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NOTES <br /> 1 FF <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 /> CB TYPE 2 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 /> N:363227.86 <br /> E 1301537.59 o �, o LEGENDN:363149.91E: 1301534.96 <br /> SSFM CO VAULT 9"ASPH PVMT OVER 12"CSBC <br /> SSFM SHUT-OFF VAULT� 6SSFM LIFT STATION I c�VALVE VAULT 1O'x46' LONGSHOREMAN TRAILER LAN VIEW TEMPORARY 2"ASPH PVMT OVER 12"CSBC THAT WILL <br /> (FOR RESTROOM/SHOWER) BE PAVED TO THE FULL 9"DEPTH PVMT IN THE FUTURE <br /> 1 SEWER LIFT STATION FOR CL <br /> ASPH TRANSITION RAMP AT 5% MAX C5.9 C5.22 LONGSHOREMAN TRAILERS <br /> SLOPE ALONG EAST,WEST&SOUTH <br /> SIDE OF FULL DEPTH PVMT DRAINAGE SLOT <br /> ACCESIBLE STALL STRIPING PER SS CO 10" DEMO EX FIT <br /> WSDOT STD PLAN M-17.10-02 SLOTS FOR BOLT AND RISER <br /> ADA RAMP TO <br /> LONGSHOREMAN TRAILERS CONNECTION,TYP <br /> ACCESS PARKING SPACE SYMBOL <br /> PER COE STD DWG 714 <br /> II II <br /> _ II II <br /> Tn � <br /> POTENTIAL FUTURE <br /> LEASEHOLD LINE ELEVATION VIEW 9"MIN DEPTH,36"'x3 or REINFORCED CONC PAD <br /> I <br /> 1 PRECAST CURB BUMPER DETAIL PROVIDE(4)#3 BARS <br /> 4 PARKING STALLS <br /> SCALE: NTS <br /> 5%MAX TRANSITION SLOPE (1 ADA&3 - - <br /> FROM 9"DEPTH PVMT TO 2"' STANDARD STALLS) <br /> DEPTH PVMT,TYP CONC WHEEL STOP,TYP 4 <br /> a <br /> (SEE DETAIL 1 THIS SHEET) <br /> I <br /> HIGH-MAST LIGHT POLE AND CONC <br /> UTILITY COLLAR,SEE SHELF S1.1 9"MIN DEPTH,36"x36" PROVIDE(4) #3 BARS, SECTION A <br /> LLLLLL 25 9' 6 10 5' 12' b AND NOTE 1 THIS SHEET REINFORCED CONC PAD SEE SECTION A <br /> TYP <br /> WATER METER�_ I =4� 4' <br /> INSTALL 6"SCH 40 <br /> STEEL PIPE GUARD POST <br /> PER COE STD DWG 508 <br /> 8"DIA BOLLARD� 3 <br /> V ed < <br /> ae <br /> HOT BOX J _ _ <br /> LP10 <br /> e e ` <br /> 10'x30' LONGSHOREMAN TRAILER <br /> FOR BREAKROOM/OFFICE) <br /> .!. A N <br /> N: 363146.33 N:363224.29 <br /> E: 1301640.89 I E: 1301643.53 <br /> I <br /> 2"GS RISER PIPE ADJACENT TO LIGHT ACP <br /> 78 POLE FOUNDATION, PRIME AND PAINT / <br /> WITH TWO COATS OF"SAFETY YELLOW"J INSTALL CONC PAD <br /> PER COE STD DWG 508 CALL 48 HOURS <br /> AIR-VAC VALVE ASS'Y INSTALL FIRE HYDRANT BEFORE YOU DIG <br /> PER COE STD PLAN 512 PER COE STD DWG 507 DIAL 811 <br /> SEE NOTE 1 <br /> < 1"AIR VENT PIPE <br /> FROM WATER MAIN <br /> m r <br /> T INNI z---Nmw- <br /> VERT DATUM: NAVD 88 <br /> 10' 0 10' 20' HIGH MAST LIGHT POLE AND CONV TO MLLW = NAVD88+2.03 <br /> n HORZ DATUM: NAD 83/91 <br /> <� <br /> 1 LONGSHOREMAN TRAILER DETAIL PLAN 5' 15' 2 FIRE HYDRANT ASS Y DETAILS <br /> w_ <br /> C2.1 C2.3 SCALE: 1" = 10' SCALE: NTS IF SHEET IS LESS THAN 22x34 <br /> m < REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 N PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> N p, N. WATSON AS SHOWN C2.4 <br /> �P of r,LrB7'�A <br /> �S 1b Np J� DESIGNED BY: DATE: <br /> 0 J.Port Of e�g�~ rtoy E NECKER DATE: 2021 NORTON TERMINAL DEVELOPMENT CIP No. H <br /> :z 1TffEVERETT 8-900-05 <br /> DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION U <br /> 16015th Avenue,Suite 1300 10 06/21/2021 NW ADDED DETAILS 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O. BOX 538 Seattle,Washington 98101 �� 8�isteagO : SITE PLAN DETAILS <br /> NO. MT-NT-2021-02.2 <br /> N EVERETT, WA 98206 ® OS/07/2021 NW FOR CITY REVIEW70M1L � �1' APPROVED BY <br /> O <br /> (a25) 259-3164 (206)382-0600 Fax(206)382-0500 / O C \ <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO, DATE BY REVISION l f ) SHEET NO. 26 OF 149 LL <br />