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z <br />z <br />0 <br />P1 <br />M <br />DESIGN GRADE <br />DESIGN GRADE <br />32" TYP. 24" MIN. <br />(POWER, GAS, PHONE AND CABLE) (TO EXCAVATED DIRT PILE) <br />\\/\\ \ SEE SHEET C1.03 \\/ �\ SEE SHEET C1.03 <br />//\//\� FOR HMA SECTION // FOR HMA SECTION _ FINAL GRADE <br />\\ \\ \\ \ ORI IMPORTED CSBCATERIAL \ \\ \\ \\/\\ SUITABLE NATIVE MATERIAL <br />\/\ / OR IMPORTED CSBC c f <br />w oc <br />PIPE ZONE BEDDING PIPE ZONE BEDDING o o , Z Q w <br />\\ \\ SANITARY SEWER, \\ \\ , STORM DRAIN, X 12" MIN o) SEE PLAN FOR SIZE // //� // /\ / SEE PLAN FOR SIZE o Y o <br />SEPARATION i. o z <br />N = J U 00 <br />0 0 � , L;a �' 12" MIN 12" MIN O z <br />a Ja a Y <br />SEPARATION SEPARATION a L <br />c a a PIPE DIAMETER A m <br />H �� ry 4" 40" III <br />PIPE a PIPE DIAMETER, a a <br />DIAMETER J a SEE CHART BELOW/ a 30" f 633" �• <br />ELECTRICAL SERVICE <br />a a U GAS SERVICE LINE CABLE IN CONDUIT <br />IN 4" CONDUIT <br />TV & TEL CHECK WITH LOCAL PERMITTING AGENCY FOR DEPTH <br />NOTE: SEE CITY OF EVERETT STANDARD NOTE: SEE CITY OF EVERETT STANDARD OF COVER REQUIREMENTS FOR ANY PSE FACILITY <br />3'-4" PLANS 614 FOR ADDITIONAL A PLANS 614 FOR ADDITIONAL INSTALLED IN PUBLIC RIGHT-OF-WAY. 36" COVER <br />MAX. TRENCH REQUIREMENTS. TRENCH REQUIREMENTS. MAY BE REQUIRED OVER PSE FACILITIES. <br />CONTRACTOR SHALL COORDINATE AND SCHEDULE <br />ALL WORK WITH THE PSE. <br />SANITARY SEWER STORM DRAIN GAS PIPE <br />TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION <br />LD <br />3 <br />0 <br />L) <br />U <br />0 <br />a <br />PER PLAN <br />s <br />lb <br />o a INLET <br />PERMANE <br />SETTL <br />Ln POOL E <br />Ln <br />O <br />0 <br />Li OUTLET I <br />0 NOT BY CONT <br />(LOCATION VARI <br />a <br />0 4"THK C <br />N Cl IITAOI C O <br />VAULT SECTION <br />- JIF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY <br />PROVIDED BY CONTECH <br />TREE FRAME AND GRATE <br />CAST INTO TOP SLAB <br />CLEAN OUT FRAME AND <br />COVER CAST INTO TOP SLAB <br />TOP SLAB <br />2"0 IRRIGATION PORT <br />(TYP 3 PLACES) <br />3" MULCH LAYER, TYP <br />PROVIDED BY CONTECH <br />6" UNDERDRAIN <br />STONE LAYER, TYP <br />PROVIDED BY CONTECH <br />21" FILTERRA MEDIA, TYP <br />PROVIDED BY CONTECH <br />STORMWATER TREATMENT SUMMARY TABLE <br />DESIGNATION <br />MEDIA BAY SIZE <br />VAULT SIZE (W <br />VAULT <br />L) <br />INLET/OUTLET <br />ACCESS DIA <br />TREE GRATE <br />QUANTITY do <br />SIZE <br />OVERFLOW WEIR <br />FTPD 0710 <br />7X10 <br />7x13 <br />12"/12" <br />(1) 4' X 4' <br />ELEVATION <br />Qf <br />0 <br />Port of <br />a <br />in EVERETT <br />N P.O. BOX 538 <br />EVERETT, WA 98206 <br />Y (425) 259-3164 <br />3240 Easdake Avcnue E <br />m I E I ® Scatdc,R'a hington93102 <br />Po206.624.1387 <br />ENGINEERS, INC. vWw. ndcn eers.com <br />P R^ <br />3/31/22 <br />JBK <br />100% ISSUED FOR PERMIT <br />PND ENGINEERS, INC. IS NO- RESPONSIBLE FCR SAFETY <br />PROGRAMS, METHODS OR PROCEDLRES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWING. <br />WHERE SPECIFICATONS AR= GENERAL CR NOT CAL_ED OUT, <br />-HE SPECI=ICATIONS SHALL CONFORM TO STANDARDS OF <br />NDUSTRY. CRAINGS ARE FOR USE ON THIS PRCJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />N ANY MANNER THAT WOULD CONSTITLTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />BRIEF <br />Eov�wi 4 <br />a % <br />i s 2789 ,c `� <br />FSSF� s EP`�2 <br />�ONAI <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. N0. <br />C3'U3 <br />DEsicNED Rr <br />W. THOMPSON <br />DATE: <br />MARCH 2O22 <br />PORT G A R D N E R LANDING <br />BUILDING <br />UTILITY DETAILS <br />CIP N0. <br />6-8-025-01 <br />DRAWN Br <br />G. DEAN <br />CHECKED By <br />C. CASTONA <br />PROJECT <br />PD—SM-2021-07 <br />APPROVED BY:P10• <br />NO. <br />DA-E <br />er <br />REVISICN <br />SHEET N0. 25 OF 97 <br />