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NE 1/4, SEC. 19, T. 29 N., R.05 E., W.M.
<br /> — — _ T— — N90'00'00'E_ i _ - SNOHOMISH •
<br /> COUNTY, WASHINGTON
<br /> 344.07 THE 13 ELEMENTS OF TESL BMP
<br /> ELEMENT #1 - MARK CLEARING LIMITS:
<br /> MANHOLE RIM 0 LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
<br /> RIM=114.69'
<br /> ELEMENT #2 - ESTABLISH CONSTRUCTION ACCESS:
<br /> MANHOLE RIM
<br /> A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
<br /> RIM=114.67'
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<br /> ELEMENT #3 - CONTROL FLOW RATES:
<br /> FLOW IS MINIMAL.
<br /> U ELEMENT #4 - INSTALL SEDIMENT CONTROLS:
<br /> SILT FENCE AND INLET PROTECTION ARE PROPOSED.
<br /> BENCHMARK ELEMENT #5 - STABILIZE SOILS:
<br /> 1-u Au ,
<br /> o , ELEV=114.67 ' SOIL STABILIZATION IS ACHIEVED BY PLASTIC COVERING AND SEEDS.
<br /> o CS MANHOLE RIM AS DEPICTED HEREON. ELEMENT #6 - PROTECT SLOPES:
<br /> • -el- SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS.
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<br /> N VERTICAL DATUM: CITY OF EVERETT ELEMENT #7- PROTECT DRAIN INLETS:
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<br /> INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
<br /> MANHOLE RIM
<br /> RIM=114.16 JJJJJJ o ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS:
<br /> N/A.
<br /> -114 — 1
<br /> ELEMENT #9 - CONTROL POLLUTANTS:
<br /> SCALE: 1" — 10' ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
<br /> STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO
<br /> vv) DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
<br /> `mu •IM' MINI= AND PREVENT LEAKS OF SPILLS,
<br /> 10 5 0 10 20
<br /> ELEMENT #10 - CONTROL DEWATERING:
<br /> THERE
<br /> ECWILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION
<br /> EX CB ELEMENT #11- MAINTAIN BMP's:
<br /> RIM=113.52' ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
<br /> ccn IE 8'(NE)(W)=110.87'\ ELEMENT #12 - MANAGE THE PROJECT:
<br /> THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION
<br /> Z OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN
<br /> SEDIMENT CONTROL.
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<br /> ELEMENT #13 - PROTECT ON-SITE STORMWATER MANAGEMENT BMP'S
<br /> FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A
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<br /> � I 's ( -3)
<br /> SOIL AMENDMENT CALCULATION
<br /> fLOWLINE FLOWLINE - '� 1 N90'00'00"E AREAOPT
<br /> ' FOR SOIL AMENDMENT = 1,632 SF
<br /> �_IF CURB .4) OF CURB�_ 4' — — — — — — — — — — — — — — — — — — — _
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<br /> y 120.04' N AREA IN THOUSANDS 1.63
<br /> AMOUNT OF TOP SOIL = 1.63 X 25 = 41 CU YDS.
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<br /> Q\''' \•\\ Q.' ( 6) '0
<br /> 'Y ‘ 1 378 . .
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<br /> y y 3/4" WATER
<br /> . / T.E.S.C. LEGEND
<br /> I I 4' d °• METER • INTERCEPTOR TRENCH w/
<br /> 4, ; ROCK CHECK DAM
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<br /> y I 4 a v F TEMPORARY CONSTRUCTION
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<br /> G ENTRANCE
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<br /> J �� 1 - -_ _ a STOCKPILE o°'' . ° 4° ' j N CATCH BASIN INSERT
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<br /> I \ y I f — AREA \ C, o a / o PROTECTION (TYP.)
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<br /> CLEARING LIMITS
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<br /> INt N\ / ° c 10.0' BSB_ BUILDING-1 1 1 JJV1LL V-ZI d °.d . '..71,r ° ' W1? r PROPOSED DUPLEX (PROPOSED DUP EX-_ m. /w 93F, o /J �y, ( ) N90'00'00'E m as ° o / —
<br /> w 1v i GFG=115.5 120.04' FG=116 0 3 ' oo E �� ,d o ° ' ,a ' z PLASTIC COVER
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<br /> iDATE
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<br /> o :,r.JoSF� ...SF� F® c� �F— c� .77 � .R— r- �. rv—� '—,1: 0 / w _ �+ UTILITIES D AI G
<br /> I F. I y' X X X X �/ Call before you dig. A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> 00 ; 6'WDF 5' CLF N90'00'00'E 120.04' TO STARTING ANY CONSTRUCTION ON THIS
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<br /> y * ROW OF' ®/,m/„ /, „/,,,,/„n//„Tr,,�/,mimirmirrrri�mirm/rm/rrrr/inn/rm/rm//ram//rr� ® 6'WDF �XCITY EN INEER CONDITIONAL PER PERACURRENT HSTANDARDST AND
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<br /> UTILITY CONFLICT NOTE.' EXPIRES ___ UNLESSIO y ° x j PERMIT FOR CONSTRUCTION HASBEEN ISSUED./ PROPOSED UTIL CAUTION.'
<br /> Iy ,, d : ia POLE LOCAtIO I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ' r 4F
<br /> N y 0 ��,�� a j / DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE .
<br /> .,,,,,."
<br /> I I ° o N x / in/ `24/ PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> e 4 N 5F� "' / j "' \ AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> w I / CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING 'E. '
<br /> 1 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br /> 4 y Lil�i ° x / WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN -,
<br /> 4,.4 °.' / _ *ate
<br /> I y a I j I ON ARE HESE SUBJECT SUBJECTANS ARE BASED UPON THE UNVERIFIED TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE INFORMATION
<br /> . , A It -*_4
<br /> N '(0 ° / / SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL INSIGHT ENGINEERING CO.
<br /> N " I -Y �j� - — — — — — — — N90_00'00'W — — — — — — — — _ PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> o /Z 120.03' P.O. BOX - 1478
<br /> N EVERETT, WA 98206
<br /> <10) (425) 303-9363 (425) 303-9362 FAX
<br /> INFO@INSIGHTENGINEERING.NET
<br /> N
<br /> 1 0 SITE ADDRESS: 1913 HOYT AVE
<br /> I EVERETT, WA 98201-2237
<br /> ^
<br /> TAX ACCOUNT NO.'S: 00437037800700
<br /> REV. NO. DESCRIPTION INITIALS DATE
<br /> Q,o� R S�k�,�
<br /> ,,, w r� e NE 1/4, SEC. 19, T. 29 N.,R,OS E., W.M.
<br /> jY/ HOYT 4 UNIT
<br /> P DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> ! . 110, ,1,,, w
<br /> pA,'� 36499 •t, 1 70868-FINAL.DWG SPC 08-30-2017 1"=10' 17-0868
<br /> �s ioNAL � ' SHEET .
<br /> 05-0f-2Of9 SWPPP/GRADING PLAN C2.O
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