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106LF-12" SD, S=0.3% <br />SSFM SHUT—OFF VAULT <br />SSFM LIFT STATION <br />VALVE VAULT 10'x46' LONGSHOREMAN TRAILER <br />(FOR RESTROOM/SHOWER) <br />SEWER LIFT STATION FOR <br />2 <br />LONGSHOREMAN TRAILERS <br />Kz <br />ACCESIBLE STALL STRIPING PER SS CO <br />WSDOT STD PLAN M-17.10-02 ADA RAMP TO <br />ACCESS PARKING SPACE SYMBOL LONGSHOREMAN TRAILERS <br />PER COE STD DWG 724 <br />4 PARKING STALLS <br />(1 ADA & 3 <br />STANDARD STALLS) <br />Ln <br />P7 <br />CONC WHEEL STOP, TYP 4 EA <br />(SEE DETAIL 1 THIS SHEET) <br />m <br />X <br />6' 1®TYP <br />WATER METER <br />8" DIA BOLLARD —<' <br />' 10' 5' 1 2' 1 <br />I <br />N: 363220.46 <br />E: 1301549.34 <br />m <br />0 <br />0 <br />ro <br />POTENTIAL FUTURE <br />LEASEHOLD LINE <br />HIGH —MAST LIGHT POLE AND CONC <br />UTILITY COLLAR, SEE SHEET S1.1 <br />AND NOTE 1 THIS SHEET <br />4' <br />N <br />N <br />U� <br />6' <br />PLAN VDEW <br />5" <br />10" <br />� N <br />ELEVATION VDEW <br />NOTES <br />1. CONTRACTOR SHALL DRILL HIGH —MAST LIGHT POLE FOUNDATIONS PRIOR TO <br />INSTALLATION OF ALL OTHER UTILITIES AND FIRE HYDRANTS. THE LOCATION <br />OF LIGHT POLE FOUNDATIONS MAY REQUIRE HORIZONTAL ADJUSTMENT IF <br />OLDCASTLE PRECAST BUMPER CURB, BELOW GRADE OBSTRUCTIONS ARE ENCOUNTERED. IF OBSTRUCTIONS ARE <br />290 LB OR APPROVED EQUAL ENCOUNTERED, CONTRACTOR SHALL NOTIFY ENGINEER TO AGREE ON NEW <br />LOCATION WHICH MAY AFFECT THE LOCATION OF OTHER UTILITIES. <br />LEGEND <br />F <br />9" ASPH PVMT OVER 12" CSBC <br />N F-1 TEMPORARY 2" ASPH PVMT OVER 12" CSBC THAT WILL <br />BE PAVED TO THE FULL 9" DEPTH PVMT IN THE FUTURE <br />DRAINAGE SLOT <br />SLOTS FOR BOLT <br />CONNECTION, TYP <br />PRECAST CURD DUMPER DETADL <br />a <br />9" MIN DEPTH, 36%36" <br />REINFORCED CONC PAD <br />5' <br />9" MIN E <br />REINFORC <br />'.$ 17 <br />PROVIDE (4) #3 BARS, <br />SEE SECTION A <br />3' <br />�A��II11 <br />C��i lilli <br />CL <br />SECTION A <br />INSTALL 6" SCH 40 <br />STEEL PIPE GUARD POST <br />PER COE STD DWG 508 <br />N <br />N <br />HOTBOX N: 363217.70 ACP <br />E: 1301631.30 2" GS RISER PIPE ADJACENT TO LIGHT <br />C PAD <br />10'x3O' LONGSHOREMAN TRAILER POLE FOUNDATION, PRIME AND PAINT <br />7 <br />(FOR BREAKROOM/OFFICE) I WITH TWO COATS OF "SAFETY YELLOW" PERALL COE CO COEDWG 508 <br />I AIR —VAC VALVE ASS'Y INSTALL FIRE HYDRANT CALL 48 HOURS <br />PER COE STD PLAN 512 PER COE STD DWG 507 SEE NOTE 1 BEFORE YOU DIG <br />1" AIR VENT PIPE DIAL 811 <br />Z FROM WATER <br />MAIN <br />p uI VERT DATUM: NAVD 88 <br />10' 0 10' 20' HIGH MAST LIGHT POLE A N pD CONV TO M LLW = NAVD88+2.03 <br />LONGSHOREMAN TRAILER DETAIL PLAN 5' 15' 2 RRE HYDRANT ASS' V DETAILLS HORZ DATUM: NAD 83/91 <br />C2.1 C2.3 SCALE: 1" = 10' — — SCALE: NTS RECORD DRAWING REDUCE SCALE ACCORDINGLY 4 <br />PROJECT ENGINEER SALE <br />RECORD CONDITIONS N. AS SHOWN DWG. N0. <br />N. WATSONW PORT OF EVERETT <br />ILLUSTRATED IN THESE C2m4 <br />Porto, f' ® 07/05/2023 NW RECORD DRAWING PLANS REFLECT DESIGNED 6Y: DATE:NORTON TERMINAL DEVELOPMENT <br />02/18/2022 NW MARITIME TENANT SITE DEVELOPMENT INFORMATION J. BECKER 05/07/2021 CIP NO. <br />EVERETT 1-8-900-05 <br />0 1z/oz/zozl NW 2—INCH To 9—INCH PVMT PROVIDED BY THE DRAWN BY: CHECKED 6Y: & MTCA 3RD INTERIM ACTION <br />1601 5th Avenue, Suite 1300 os 21 021 NW ssuEO FOR eIo K. EDWARDS, D. YU N. WATSON PROJECT <br />/ / CONTRACTOR. RECORD SITE PLAN DETAILS NO MT—NT-2021 —02.2 <br />P 0 Box 538 Seattle, Washington 98101 / /° CONDITIONS WERE NOT <br />EVERETT, WA 98206 OD 05 07 �D�1 NW FOR CITY REVIEW APPROVED BY: <br />(425) 259-3I64 (206) 382-0600 Fax(206) 382-0500 VERIFIED BY ENGINEER. (2 OF 2) SHEET N0. 26 OF 150 <br />PROJECT NO. 1600120 NO, DATE BY REVISION NO, DATE BY REVISION <br />0 <br />Z <br />a <br />U <br />LU <br />