Laserfiche WebLink
545 545 NATIVE ALL,IF APPROVED BY <br /> SDMH15, E 2-54' OIL-WA R SEPARATOR(660-CPS) R-TANK(HD DOUBLE+MINA NOTE,, GEOTECH,OR STRUCTURAL ALL <br /> CB{12 TYF E 1 R =535.10 RIM=53 87 MH TYPE 2-54' 8"IE=SZBI75 (IN) PROFILE FOLLOWS DRAINAGE FLOW PATH. <br /> RIM=534. 2 _ _ __ ______ _ ,._ ._ .___._12- (O, .� STONE MATERIAL <br /> 8'IE=S 2.64(IN) 8°IE= 2.60(OUT)IN) - -.MIE5528,75 OU 18' TON COVER(MIN)OUT) I SDMH , TYPE 2- SDMH/2, D LID) PER R-rANK <br /> 8" IE= .01 (OUT) 8'IE=5 264(IN) 8"IE= 2.43(OUT) IE 530.13 IN 3 STONE ASE MIN WITH OW CONTROL STRUCTURE SOLID LID) <br /> 54U ............ - - - - - -- ----- -- --_. ._._..._._ --- -- -- - --------- 540 FINISHED <br /> IE=53 64 OUT 131Ots 4T _ 7) RIM-5215.24 M=533.68 SURFACE MAX'5W-"f <br /> RIM=534.00 IE=529.42 OUTKBYPASS 12°IEj528.75(IN) 12"IE 528.49(IN) MIN. w.96 <br /> C-R[M TYPE GEOGRID(NAVE SECU LAP 30M)ADJACENT <br /> PUKED L ABOVE THE <br /> 37 8"DI®1. % B'IE=532. (IN) 12°IE�528.75(OUT, 12'IE=5 8.49(OUT) R.TANK'O SYSTEM OVERLAP ADJACENT PANELS BY 18'MIN - �� - �•� <br /> RIM=531.3 <br /> $']E=530. OUT) GEOGRID SHOULD EXTEND 3'BEYOND THE EXCAVATION 48• ,�� <br /> 12'I =528.26(IN 535 FOOTPRINT - <br /> ---------- ---- EXST1 =528.28 IN LLLLLLLLLLLLLLLLLLLL_-L <br /> - _ --- ---- _____ EX 8-IE 528.28(OIJ R•TANW'UNITS WRAPPED NTH LLLLLLLLLL I I I LLLLLLLLLL <br /> __ 7ENCATEMIRAF118ON NON-WOVEN(OR EQUAL) LLLLLLLLLLR•TANK LLLLLLLLL <br /> 30 8"DI 61.0% _-- - --- -- __ LLLLLLLLLL�S�!A_LLLLLLLLL <br /> -- -- LLLLLLLLLLLLLLLLLLLLLLL <br /> B#1, TYPE 1 150% �0- --12---GPI- 470% ---- - 530 BETWEENEXC ATION TWOLAAYERSOFTENCPED WITH ATEMIRAF118ONN0 WOVEN 1_ LLLLLLLLLLLLLLLLLLLLLLL y�Ty <br /> 530 .....................RIM=534.79......._._._.__. ___._ __.__. .._.__.___ ._ ._..0.._ __. .._ .-- _ _ <br /> 4"IE=532. 4(IN) (OR EQUAL) Sm.SO <br /> 8'IE=532. 4 OUT 3•STONE BASE <br /> ( ) 10 LF 8" CPI=P ®1.00% 7 LF 8'CPEP 0.00% 9 LF 1 'CPEP®0. % i <br /> 525 i I525 R-TANK SECTION <br /> 100+50 101+00 101+50 - <br /> NTS C4.00 <br /> R-TANK PROFILE - <br /> 1"=10'H; 1"=5' V C4.00 <br /> i --- - - ---- -- -----------------b I LIF 1\4 <br /> --- - _ <br /> - - caNrEcr WALL <br /> --- - --" DRAINAGE TD a <br /> e- CATCH BASIN s <br /> R-TANK INLET/ R-TANK BYPASS INLET / a I <br /> \ \ OUTLET BOOT OIL-WATER SEPARATOR R� <br /> \ Sp1H/4,SEE PROFILE I I I / <br /> SIDMNA SEE PRaPtLE I CONCRETE & I a <br /> L BOPao Q <br /> CB (104 6) STEEL <br /> 9 �} I <br /> MAINTENANCE PORT \ \ , <br /> 1��,y1- C TU R E sp e <br /> _ AMA P <br /> MAINTENANCE <br /> R-TANK INLET PIPE i i S �/ <br /> \ I I CB#Z SEE PROFILE / 9 <br /> \ INSPECTION PORT \\:®O , <br /> TREATMENT ROW CB (1047 6 <br /> \ \ R-TANK INLET/ a o <br /> \ OUTLET BOOT RIM 531.87 ��5" / �s Icv / <br /> a R-TANK I N LES 1 MAINTENANCE PORT so <br /> a � uNINI)m AM LIME YD ( 0543) <br /> STORMS-37,500 OF RI� 40.85 - SDMH13,WITH A IN <br /> \ MAINTENANCE PORT FLOW CONTROL Q <br /> \\ 4"\PVC IE 40.22 (W INSPECTION PORT STRUCTURE <br /> CP�E C4.23 \ \ °y <br /> -SD-SD-� SD \ R-TAW I T/ 0 AS UTLITY \ `� J <br /> § 2) auTLEr Boor(TYP) PSTg%99 s <br /> 01313,SEE <br /> 1 7 470.86'(C-HELD) 470.93'(R2) ` c PROI`1.E <br /> �1 �1 T--T T T <br /> CD - - S STOP„ <br /> 1 MAINTENANCE PORT 1 <br /> \ �` � 1- <br /> \ WHERE DOES THIS PPM LINE CONNECT? om <br /> s YI\ CONCRETE \\ / - --832_\\` <br /> s WALL _a <br /> R-TANK ENLARGEMENT a <br /> 1"=10' C4.00 <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAAYM BY DESIGNED BY TIPYN EBB LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 CHECKED BY APPROVED BY ; Call 811 o��tee"'��oq� 7800 EVERGREEN WAY, EVERETT <br /> 'W0 business days 1601511 Avenue,Suite 1600 h y <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before youdi9 seattle,wA981O1 C 4 1 0 <br /> DATE 206.622.5822 <br /> 11232022 iTff www.kpff.com AAopReCNS5 STORM DRAINAGE PROFILE S C A L E: essTONet��� <br /> N0. DATE BY CHD. APPR. REVISION J 0 B No.: 2100507 AS SHOWN 1/23/2022 <br />