 1 Z
<br /> GARAGE, AND A SFR TO BE J . " THE DURATION OF THE PROJECT. EX. TO > W
<br /> REPLACED. - 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND T CONTRACTOR TO INSTALL SILT
<br /> 1 am^ 2B SS�L C SEDIMENT TRACKED OFF THE SITE. BE USED AS FENCING WHERE NECESSARY ALONG � W u. _
<br /> CONST. ENT. U / U O Ti. I-
<br /> APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE PERIMETER IF VEGETATIVE BUFFER L(� W g
<br /> TOTAL AREA-0.49 Ac : -X '` WATER BODIESIF THE PROPOSED BMPS FAIL TPROVIDE ADEQUATE p T DOES NO LL 0
<br /> IMPERVIOUS AREA SUMMARY TABLE '... / AND/OR ,.. PROTECTION. 0 0 P Z
<br /> (f) (sf) Total(sf) - 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED UNSTABILIZEDMORE FOR
<br /> PGIS s NPGIS NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND.FOR NO MORE THAN - } 0= N
<br /> Existng IT Be Removed) 0 967 9gg77 - ' '
<br /> ExEExisting
<br /> (To eeRylacedl 0 1,228 1228 ,• 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. !EX. DITCH I I- a
<br /> Existin9(To Remain) 3,507 1,599 5,106 N '" -N / PEN• n
<br /> New+Replaced 1,216 3,005 4,221 ‘'
<br /> Total Site Impervious 4,723 4,238 8,961 "" EX DITCH NET NEW 1.216 1,777 299J - - L a _�- PLAN' APPROVED
<br /> MAX.BUILDING LOT COVERAGE:35% f ,_. = -- _ :, _=- GRADING QUANTITIES:
<br /> �- .� ; I
<br /> BUILDING LOT COVERAGE:22.0% r: - Q CUT= 160 C.Y. - ne
<br /> - :: o FILL = 200 C.Y. Y �\\\ �,19
<br /> �� �' L.ORDR• . ( .. TT 19-1112 waEJT
<br /> • SFR HEIGHT CALCS0 -- ,,• jA PUBLIC SERWCES DATE EVE f
<br /> SIDE EX.ELEV. r:: R pR P GRADING QUANTITIES ESTIMATED BASED
<br /> .._....... > Pf`RLIf. WORKS 1!6/2020
<br /> A 133.8 - jAYLO .--- - - ON CURRENT SITE-INFORMATION & - ' UTILITIES DRAINAGE DEYnRT3fE,\-T
<br /> B 130.2 " - Know what's below, ASSUMED EXCAVATIONS NECESSARY FOR , •x..- sue.
<br /> C 134.0 �- ,_.... > \� A PUBLIC WRKS PERMIT IS REQUIRED PRIOR TO 1"=40'
<br /> s- : 4C .c. "-\ Call two business PROPOSED IMPROVEMENTS. ,;.�`''"'e\s \ \ S
<br /> D 138.0 - STARTING ANY CONSTRUCTION ON THIS
<br /> days before you dig. �� PROJECT. APPROVAL FOR THIS PROJECT
<br /> " CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS �•"•
<br /> AVG ELEV=536.0'/4=134.0' ° 20 SITE PLAN y Y s• 1��A� ° SWPPP AND EXPIRES UNLESS PERMIT
<br /> MAX BLDG HT.134.0'+28'=162.0' IAAI/ -�
<br /> HORIZONTAL SCALE HORIZONTAL SCALE °`
<br /> AY FOR CONSTRUCTION HAS BEEN ISSUED.
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