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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 /> C 0 LEGEND <br /> 9"ASPH PVMT OVER 12"CSBC <br /> 1 <br /> PLANA N I VIEW <br /> /I E\A/ ❑ TEMPORARY 2"ASPH PVMT OVER 12"CSBC THAT WILL <br /> I� LA 0 V Y V V BE PAVED TO THE FULL 9"DEPTH PVMT IN THE FUTURE <br /> 106LF-12" SD, 5=0.39 <br /> ❑❑ CL <br /> I <br /> DRAINAGE SLOT <br /> 10° DEMO EX FH <br /> SSFM SHUT-OFF VAULT SLOTS FOR BOLT AND RISER <br /> N: 363220.46 CONNECTION,TYR <br /> SSFM LIFT STATION I E: 1301549.34 <br /> VALVE VAULT 10'x46'LONGSHOREMAN TRAILER <br /> (FOR RESTROOM/SHOWER) <br /> II II <br /> II II <br /> SEWER LIFT STATION FOR <br /> LONGSHOREMAN TRAILERS <br /> C5.9 C5.22 ❑ N - <br /> ACCESIBLE STALL STRIPING PER SS CO I ELEVATION V E VV 9"MIN DEPTH,36"x36" <br /> WSDOT STD PLAN M-17.10-02 REINFORCED CONIC PAD <br /> ADA RAMP TO <br /> ACCESS PARKING SPACE SYMBOL LONGSHOREMAN TRAILERS <br /> nPER COE STD DWG 724 PRECAST CURB DUMPER DETAIL PROVIDE (4)#3 BARS <br /> SCALE: NTS <br /> POTENTIAL FUTURE \ <br /> LEASEHOLD LINE I • <br /> HIGH-MAST LIGHT POLE AND CONC //�� <br /> UTILITY COLLAR,SEE SHEET S1.1 9"MIN DEPTH, 36"x36" PROVIDE (4) #3 BARS, SECTION A <br /> 4 PARKING STALLS �7 AND NOTE 1 THIS SHEET REINFORCED CONIC PAD SEE SECTION A <br /> (1 ADA&3 p 3' 8 <br /> STANDARD STALLS) 4' 4 <br /> CONIC WHEEL STOP,TYP 4 EA I 5 INSTALL 6"SCH 40 <br /> � STEEL PIPE GUARD POST <br /> (SEE DETAIL 1 THIS SHEEP) <br /> PER COE STD DWG 508 <br /> 3' <br /> m I N <br /> � a• <br /> . N <br /> 19' 6' 10' 5' 2' o a <br /> TYP <br /> WATER METER I A <br /> v <br /> 8"CIA BOLLARD <br /> HOT BOX N: 363217.70 ACP <br /> E: 1301631.30 2"GS RISER PIPE ADJACENT TO LIGHT _ <br /> 10'x30' LONGSHOREMAN TRAILER POLE FOUNDATION, PRIME AND PAINT <br /> FLL CONC PAD <br /> OR BREAKIR M/OFFICE) I WITH TWO COATS OF"SAFETY YELLOW" PER ACOE STD DWG 508 <br /> AIR-VAC VALVE ASS'Y INSTALL FIRE HYDRANT CALL 48 HOURS <br /> PER COE STD PLAN 512 SPER COE EE NOTE STD DWG 507 BEFORE YOU DIG <br /> 1"AIR VENT PIPE DIAL 811 <br /> FROM WATER MAIN <br /> � Z VERT DATUM: NAVD 88 <br /> 10' 0 10' 20' HIGH MAST LIGHT POLE AND CONV TO MLLW = NAVD88+2.03 <br /> LONGSHOREMAN TRAILER DETAIL PLAN 5' 15' T2 EIRE HYDRANT ASS'Y DETAILS HORZ DATUM: NAD 83/91 Z <br /> 4.1 C2.3 SCALE: 1" = 10' —I— SCALE: NITS RECORD DRAWING IF SHEET IS REDUCE SCA LE LESS <br /> 4 Q <br /> P N. WATSONCT GINEER SCALE PORT OF EVERETT DWG. N C2 4 � <br /> RECORD CONDITIONS N. WA AS SHOWN <br /> Port of 07/05/2023 NW RECORD DRAWING ILLUSTRATED IN THESE <br /> PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT � <br /> J. BECKER 05/07/2021 CIP NO. <br /> EVERETTlqpff 8 02/18/2022 NW MARITIME TENANT SITE DEVELOPMENT INFORMATION 1-8-900-�rJ O <br /> / / PROVIDED BY THE DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br /> 8 12 02 2021 NW 2-INCH TO 9-INCH PVMT K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.D. <br /> 16015th Avenue,Suite 1300 Q 06/21/2021 NW ISSUED FOR BID CONTRACTOR.RECORD SITE PLAN DETAILS NO. MT—NT-2021—02.2 V <br /> Seattle,Washington98101 <br /> EVERETT, 53a WA sszos ® os/m/zo21 NW FOR CITY REVIEW CONDITIONS WERE NOT nPRRoveD BY: W <br /> ( <br /> a25 259-3164 (206)382-0600 Fax(206)382-0500 VERIFIED BY ENGINEER. (2 OF 2) SHEET N0. 26 OF 1 50 <br /> ) PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION <br />