C-102.pdf

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DRAWFORM REVISION: 31 JANUARY 2017

Project Number

02/05/2021

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BRANCH MANAGER

FIRE PROTECTION

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MATTHEW MARK RANDALL

IAN BODWELL

JEFF HOYT

PATRICK BAKAJ

LIST OF ANTICIPATED OUTAGES:

C-102

12839043

LDA MJL

FAC-YR-NUM

ZRJ

AS NOTED

DOCKSIDE COMPLEX SITE UTILITY PLANA1

NOTES:

KEY PLAN

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BOTTOM OF PLATFORM

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TOP OF STEPS

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BUILDING 344

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ENCLOSED STAIRWAY

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RAILS

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RAILS

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RAIL

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DC-2909

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DC-2908

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MC1

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MP

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MP

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MP

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MP

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MP

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0XY/ACET

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0XY/ACET

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AIR

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SYL

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SYL

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SYL

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MP

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MP

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MP

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CRANE

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FOOTING

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SHED

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METAL STEPS (CRANE ACCESS)

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6-19(R) OBSTRUCTED UNABLE TO ACCESS

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SYL

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ELECTRIC BOX "DANGER HIGH VOLTAGE"

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1" METAL COND. (ELEC & COMM)

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COVER

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15" INSULATED PIPE

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2" METAL COND.

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HATCH

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TURNSTILE ON DECK

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RAILS

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RAMP

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FF

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WV

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WV

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TP 3

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TP 2

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GG

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DD

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WV 1331

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WV

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BB

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WV

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MW

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MW

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CO

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6-17A (FORMER CB)

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6-14 (FORMER CB)

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WV 1328 (TM)

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WV 1329 (TM)

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WV 1332 (TM)

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12" VERTICAL STEAM

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MW

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SUPPORT LEGS FOR BUMPER STOP (TYP. OF 4)

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RAILS EMBEDDED IN CONC.

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WV

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WV

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DATA CONNECTION TO B.96 (SEE E-101, VOL. 2)

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CONSTRUCT NEW RAIL & MATCH INTO EXISTING RAIL

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DOCKSIDE COMPLEX

AutoCAD SHX Text B.240

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ENCLOSURE 6

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CONDENSING UNIT. SEE DETAIL B4 ON C-505, M-102 VOL 2, AND S-501

AutoCAD SHX Text CONSTRUCTION OF FOUNDATION WILL REQUIRE PILES AND GRADE BEAMS IN CLOSE PROXIMITY TO THE EXISTING 8" SANITARY SEWER MAIN. SANITARY SEWER LINE MUST BE MONITORED TO ENSURE THAT CONSTRUCTION DOES NOT DAMAGE THE PIPE AND UNDERGROUND CONDUIT. ANY DAMAGE TO THE PIPE MUST BE FIXED IMMEDIATELY AND REPORTED TO THE CONTRACTING OFFICER. (SEE S-101)

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CAST STEEL RAIL WHEEL STOPS (SEE DETAIL ON S-508)

AutoCAD SHX Text APPROXIMATE LIMIT OF PAVEMENT RESTORATION. MATCH EXISTING GRADE ALONG SAWCUT AND EXISTING BUILDINGS, TYP.

AutoCAD SHX Text INTERCEPT EXISTING SANITARY SEWER MAIN, INSTALL MANHOLE SMH 2020 - 2 RIM ELEV: 9.16 INV IN: 1.50 INV OUT: 1.50

AutoCAD SHX Text INTERCEPT EXISTING SANITARY SEWER MAIN, INSTALL MANHOLE SMH 2020 - 1 RIM ELEV: 9.33 INV IN: 1.88 INV OUT: 1.88

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EXISTING DRAINAGE INFRASTRUCTURE

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HEAT PUMP. SEE DETAIL B3 ON C-505 AND D1 ON S-501 VOL 1, AND M-141 VOL 2.

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4 WAY DUCT BANK

AutoCAD SHX Text 6" INSULATED CONDENSATE LINE TO BE RELOCATED UNDERGROUND, TO THE SIDE OF B. 240 AND TIED INTO EXISTING INSULATED CONDENSATE LINE MOUNTED TO B. 240. 6" CONDENSATE LINE TO BE MOUNTED 20 FEET ABOVE EXISTING GRADE, BUILDING ANCHORS MUST NOT BE MADE TO BRICK.

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INSTALL ±8' PVC SDR-35 ANDCOUPLERS TO CONNECT EXISTING SEWER PIPE.

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1'-10"X4' SECTIONALIZING CABINET (SEE E-101 VOL. 2) WITH 1'X4' CONCRETE PIER.

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EXISTING STORM DRAIN TO BE CAPPED

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CONDENSING UNIT. SEE DETAIL B2 ON C-505, M-102 VOL 2, AND D1 ON S-501

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STEEL STAIRS AND LANDING, SEE S-101 AND S-103 VOL 1.

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2'X2' PRECAST CONCRETE PIERS (SEE DETAIL C1 ON C-505)

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2-WAY DUCT BANK

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TURNSTILE DRAIN. SEE DETAILS A3 AND B3 ON C-507.

AutoCAD SHX Text ROAD: SNOWDEN STREET SNOWDEN STREET WATER: B. 240: : (3) WATER SERVICES ALONG SNOWDEN STREET ON SOUTH SIDE OF BUILDING. NO OUTAGES MAY OCCUR BETWEEN OCTOBER 1 AND MAY 1. SANITARY SEWER: : 8" GRAVITY MAIN BETWEEN SMH 664 AND SMH 103. TEMPORARY BY-PASS PUMPING AND PUMP TRUCKS PROPOSED TO AVOID OUTAGE. 6" SANITARY SERVICE FROM DOCKSIDE COMPLEX TO DRY DOCK #2. SERVICE TO BE PLUGGED TEMPORARILY DURING OUTAGE. ELECTRICAL: NO OUTAGE REQUIRED PROVIDED THAT ENCLOSURE 6 IS NOT CONNECTED TO SLD EXTENSION. OUTAGE REQUIRED FOR CIRCUIT 4-3A, WORK TO OCCUR DURING OFF-HOURS OR OVER THE WEEKEND. STEAM: STEAM CONDENSATE LINE FORMERLY LOCATED AGAINST STEAM CONDENSATE LINE FORMERLY LOCATED AGAINST B. 346 TO BE RELOCATED ON B. 240. ANTICIPATED OUTAGE OF 2 DAYS AND MUST OCCUR BETWEEN MAY 1 AND OCTOBER 1.

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DOCKSIDE COMPLEX SITE UTILITY PLAN

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AutoCAD SHX Text 10'

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AutoCAD SHX Text Scale: 1" = 10'-0"

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SCALE:

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1. ALL MANHOLE COVERS REQUIRED TO HAVE 4" STAINLESS ALL MANHOLE COVERS REQUIRED TO HAVE 4" STAINLESS WELD IDENTIFICATION NUMBER ON COVER. 2. MONITORING WELLS MUST BE MAINTAINED THROUGHOUT MONITORING WELLS MUST BE MAINTAINED THROUGHOUT CONSTRUCTION AND ANY CHANGES IN GRADE IN THE VICINITY OF A MONITORING WELL MUST BE RECONSTRUCTED PURSUANT TO DETAIL SHOWN ON C-506 3. MONITORING WELLS ARE USED TO PERFORM CONTINUITY MONITORING WELLS ARE USED TO PERFORM CONTINUITY CHECKS OF THE STIFF LEF DERRICK (SLD) FOUNDATION SYSTEM. ALL MONITORING WELLS MUST REMAIN ACCESSIBLE DURING CONSTRUCTION. 4. HYDRANT FLOW TEST: HYDRANT FLOW TEST: DATE: 6/15/2020, 8:21 AM STATIC 74 PSIG (HYDRANT 13) RESIDUAL 70 PSIG FLOW 1,750 GPM (HYDRANT 11) CALCULATED AT 20 PSIG: 7,135 GPM

AutoCAD SHX Text BUILDING 240 HAS BEEN IDENTIFIED AS A HISTORICAL BUILDING, AS SUCH PROTECTIVE MEASURES MUST BE PUT IN PLACE TO ENSURE THAT THE BUILDING IS NOT DAMAGED DURING CONSTRUCTION.

AutoCAD SHX Text Lee D. Allen 9218

AutoCAD SHX Text 03-19-2021

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