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7800 EVERGREEN WAY HYUNDAI Drainage Report 2025-04-28
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7800 EVERGREEN WAY HYUNDAI Drainage Report 2025-04-28
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Last modified
4/28/2025 2:44:55 PM
Creation date
4/28/2025 2:43:07 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
7800
Tenant Name
HYUNDAI
Address Document Type
Drainage Report
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NOTES 1 END TO PREVENT ROW <br /> ATTACH SSURES NAMANNER THAT POST SEE ATIONS STANDARD INSTALL THE ENDS OF THE SILT FENCE TO POINT AROUND(TYP) <br /> ASSURES FABRIC IS FIRMLY / SPECIFICATIONS <br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br /> FLOWING AROUND THE ENDS OF RE FENCE. <br /> SUPPORT IN A WAY THAT ,�Q �Q, <br /> REDUCES THE POTENTIAL <br /> FOR FABRIC TEARING Z. PERFWSDOR STANDADSPCEINACONS 8-0 ACCORDANCE WITH • Ili <br /> FASTEN GEOTEXTILE TO WSOOT STANDARD MAINTENANCE <br /> INACC RDANCE(WI <br /> �'\ } � POST EVERY 6'IN O.C. AND 8-01.3(15). <br /> 0 , <br /> BACKUP SUPPORT---� __ <br /> 3. SPUCFS SHALL NEVER BE PLACED IN IOW SPOTS <br /> ../ OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN <br /> LOW OR SUMP AREAS,THE FENCE MAY NEED TO <br /> BACKFILLED& • .,�- SELF-HOCKING THE-NYIONE BE REINSTALLED UNLESS OTHERWISE APPROVED. !�� • • <br /> COMPARED - -% 6/6(MIN GRAB) • <br /> NATIVE SOIL GEOTEXTILE `S" 1204 MIN TENSILE STRENGTH, A. INSTALL SILT FENCING PARALLEL TO MAPPED CONTOUR LINE(TYP) <br /> T; UV CONTOUR UNES. <br /> 5 • <br /> FLOW <br /> S. DURING EXCAVATION,MINIMIZE DISTURBING <br /> {' THE GROUND MOUND TRENCH AS MUCH AS IS <br /> _ - FEASIBLE,AND SMOOTH SURFACE FOLLOWING <br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. 2"X2"WOODEN STAKE <br /> COMPACTION MUST BE ADEQUATE TO PREVENT SPACED EVERY 5-0" <br /> BURY GEOTEXTILE UNDERCUTTING FLOWS. V.S <br /> IN TRENCH ��-CCCLLL <br /> r t. BACKUP SUPPORT O.C.(TYP) j��WS` <br /> GEOTEXTILE FOR SILT FENCE / w. /- (TYPICAL) NG Q 1 <br /> SEE STANDARD SPECIFICATION /, 91A, El�ST ! \S' cc 1. <br /> el., n F SECTION 9-332(1),TABLE 6—. 1 mPICAI)-- • OC PLAN VIEW <br /> ' - 3"MIN <br /> 'i L 7 = 4"MAX <br /> • <br /> TYPICAL INSTALLATION DETAIL \. \ - Ed'V. FABRIC / 2"x2"WOODEN STAKE <br /> \ /5 'IOC (GEOTEXTILE) <br /> mNa --L) ,, EXCESS WRAP MATERIAL 1 <br /> INSTALL BACKUP SUPPORT FOR I \ (SIZE: B"OR 12") <br /> /, DRAWN IN AND TIED OFF <br /> THE GEOTEXTILE SEE STANDARD FIBER ROIL/STRAW <br /> SPECIFICATION SECTION e.o33(9w AT STAKE(Ti?) WATTLE <br /> a I \'• I ' CRY !I It WORK AREA AREA TO BE <br /> %`'Y SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER 4• PROTECTED <br /> C 6�QEts TO PREVENT SILT LADEN <br /> NCEATERFFROM <br /> ESCAVERLAP.PING THROUGH THE NOTES' FLOW _ <br /> SPLICE DETAIL 1. ALWAYS INSTALL FIBER ROLL/STRAW WATTLE/- W500TSTOPLAN630.100EAffEPTABLLSUBSTITUTE PERPENDICULAR TO SLOPE AND ALONG CONTOUR UNES. <br /> ¢ - TYPICAL SILT FENCE 4" <br /> EXCEPT STEEL POST REQUIRED <br /> WITH BACKUP SUPPORT 2. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE <br /> 5 - ePLP B FIBER ROLL/STRAW WATTLE/COMPOST SOCK WHEN <br /> 8 , - -c0.0 ISOMETRIC ,v' CITY OF EVERETT <br /> /� ACCUMULATION HAS REACHED 1/2 OF THE EFFECTIVE 12"MIN <br /> t y 'pPOSE +�I PUBLIC WORKS DEPARTMENT INSTALL FILTER BAG <br /> li o " HEIGHT OF THE SOCK. IN A CONTINUOUS <br /> ! 4 TEMPORARY SILT FENCE 214 <br /> 4" DEEP TRENCH <br /> SECTION A <br /> TEMPORARY SILT FENCE 5 FIBER ROLL/ STRAW WATTLE/ COMPOST SILT SOCK DETAIL 6 <br /> NTS C1.00 NTS C1.00 <br /> 41 <br /> d <br /> 8 <br /> gi <br /> 8 <br /> 1 <br /> E <br /> 1 3 30 22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY,I <br /> AST TF C' pN EBg LIIJ HYUNDAI SHEET <br /> °E6' twobusiness ll 811 solsmaYeDve,sDllelsao �---------4;::cn 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY 8�', <br /> _ KEC DE `%before you dig 1 Battle,WA 93101 /� <br /> 9„., <br /> DATE 1� 20attle,58R / 1 . 1 1 <br /> 03/30/2022 WWW.N°"`°^ NT� TESC DETAILS I I I <br /> S C A L E: 'P!.T.7L.0 4" <br /> NO. DATE BY CHD. APPR. REVISION J 0 8 No. : 2100507 AS SHOWN <br />
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