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z <br />0 <br />0 <br />_j <br />LLI <br />w <br />m <br />0 <br />z <br />F- <br />0 <br />z <br />ca <br />T7 <br />U') <br />0 <br />C15 <br />W_ <br />ELEC SUBSTATION <br />SEE ELEC DWGS <br />FUTURE ELEC SWITCHGEAR, <br />NOT PART OF THIS CONTRACT. <br />PORT GARDNER BAY <br />(J� 6' BOLLARD, TYP <br />C 5. iC3.4 <br />SD SYSTEM SEE SHT C4.1 <br />PG <br />N <br />BLDG T_ 4 <br />0 <br />0 <br />a- n <br />m M 0 <br />0 <br />0 <br />F_ <br />n <br />a- In <br />'n m <br />In ­e <br />m m <br />I I <br />IN: 1)3 .0 <br />E: 1298539.0 0 <br />v <br />c) <br />o110 <br />N: 358077.1 <br />E: 1298546.8 <br />SD ------------- SD <br />IN: )ZD0U0U-Q <br />E:1298555.2 <br />f A A I <br />00 <br />0 <br />9 <br />? < 6 <br />SEESHEETSHEET C3.1 FOR WATER <br />SERVICE CONTINUATION <br />2" METERED WATER SERVICE FOR <br />PORTABLE BUILDINGS/TRAILERS. <br />SEE DETAIL 5 ON SHEET C3.4 <br />70LF-2" HDPE W <br />N: 358105.3 <br />E: 1298556.9 <br />7 2" RISER, CONN TO EX TRAILER WATER SERVICE <br />2" HDPE TEE & 2" GV w/VALVE BOX <br />PER COE STD DWG 505 TO BLDG T-5A <br />NEW LOCATION OF BLDG T-5A <br />RESTROOM/SHOWER TRAILER EX BELOW GRADE TIMBER <br />N: 358098.9 BULKHEAD, LOCATION <br />E: 1298564.E APPROX. TOF,1 EL=12.3± <br />EX 12" SID SD 3D SD <br />SD SD SD <br />5 N: 358103.9 <br />V) E: 1298590.8 <br />U) <br />co <br />AA_ <br />7 2 RISER, CONN TO- ETRAILER WATER SERVICE <br />N: 358096.3 <br />X X E- 1298500.1 <br />N: 358052.9 <br />E: 1298564.5 <br />NEW LOCATION 6" SS CO TYPE 1 PER <br />OF BLDG T-513 COE STD DWG 604. <br />OFFICE TRAILER 8 6" WYE AND RIM= 17.5' <br />fiA 4LF±-6" PVC IE= 13.95' <br />i SSS, S=2% MIN <br />2 SS LIFT STATION <br />3 6LF±-2" SSFM <br />8" DI W, SEE C3.1 <br />4 CONN TO EX SSFM SS <br />Ss <br />03 <br />co <br />rrs <br />EX. TRACK 104 <br />BUILDING T®5A AND T-�5 RELOCATION, WATER/SEWER PLAN <br />C3.1105.1 SCALE: 1" = 10' <br />10 <br />TRAILER RELOCATION NOTES <br />CD EXISTING SPRINKLER SERVICE TO BUILDINGS T-5A AND T-513 WILL <br />NOT BE RECONNECTED AT THE LOCATION SHOWN. MAINTAIN EXISTING <br />PROTECTIVE COVERS ON THE SPRINKLER PIPE CONNECTION. <br />SIMPLEX SEWER LIFT STATION WITH OUTSIDE DROP <br />C5.lLC5-2 STRUCTURE PER COE DWG 612. <br />RIM- 17.5 <br />IE=15.0'± (2" SSFM) <br />I E= 1 4.5'± (2" VENT) <br />I E= 13.78' (6" TEE AT TOP OF DROP STRUCTURE) <br />IE=10.0±' (6"x90* EL AT BOTTOM OF DROP STRUCTURE) <br />QD SSFM PIPE SHALL BE THE SAME MATERIAL AS THE EX SSFM. CONTRACTOR <br />SHALL FIELD VERIFY THE EX SSFM MATERIAL TYPE. <br />O CONTRACTOR TO FIELD VERIFY EX SSFM LOCATION, SIZE, MATERIAL TYPE <br />AND DEPTH. CONTRACTOR SHALL DESIGN CONNECTION TO EX SSFM AND <br />SUBMIT SHOP DRAWINGS OF THE CONNECTION TO ENGINEER FOR APPROVAL <br />PRIOR TO ORDER OF MATERIALS. REFER SHEET D2.1 FOR PARTIAL <br />DEMOLITION AND TEMP CAPPING OF EX SSFM. <br />O 2" GATE VALVE WITH VALVE BOX PER COE STD DWG 505. <br />O6 6" SS CO, TYPE 1 PER COE STD DWG 604. RIM-17.5% IE=14.5'. <br />CONTRACTOR SHALL FIELD VERIFY, FURNISH, INSTALL, TEST AND <br />CLEAN/DISINFECT THE REQUIRED FITTINGS TO RECONNECT POTABLE <br />WATER AND SEWER SERVICE TO THE EXISTING TRAILERS. <br />OS ROUTE VENT PIPE TO RELOCATED BUILDINGS AND CONNECT TO BUILDING <br />VENT SYSTEM OR RUN NEW VENT PIPE UP SIDE OF BUILDING AND <br />TERMINATE 6" MINIMUM ABOVE ROOF LINE IN CONFORMANCE WITH IIIII WkIZEf4r <br />-effl� 8F-- 994PT61i- �41`41%Rh+ PLUMBING CODE. SLOPE PIPE AT 1 MINIMUM <br />v' UPHILL TO BUILDING CONNECTION TO PROVIDE POSITIVE AIR FLOW TO VENT. <br />O9 SEE DETAIL 5 SHEET C3.4 FOR SHIP SERVICE WATER SYSTEM DETAILS. <br />10 REPLACE EXISTING STAIRS AND LANDING WITH ADA COMPLIANT RAMP AND <br />LANDING WHEN SETTING PORTABLE BUILDINGS IN NEW LOCATION. EXISTING <br />LANDINGS ARE 38 TO 39 INCHES ABOVE GRADE., RAMP AND LANDINGS <br />SHALL BE CONSTRUCTED OF PRESSURE TREATED WOOD OR SHALL BE A <br />PRE -MANUFACTURED ADA COMPLIANT RAMP ASSEMBLY AS APPROVED BY <br />THE ENGINEER. THE RAMP AND LANDING SHALL HAVE A MINIMUM LOAD <br />RATING OF 100 PSF AND SHALL COME EQUIPPED WITH HANDRAILS ON <br />BOTH SIDES AND ANON -SKID SURFACE. <br />PROJECT ENGINEER. SCALE: DWG. No. <br />N. WATS 0 N AS SHOWN PORT OF EVERETT C501 <br />go DESIGNED BY: DATE: <br />Port J. BECKER 112/08/2017 SOUTH TERMINAL WHARF & CIP NO. <br />DRAWN BY: CHECKED BY: ELECTRICAL UPGRADES -PHASE 2 1 -8-001-06 <br />EVIwn 1601 5th Avenue, Suite 1300 J7014 S. MILLETT N. WATS 0 N PROJECT <br />NO. MT-ST-2017-1 1 <br />P.O. BOX 538 Seattle, Washington 98101 A, 12/08/17 NW ISSUED FOR BID AND PERMIT. $18T APPROVED BY: BUILDING T-5A AND T-513. <br />EVERETT, WA 98206 PROJECT <br />0206) 382-0500(425) 259-3164 NO. 1600120 NO. DATE BY REVISION No. DATE BY1 REVISION N% IRELOCATION, WATER SEWER PLAN SHEET NO. 53 OF 176 <br />