Amendment 14 - Civil Site Dwgs.pdf

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Attached to
P-381 MULTI-MISSION DRY DOCK #1, PORTSMOUTH NAVAL SHIPYARD (PNSY), KITTERY MAINE
Solicitation number
N4008520R0021
Issued by

About this file

Written by GovTribe AI ·

This document outlines a federal contract opportunity for construction services. The Department of the Navy Naval Facilities Engineering Command is soliciting proposals for the design and construction of a partitioned addition to Dry Dock #1 at the Portsmouth Naval Shipyard in Kittery, Maine. The addition will include two new dry dock bays labeled Dry Dock #1 North and Dry Dock #1 West to support maintenance and overhaul of Virginia Class submarines. Work will involve constructing concrete floors, walls and a center wall; new pump well systems and a pump station building; portal crane rails, mooring hardware, and mechanical and electrical utilities. Modifications will also be made to the existing dry dock closure wall and berths. Proposals are due by the date listed in the solicitation number provided.

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NO PARKING

IR ZONE

EX. HISTORIC QUAY WALL

SEE STRUCTURAL PLANS

CD104-CD106 FOR

STRUCTURAL DEMOLITION

1 SAW CUT, REMOVE AND DISPOSE BITUMINOUS CONCRETE

PAVEMENT. PAVEMENT DEPTH VARIES. SEE BORING

LOGS FOR PAVEMENT THICKNESS AT EACH LOCATION.

2 LIMIT OF RAIL REMOVAL. SEE GENERAL NOTE 3.

3 EXISTING AIR INTAKE MUST REMAIN AND BE PROTECTED

4 REMOVE EXISTING CONTAINERS AND TRAILERS. SEE

GENERAL NOTE 5.

5 REMOVE EXISTING CONCRETE STEPS

6 REMOVE CRANE RAIL AND ASSOCIATED STRUCTURE. SEE

SHEET CD501

7 REMOVE EXISTING CAPSTAN. SEE NOTE 9

8 EXISTING EQUIPMENT AND LOUVER SERVICING THE

PUMPWELL MUST REMAIN OPERATIONAL UNTIL

TEMPORARY OR PERMANENT SYSTEM ARE IN PLACE.

EQUIPMENT AND LOUVER MAY BE REMOVED WHEN

DEWATERING, DRAINAGE AND ASW PUMPS HAVE BEEN

DECOMMISSIONED. REMOVAL MUST BE COORDINATED

WITH PNSY.

9 REMOVE EXISTING CONCRETE TRENCH

10 CONTRACTOR MUST INCLUDE COST TO RELOCATE

EXISTING ELECTRICAL PANEL, BOX, AND SIREN TO

ACCOMMODATE DEMOLITION AND CONSTRUCTION

11 REMOVE EXISTING PUMPWELL HEAD HOUSE

GENERAL NOTES:

1. THE LIMITS OF SAWCUTTING, PAVEMENT REMOVAL, AND

RAIL REMOVAL SHOWN ARE APPROXIMATE. DETERMINE

THE EXACT LIMITS OF THIS WORK REQUIRED TO SUPPORT

THE DEMOLITION EFFORT.

2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.

PROTECT UTILITIES TO REMAIN.

3. RAILS ARE IN 39 FT LENGTHS. REMOVE FULL SEGMENT OF

RAIL AT NEAREST RAIL JOINT, OR SAWCUT RAIL TO ALLOW

FOR UTILITY WORK . DETERMINE LOCATION OF RAIL

JOINTS AND LIMITS OF RAIL REMOVAL. ALL SPLICE PLATES

AND BOLTS AT THE REMOVAL LIMIT MUST BE REPLACED.

REUSE OF THE HARDWARE WILL NOT BE ALLOWED.

4. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO

PERFORMING ANY WORK IN ACCORDANCE WITH

CONTRACT DOCUMENTS.

5. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE

GROUND FACILITIES, TRAILERS, TANKS AND CONTAINERS.

CONTRACTOR MUST PROVIDE REQUEST TO CONTRACTING

OFFICER A MINIMUM OF 30 DAY PRIOR TO WORK.

DEMOLITION KEYNOTES

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

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S I O

N

D

R Y

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

DEMOLITION PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

H

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S

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C

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GENERAL NOTES (CONTINUED):

6. ACCESS HATCHES FOR PUMPWELL

OPERATION MUST BE PROTECTED

7. AREAS TO BE DEMOLISHED ONLY AFTER

SUPPORT OF EXCAVATION IS COMPLETE.

8. ALL EXISTING EQUIPMENT USED FOR DD1E

DOCKING/UNDOCKING EVOLUTIONS,

INCLUDING CLEATS, BOLLARDS, CHOKES,

RINGS, WINCHES AND GATES SHALL BE

PRESENT AND FUNCTIONING. REMOVAL OF

ANY OF THESE ITEMS SHALL BE

COORDINATED WITH AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO REMOVAL.

9. SEE SHEET CD104 FOR REMOVAL OF

SUBSURFACE UTILITIES WITHIN THE

TURNOUT AREA

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GUARD HOUSE

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PUMP WELL ENTRANCE

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45A UNABLE TO ACCESS

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EOI

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6" A QL-B

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5-3" DC E QL-C COULD NOT BE DESIGNATED.

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3" T QL-C

AutoCAD SHX Text 6" STEAM 6" AIR 1.5" CONDENSATE 0.5" HIGH PRESSURE COMPRESSED AIR 6" AUXILIARY SALT WATER 6" FIRE WATER 8" FIRE PROTECTION IN UTILITY TUNNEL QL-B

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16-4" E QL-B

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SHELF IN MH

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TMH/EMH DC-D-4 RIM=9.8', CH=8.3' SUMP=0.6'

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4-4" E QL-C (R)

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18-4" E QL-B

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2" STEAM IN UTILITY TUNNEL QL-B

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3" STEAM IN UTILITY TUNNEL QL-B

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4" CUT STEAM PIPE IN UTILITY TUNNEL

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5" E QL-B

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24-4" T/DC E QL-B

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TMH/EMH DC-D-9 RIM=9.5', CH=8.9' SUMP=2.5'

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9-4" T/DC E QL-C NO ELECTRONIC SIGNALS DETECTED

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HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'

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2-4" T/DC E QL-D (EMPTY)

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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HIGH PRESSURE COMPRESSED AIR DUCT QL-B

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HPCA MH RIM=9.6' COULD NOT OPEN

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TMH/EMH DC RIM=9.6', CH=7.4' SUMP=0.6'

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1.5" HPCA QL-B

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6" FW QL-C

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3" STEAM IN UTILITY TUNNEL QL-B

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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24-4" T/DC E QL-B

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ELECTRIC SUB STATION VAULT

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SOFT WALL STORAGE BUILDING

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ELECTRIC PANEL & METER BOX

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GARAGE

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ELECTRIC PANEL & METER BOX

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1-4" E QL-B 1-4" T QL-B 1-2" T QL-B

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9-4" E QL-B

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AC-39 UNABLE TO OPEN LOCATION UNDER STORAGE CONTAINER

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OFL 16A(R)

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WOODEN DECK

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DIESEL FUEL

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CONTAINER

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(2)ES

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12" FW QL-B

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

EX. QUAY WALL

1 REMOVE EXISTING HIGH PRESSURE AIR LINE. SEE

GENERAL NOTE 2.

2 REMOVE EXISTING FRESH WATER LINE. SEE GENERAL

NOTE 2.

3 REMOVE EXISTING SANITARY SEWER LINE INCLUDING ALL

ASSOCIATED FITTINGS/VALVES. SEE GENERAL NOTE 2.

4 REMOVE EXISTING DC ELECTRIC/COMMUNICATIONS

DUCTBANK. SEE GENERAL NOTE 2.

5 REMOVE EXISTING AC ELECTRIC DUCTBANK. SEE GENERAL

NOTE 2.

6 REMOVE EXISTING STEAM TRENCH. ASSUME FOR BIDDING

PURPOSES THAT ACM PIPE INSULATION IS PRESENT ON

EXISTING STEAM PIPES. SEE GENERAL NOTE 2.

7 REMOVE EXISTING DRAIN LINE. SEE GENERAL NOTE 2.

8 REMOVE EXISTING COMPRESSED AIR LINE. SEE GENERAL

NOTE 2.

9 REMOVE EXISTING SANITARY SEWER MANHOLE.

10 ABANDON AND FILL STORM DRAIN PIPE BENEATH WHARF

11 REMOVE TOP OF HISTORIC QUAY WALL. COORDINATE WITH

ARCHAEOLOGIST AND MINIMIZE REMOVAL OF WALL

SECTIONS TO ACCOMMODATE PROPOSED UTILITY WORK.

REFER TO SHEET G-131 AND G-132

12 REMOVE EXISTING HIGH PRESSURE STEAM MANHOLE. SEE

SHEET MD501.

13 REMOVE EXISTING HIGH PRESSURE AIR MANHOLE. SEE

SHEET MD501.

14 REMOVE AND RESET EXISTING SURVEY MONUMENT.

15 REMOVE EXISTING ELECTRIC MANHOLE.

16 REMOVE EXISTING DRAINAGE STRUCTURE.

17 REMOVE EXISTING INSULATION FROM FRESH WATER AND

COMPRESSED AIR PIPING. FOR BIDDING PURPOSES

ASSUME ACM IS PRESENT ON INSULATION

18 RELOCATE EXISTING REMOTE CONTROL SHELTER AND

EQUIPMENT, SEE GENERAL NOTE 4

19 REMOVE AND RESET EXISTING ELECTRICAL PANEL AND

METER BOX, SEE GENERAL NOTE 4

20 REMOVE AND RESET EXISTING SIREN, POLE, AND WIRING,

SEE GENERAL NOTE 4

21 DEMOLISH EXISTING DUCTBANK AND INSTALL NEW

DUCTBANK ~1 FT LOWER

DEMOLITION KEYNOTES

22 REMOVE AND RELOCATE EXISTING ELECTRICAL

EQUIPMENT, SEE GENERAL NOTE 4

23 FLOWABLE FILL PORTION OF DRAINAGE BELOW EXISTING

ELECTRICAL INFRASTRUCTURE

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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K I T

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M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

UTILITY DEMOLITION PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

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U T

12823123

GENERAL NOTES:

1. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.

PROTECT UTILITIES TO REMAIN.

2. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO

PERFORMING AND WORK IN ACCORDANCE WITH

CONTRACT DOCUMENTS.

3. ALL EXISTING EQUIPMENT USED FOR DD1E

DOCKING/UNDOCKING EVOLUTIONS, INCLUDING

CLEATS, BOLLARDS, CHOKES, RINGS, WINCHES AND

GATES SHALL BE PRESENT AND FUNCTIONING.

REMOVAL OF ANY OF THESE ITEMS SHALL BE

COORDINATED WITH AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO REMOVAL.

4. COORDINATE RELOCATION OF EXISTING EQUIPMENT

WITH CONTRACTING OFFICER.

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KEYNOTES CONTINUED:

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2"FW(R)

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GUARD HOUSE

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PUMP WELL ENTRANCE

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45A UNABLE TO ACCESS

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EOI

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6" A QL-B

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5-3" DC E QL-C COULD NOT BE DESIGNATED.

AutoCAD SHX Text 6" STEAM 6" AIR 1.5" CONDENSATE 0.5" HIGH PRESSURE COMPRESSED AIR 6" AUXILIARY SALT WATER 6" FIRE WATER 8" FIRE PROTECTION IN UTILITY TUNNEL QL-B

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16-4" E QL-B

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SHELF IN MH

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TMH/EMH DC-D-4 RIM=9.8', CH=8.3' SUMP=0.6'

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18-4" E QL-B

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2" STEAM IN UTILITY TUNNEL QL-B

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3" STEAM IN UTILITY TUNNEL QL-B

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4" CUT STEAM PIPE IN UTILITY TUNNEL

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5" E QL-B

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24-4" T/DC E QL-B

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TMH/EMH DC-D-9 RIM=9.5', CH=8.9' SUMP=2.5'

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9-4" T/DC E QL-C NO ELECTRONIC SIGNALS DETECTED

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HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'

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2-4" T/DC E QL-D (EMPTY)

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24-4" T/DC E QL-B

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20-4" E QL-B

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HIGH PRESSURE COMPRESSED AIR DUCT QL-B

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HPCA MH RIM=9.5' COULD NOT OPEN

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HPCA MH RIM=9.7' COULD NOT OPEN

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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HIGH PRESSURE COMPRESSED AIR DUCT QL-B

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HPCA MH RIM=9.6' COULD NOT OPEN

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TMH/EMH DC RIM=9.6', CH=7.4' SUMP=0.6'

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1.5" HPCA QL-B

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6" FW QL-C

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3" STEAM IN UTILITY TUNNEL QL-B

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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24-4" T/DC E QL-B

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24-4" T/DC E QL-B

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9-4" E QL-C

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QL-B

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QL-C

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24-4" E QL-C

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E QL-B

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15-4" E QL-B

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16-4" E QL-B

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15-4" E QL-B

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4" EMPTY CONDUITS

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8" FW QL-B

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8" FW QL-B

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6" FW QL-B

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8" FW QL-B

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6" FW QL-B

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12" FW QL-B

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12" FW QL-B

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12" FW QL-B

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12" FW QL-B

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EOI

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24-4" T/DC E QL-B

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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20-4" E QL-B

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SOFT WALL STORAGE BUILDING

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ELECTRIC PANEL & METER BOX

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8" FW QL-B

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24-4" T/DC E QL-B

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21-4" E QL-C (R)

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EOC

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EOC

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EOC

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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EOC

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OFFICE TRAILER

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CONTAINER

AutoCAD SHX Text (A)

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OFFICE TRAILER

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CONTAINER

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OFFICE TRAILER

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GARAGE

AutoCAD SHX Text (A)

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ELECTRIC PANEL & METER BOX

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1-4" E QL-B 1-4" T QL-B 1-2" T QL-B

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9-4" E QL-B

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AC-39 UNABLE TO OPEN LOCATION UNDER STORAGE CONTAINER

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OFL 16A(R)

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OFL 17A(R)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

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AutoCAD SHX Text (B)

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WOODEN DECK

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DIESEL FUEL

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SWL

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(2)ES

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12" FW QL-B

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1" HPA QL-B

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1" HPA QL-B

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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UNCLASSIFIED

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UNCLASSIFIED

E

E

W H

E E

L E

R

NITROGEN

HYD

KEYNOTES

1 PROVIDE AND COMPACT AGGREGATE SUBBASE AND BASE

AS REQUIRED TO MEET GRADING. GRADE AND COMPACT

EXISTING AGGREGATE SUBBASE AND BASE. PROVIDE

BITUMINOUS CONCRETE BINDER AND WEARING COURSE.

SEE DETAIL C5 ON DRAWING CS502.

2 PROVIDE PAINTED YELLOW STRIPING LINES AT CRANE

RAIL. TYP. SEE DRAWING CS107 AND CS504

3 INSTALL CHAIN LINK FENCE. SEE DETAILS A2 AND B2 ON

DRAWING CS502.

4 INSTALL ELECTRICAL ENCLOSURE LOW RETAINING WALL

PER DETAIL C5 ON DRAWING CS507.

5 RAISE CASTING, TYP. SEE SHEET CS 107 FOR GRADING.

6 INSTALL AASHTO #57 STONE BASE PER SECTION B2 ON

DRAWING CS301.

7 INSTALL CAST IN PLACE STAIRS, REFER TO DETAIL C4 ON

SHEET CS507.

8 INSTALL SINGLE LEAF CHAIN LINK GATE AT STAIRS PER

DETAILS A3 AND C5 ON DRAWING CS501.

9 INSTALL DOUBLE SWING CHAIN LINK GATE PER DETAIL A2

ON DRAWING CS502.

10 REINSTALL CRANE RAILS. SEE DRAWINGS CS401 AND

CS510

11 PROVIDE REINFORCED STRUCTURAL SLAB, REFER TO

DETAILS C2/C3/C5 ON DRAWING CS510.

12 PROVIDE REINFORCED CONCRETE SLAB, REFER DETAIL C2

ON DRAWING CS510

13 REINFORCED CONCRETE DUCTBANK SECTION. SEE DETAIL

B4 ON CS507

14 PROVIDE AT-GRADE TRENCH SECTION FOR HPA, REFER

TO DETAILS B3/B4 ON DRAWING CS110

15 PROVIDE AT GRADE TRENCH FOR WHEELER, REFER TO

DETAILS ON SHEET CS509

16 REPLACE SWITCH 55 AND 56. SEE CRANE RAIL DRAWINGS

17 PROVIDE HYDRANT. SEE DETAIL A5 ON DRAWING CF501

18 REFER TO STRUCTURAL PLANS FOR NITROGEN PAD.

19 INSTALL RAMP WITH CHEEK WALLS IN EITHER SIDE, REFER

TO SHEET CS110

20 ELECTRICAL EQUIPMENT PAD, REFER TO DETAIL CS ON

SHEET CS507

21 EXISTING CONCRETE TRENCH TO REMAIN

GENERAL NOTES:

1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN

FOR CLARITY. THE CONTRACTOR MUST REFER TO THE

COMPOSITE UTILITY DRAWINGS, DISCIPLINE SPECIFIC

DRAWINGS, AND EXISTING CONDITIONS DRAWINGS FOR

UTILITIES LOCATED ADJACENT TO THE WORK BEING

PERFORMED.

2. SEE SHEET CS401 FOR SUBSTATION AND PIDC PART

PLANS.

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

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W e d n e s d a y

F e b r u a r y

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

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S

E

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C

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

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P R

O V

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E N

T

C

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A V

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K I T

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M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

CIVIL SITE PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

CS103

C I V

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P

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P

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22 CONCRETE FILLED STEEL PIPES, SEE DETAIL A5 ON

SHEET CS502

23 REFER TO SHEET US403 FOR STRUCTURAL SLAB

EAST OF UTILITY ENCLOSURE

KEYNOTES CONTINUED:

A

M E

N D

M E

V

M G

A

M E

N D

M E

V

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A

M E

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11+00 12+00 13+00

LOW POINT AT NEW CB

RIM: 9.08

LOW POINT AT NEW CB

RIM: 9.30

LOW POINT AT NEW CB

RIM: 9.60

LOW POINT

AT NEW CB

RIM: 9.53

ELEV: 9.55

LOW POINT AT NEW CB: 9.26

10.19

9.91

10.05

9.83

9.96 9.87

9.95

9.88

9.80

9.84

9.73

9.65

9.70

TOP SLAB: 10.03

9.77

9.75

9.64

9.60

9.53 9.59

9.53

9.51

9.50

9.70

9.55

9.50

ADJUSTED RIM: 9.38

TOW: 12.00

BOW: 9.55

TOW: 12.00

BOW: 9.56

TOW: 12.00

BOW: 9.84

TOW: 12.00

BOW: 9.55

9.38

TOP SLAB: 9.95

TOW: 12.00

BOW: 9.86

TOP SLAB: 10.37

LOW POINT AT NEW CB

RIM: 9.59

TOP SLAB: 10.00

TOW: 12.00

BOW: 9.50

TOW: 12.00

BOW: 9.65

TOW: 12.00

BOW: 9.50

EXISTING RIM: 9.08

9.85

9.73

9.59

9.61

9.33

9.44

9.48

9.36

MATCH GRADE AT EXIST MH

RIM: 9.46

MATCH GRADE AT EX MH

RIM: 9.33

MATCH GRADE AT EX MH

RIM: 9.38

9.33

9.57

9.33

9.48

9.73

9.48

9.80

9.89

HIGH POINT: 9.66

9.78

TOP OF STONE: 11.50

9.52

9.43

TOP OF STONE: 11.50

9.40

9.91

9.95

9.73

9.77

9.80

MATCH GRADE AT EXIST TRENCH

HIGH POINT AT DOOR: 10.07

VERIFY IN FIELD

BOTTOM OF CURB AT DOOR: 9.60

VERIFY IN FIELD

BOTTOM OF CURB AT VENT: 9.55

VERIFY IN FIELD

BOTTOM OF CURB AT VENT: 9.60

VERIFY IN FIELD

9.67

9.55

TOW: 12.00

BOW: 9.62

9.68

LOW POINT AT NEW CB

RIM: 9.12

9.33

9.67

9.80

9.64

9.55

MATCH GRADE AT EXIST MH

RIM: 9.42

9.30

8.65

MATCH GRADE

AT EX MW: 9.39

9.61

9.59

9.58

GENERAL NOTES:

1. CONCRETE EQUIPMENT PAD LOCATIONS AND SIZE ARE

APPROXIMATE. ADJUST TO SUIT ELECTRICAL EQUIPMENT

PROVIDED. IF ELECTRICAL EQUIPMENT SELECTED BY

CONTRACTOR REQUIRES A PAD LARGER THAN IS SHOWN

ON THIS DRAWING, THE CONTRACTOR MUST REVISE

LAYOUT OF PADS ENSURING THAT ALL CLEARANCE

SHOWN BETWEEN PADS ARE MAINTAINED. SEE

ELECTRICAL DRAWINGS.

2. PRECAST GRADE RINGS OR RISERS MUST BE USED FOR

ELECTRIC MANHOLE CASTING ADJUSTMENTS INSIDE

SUBSTATION.

KEYNOTES

A

B

C

D

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1 2 3 4 5

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U s h a r e d b i m c i v i l d c i v i l C

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F e b r u a r y a

E

R

S e F o s t e r

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EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

A L

S

H I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

SITE GRADING PLAN - TURNOUT

SCALE: 1" = 20'

CS107

S I T

E

G

R A

D I N

G

P

L A

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T

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CASTINGS ADJUSTMENT TABLE

CASTING NO TYPE

EXISTING ELEVATION (FT) NEW ELEVATION (FT)

C-1 DC ELECTRIC MH 9.47 11.50

C-2 AC ELECTRIC MH 9.59 11.50

CASTING C-2

CASTING C-1

12823140

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AutoCAD SHX Text S

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ST

AutoCAD SHX Text

CA

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CA

AutoCAD SHX Text F

AutoCAD SHX Text

TRENCH DRAIN SUMP 7.0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 308A

AutoCAD SHX Text

AutoCAD SHX Text

AC-36(R)

AutoCAD SHX Text

45A UNABLE TO ACCESS

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

OFL 16A(R)

AutoCAD SHX Text

OFL 17A(R)

AutoCAD SHX Text

AC-309

AutoCAD SHX Text

MP

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

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AutoCAD SHX Text (B)

AutoCAD SHX Text

RD

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

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AutoCAD SHX Text (B)

AutoCAD SHX Text (C)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

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ACCESS HATCH

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VSP (SEWER VALVE CONN.)

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.8

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.6

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AutoCAD SHX Text 9.5

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AutoCAD SHX Text 10.3

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AutoCAD SHX Text 9.9

AutoCAD SHX Text 12.0tw

AutoCAD SHX Text 12.0tw

AutoCAD SHX Text 8.8

AutoCAD SHX Text 9.6

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AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.7

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AutoCAD SHX Text 9.3

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AutoCAD SHX Text 9.3

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AutoCAD SHX Text 10.4

AutoCAD SHX Text 8.8

AutoCAD SHX Text 9.1

AutoCAD SHX Text 9.5

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AutoCAD SHX Text 10.3

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AutoCAD SHX Text 9.3

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AutoCAD SHX Text 9.3

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AutoCAD SHX Text 9.9

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AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.9

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AutoCAD SHX Text 9.3

AutoCAD SHX Text 8.8

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.7

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AutoCAD SHX Text 10.8

AutoCAD SHX Text

(2)ES

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1" HPA QL-B

AutoCAD SHX Text

1" HPA QL-B

AutoCAD SHX Text

SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

DRAIN STRUCTURE INFORMATION

CB-01

48 DIA CONCENTRIC STRUCTURE

N: 90986.5709

E: 2798953.4305

RIM: 9.30

INV OUT 12" CONC X 14 LF: 5.52 (DMH-04)

CB-02

48 DIA CONCENTRIC STRUCTURE

N: 90951.4813

E: 2798936.6660

RIM: 9.60

INV IN 6" DI X 12 LF: 4.97 (DMH-16)

INV OUT 6" DI X 16 LF: 4.87 (DMH-04)

CB-04

48 DIA CONCENTRIC STRUCTURE

N: 90981.5575

E: 2798874.2580

RIM: 9.56

INV IN 6" PVC X 18 LF: 5.38 (RD 2)

INV OUT 6" PVC X 41 LF: 5.38 (DMH-05)

CB-05

48 DIA CONCENTRIC STRUCTURE

N: 91054.6612

E: 2798890.9523

RIM: 9.08

INV OUT 12" CONC X 15 LF: 5.03 (DMH-06)

CB-07

48 DIA CONCENTRIC STRUCTURE

N: 91156.5403

E: 2798887.9327

RIM: 11.50

INV OUT 12" CONC X 30 LF: 5.39 (DMH-T4)

CB-08

48 DIA CONCENTRIC STRUCTURE

N: 91202.9689

E: 2798872.9993

RIM: 11.50

INV OUT 12" CONC X 32 LF: 5.46 (DMH-T2)

CB-10

48 DIA CONCENTRIC STRUCTURE

N: 91245.5098

E: 2798855.2736

RIM: 9.61

INV OUT 12" CONC X 16 LF: 5.20 (DMH-T1)

CB-17-3A

48 DIA CONCENTRIC STRUCTURE

N: 91103.8575

E: 2798956.6083

RIM: 9.30

INV OUT 12" 12 inch Concrete Pipe X 1 LF: 4.24 (EXIST RCP)

CB 15-6

48 DIA CONCENTRIC STRUCTURE

N: 90975.6180

E: 2799041.4198

RIM: 9.13

INV IN 6" PVC X 31 LF: 3.80 (DMH-15)

INV OUT 24" CONC X 59 LF: 1.60 (DMH-03)

CB 17-3B

Concentric Structure 72 dia 18 frame 24 cone 5 wall 6 floor

N: 91192.0891

E: 2798934.1185

RIM: 9.39

INV IN 12" 12 inch Concrete Pipe X 3 LF: 3.60 (CB-17-3C)

INV IN 12" 12 inch Concrete Pipe X 3 LF: 3.50 (DMH-17-3)

INV IN 12" 12 inch Concrete Pipe X 3 LF: 3.60 (CB-17-13A)

INV OUT 12" CONC X 25 LF: 3.60 (DMH-T4)

DRAIN STRUCTURE INFORMATION

DMH-03

60" DIA CONCENTRIC STRUCTURE

N: 90958.0470

E: 2798980.3062

RIM: 9.63

INV IN 12" DI X 20 LF: 4.31 (CB-09)

INV IN 24" CONC X 59 LF: 1.17 (CB 15-6)

INV OUT 24" CONC X 32 LF: 1.17 (DMH-04)

DMH-04

60" DIA CONCENTRIC STRUCTURE

N: 90969.8558

E: 2798945.5643

RIM: 9.62

INV IN 24" CONC X 32 LF: 0.92 (DMH-03)

INV IN 6" DI X 16 LF: 4.67 (CB-02)

INV IN 12" CONC X 14 LF: 5.28 (CB-01)

INV OUT 30" CONC X 71 LF: 0.81 (DMH-05)

DMH-05

60" DIA CONCENTRIC STRUCTURE

N: 91023.4511

E: 2798891.4393

RIM: 9.32

INV IN 30" CONC X 71 LF: 0.43 (DMH-04)

INV IN 6" PVC X 41 LF: 4.41 (CB-04)

INV OUT 30" CONC X 19 LF: 0.43 (DMH-06)

DMH-06

72" DIA CONCENTRIC STRUCTURE

N: 91041.4794

E: 2798875.5621

RIM: 9.47

INV IN 30" CONC X 19 LF: 0.31 (DMH-05)

INV IN 12" CONC X 15 LF: 4.75 (CB-05)

INV OUT 36" CONC X 56 LF: 0.21 (DMH-07)

DMH-07

72" DIA CONCENTRIC STRUCTURE

N: 91029.5058

E: 2798814.6595

RIM: 9.04

INV IN 36" CONC X 56 LF: -0.10 (DMH-06)

INV IN 15" CONC X 7 LF: 2.02 (EX CB 17-15)

INV IN 12" EX CONC X 91 LF: 1.90 (DMH-T6)

INV OUT 36" CONC X 105 LF: -0.20 (DMH-09)

DMH-09

72" DIA CONCENTRIC STRUCTURE

N: 90995.9325

E: 2798709.2430

RIM: 9.06

INV IN 36" CONC X 105 LF: -0.75 (DMH-07)

INV OUT 36" CONC X 121 LF: -0.85 (DMH-10)

DMH-10

72" DIA CONCENTRIC STRUCTURE

N: 90957.9581

E: 2798588.3741

RIM: 9.01

INV IN 36" CONC X 121 LF: -1.48 (DMH-09)

INV IN 12" CONC X 5 LF: 4.83 (Structure - (327))

INV OUT 36" CONC X 25 LF: -1.48 (DMH-17)

INV OUT 12" CONC X 1 LF: 1.19 (EX CB 20-1)

DMH-11

72" DIA CONCENTRIC STRUCTURE

N: 90921.6792

E: 2798473.5509

RIM: 9.18

INV IN 36" CONC X 84 LF: -2.18 (DMH-17)

INV IN 12" CONC X 21 LF: 0.32 (EX CB 21-1)

INV OUT 36" CONC X 92 LF: -2.28 (WQU-1)

DMH-12

72" DIA CONCENTRIC STRUCTURE

N: 90858.0808

E: 2798275.1409

RIM: 9.47

INV IN 42" CONC X 104 LF: -3.79 (WQU-1)

INV IN 4" PVC X 5 LF: 0.20 (EX DMH 20010)

INV OUT 42" CONC X 24 LF: -3.79 (DMH-13)

DMH-13

10' X 16' RECT STRUCTURE

N: 90842.5013

E: 2798244.8590

RIM: 9.50

INV IN 42" CONC X 24 LF: -4.04 (DMH-12)

INV OUT 42" PVC X 54 LF: -4.20 (42'' OUTLET)

INV OUT 12" PVC X 54 LF: 4.37 (12'' OUTLET)

DRAIN STRUCTURE INFORMATION

DMH-15

48 DIA CONCENTRIC STRUCTURE

N: 90944.5118

E: 2799057.6067

RIM: 9.80

INV IN 4" PVC X 9 LF: 4.02 (SWITCH DRAIN 1)

INV IN 4" PVC X 23 LF: 4.02 (SWITCH DRAIN 2)

INV OUT 6" PVC X 31 LF: 3.98 (CB 15-6)

DMH-16

48 DIA CONCENTRIC STRUCTURE

N: 90937.6236

E: 2798928.1369

RIM: 9.85

INV IN 6" PVC X 25 LF: 5.23 (RD 1)

INV OUT 6" DI X 12 LF: 5.13 (CB-02)

DMH-17

72" DIA CONCENTRIC STRUCTURE

N: 90948.7604

E: 2798559.2480

RIM: 9.05

INV IN 36" CONC X 25 LF: -1.63 (DMH-10)

INV OUT 36" CONC X 84 LF: -1.73 (DMH-11)

DMH-T1

48 DIA CONCENTRIC STRUCTURE

N: 91239.2374

E: 2798874.7530

RIM: 9.87

INV IN 12" CONC X 16 LF: 4.39 (CB-10)

INV OUT 12" CONC X 32 LF: 4.29 (DMH-T2)

DMH-T2

48 DIA CONCENTRIC STRUCTURE

N: 91219.6167

E: 2798905.4675

RIM: 9.76

INV IN 12" CONC X 32 LF: 3.57 (DMH-T1)

INV IN 12" CONC X 32 LF: 5.12 (CB-08)

INV OUT 12" CONC X 53 LF: 3.47 (DMH-T4)

DMH-T4

48 DIA CONCENTRIC STRUCTURE

N: 91164.9468

E: 2798920.5257

RIM: 9.50

INV IN 12" CONC X 53 LF: 3.18 (DMH-T2)

INV IN 12" CONC X 30 LF: 5.13 (CB-07)

INV IN 12" CONC X 25 LF: 4.17 (CB 17-3B)

INV OUT 12" CONC X 20 LF: 3.08 (DMH-T5)

DMH-T5

48 DIA CONCENTRIC STRUCTURE

N: 91140.8842

E: 2798917.8141

RIM: 9.58

INV IN 12" CONC X 20 LF: 2.96 (DMH-T4)

INV OUT 12" CONC X 58 LF: 2.86 (DMH-T6)

DMH-T6

48 DIA CONCENTRIC STRUCTURE

N: 91113.5792

E: 2798861.8055

RIM: 9.40

INV IN 12" CONC X 58 LF: 2.55 (DMH-T5)

INV OUT 12" EX CONC X 91 LF: 2.45 (DMH-07)

WQU-1

72" DIA CONCENTRIC STRUCTURE

N: 90891.7045

E: 2798380.2775

RIM: 9.50

INV IN 36" CONC X 92 LF: -2.77 (DMH-11)

INV IN 12" CONC X 20 LF: 2.70 (EX DMH 22-6)

INV OUT 42" CONC X 104 LF: -3.24 (DMH-12)

DRAINAGE NOTES

SCALE: N/A

CS108

D R

A I N

A G

E

N

O T

E S

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

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E

U s h a r e d b i m c i v i l d c i v i l C

S

D

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F e b r u a r y

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EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

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P R

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E N

T

C

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M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

SWITCH DRAIN NOMENCLATURE

SWITCH DRAIN NO. RAIL COMPONENT REF. NO. DRAINS TO

1 S55 DMH-14

2 S56 DMH-14

12823141

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AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

DEWEY AVENUE

DEWEY AVENUE

9+30

5+00

6+00

7+00

8+00

9+00

WQU-1

DMH-12

DMH-11

36"42"

C1

CS302

C2

CS302

C3

CS302

5+50

6+50

7+50

8+50

C4

CS302

EX DMH 20A

DMH-17

36" 36"

DMH-13

42"

12"

EX DMH 20-1

DRAINAGE KEY NOTES

PROVIDE RCP. SEE PLAN FOR SIZE

PLUG AND ABANDON EXISTING PIPE

PROVIDE 42" STORM DRAIN OUTFALL. SEE DRAWING

CS506 FOR OUTFALL DETAIL

PROVIDE 8' X 8' RECTANGULAR MANHOLE WITH

DUCKBILL BACKFLOW VALVE, SEE DETAILS ON

DRAWING CS506

PROVIDE WATER QUALITY UNIT. SEE DETAIL A1 ON

DRAWING CS505

PROVIDE 12" PVC OVERFLOW PIPE, SEE DRAWING

CS402

PROVIDE 12" STORM DRAIN OVERFLOW OUTFALL.

SEE DRAWING CS506 FOR OUTFALL DETAIL

PROVIDE 42" PVC PIPE

PROVIDE DRAINAGE MANHOLE (6'-0" DIA). SEE

DETAIL B2 ON DRAWING CS505

PROVIDE DRAINAGE MANHOLE (7'-0" DIA). SEE

DETAIL B2 ON DRAWING CS505

PROVIDE CATCH BASIN FRAME & GRATE IN LIEU OF

MANHOLE FRAME AND COVER

PROVIDE DRAINAGE MANHOLE (5'-0" DIA). SEE

DETAIL B2 ON DRAWING CS505

CUT AND CONNECT EXISTING PIPE TO MANHOLE

1. SEE SHEET CS108 FOR DRAINAGE STRUCTURE

DIAMETER, RIMS AND INVERTS

GENERAL NOTES

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

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E

U s h a r e d b i m c i v i l d c i v i l C

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F e b r u a r y

E

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P A

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T

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Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

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SEAL

OF

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R I N

G

C

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M A

D

A

T L A

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I C

DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

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E N

A V

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A L

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H I P

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R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

DRAINAGE PLAN - BERTH 11A - 11B

SCALE: 1" = 20'

M A

T C

H

L I N

E

S

E

CS110

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E

P

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B

12823143

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CS505

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AutoCAD SHX Text

EP

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EP

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EP

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EP

AutoCAD SHX Text

EP

AutoCAD SHX Text

EOC

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EOC

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EOC

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EOC

AutoCAD SHX Text

EOC

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SMOKING SHELTER

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text

MOBILE OFFICE

AutoCAD SHX Text

OFL 21(R)

AutoCAD SHX Text

OFL 20(R)

AutoCAD SHX Text

OFL 19(R)

AutoCAD SHX Text

TURNTABLE FROG

AutoCAD SHX Text

RAIL SWITCH

AutoCAD SHX Text

TURNTABLE FROG

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

CRANE RAILS

AutoCAD SHX Text

CRANE RAILS

AutoCAD SHX Text

RAILS

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (A)

AutoCAD SHX Text (C)

AutoCAD SHX Text (D)

AutoCAD SHX Text (E)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text

OFL 23(R)

AutoCAD SHX Text

OFL 22A(R)

AutoCAD SHX Text

OFL 22(R)

AutoCAD SHX Text (A)

AutoCAD SHX Text

~CONSTRUCTION AREA~

AutoCAD SHX Text

HOLE

AutoCAD SHX Text

WOODEN CONSTRUCTION CRIBBING

AutoCAD SHX Text

(2) CONTAINERS

AutoCAD SHX Text D

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

CARPENTER STREET

0+00

1+00

3+00

4+00

5+00

DMH-03

DMH-06

DMH-10

DMH-07

DMH-09

EX CB 17-15

EX CB 17-12

36"

36"

DMH-05

DMH-04

C5

CS302

0+50

1+50

3+50 4+50

6"

RD 2

RD 1

DMH-T1

DMH-T2

DMH-T4

DMH-T5

CB-08

CB-10

CB-01

CB-05

DMH-T6

0+00

12"

CB-07

EX DMH 20A

CB 15-6

DMH-15

CB-02

CB-04

RAIL SWITCH S55

RAIL SWITCH S56

0+00

0+43

DMH-16

CB 17-3B

24"

CB-09

EX DMH 20-1

CB-17-3A

0+00

DRAINAGE KEY NOTES

PROVIDE RCP. SEE PLAN FOR SIZE

PROVIDE DRAINAGE MANHOLE (4'-0" DIA). SEE

DETAIL B2 ON DRAWING CS505

PLUG AND ABANDON EXISTING PIPE

PROVIDE DRAINAGE MANHOLE (5'-0" DIA). SEE

DETAIL B2 ON DRAWING CS505

CUT AND CONNECT EXISTING PIPE TO MANHOLE

PROVIDE PVC PIPE. SEE PLAN FOR SIZE

1. SEE SHEET CS108 FOR DRAINAGE STRUCTURE

DIAMETER, RIMS AND INVERTS

GENERAL NOTES

PROVIDE 3" DIA SCH 80 PVC DRAIN PIPE AND FITTINGS

WITH SOLVENT WELD JOINTS FROM RAIL SWITCHES

WITH 3 DRAIN HOLES PER SWITCH, TO OUTLET INSIDE

DRAINAGE STRUCTURE.

PROVIDE DRAINAGE MANHOLE (6'-0" DIA). SEE DETAIL

B2 ON DRAWING CS505

PROVIDE DUCTILE IRON (DI) PIPE. SEE PLAN FOR SIZE

PROVIDE 6'-0" DIAMETER CATCH BASIN

CUT AND CONNECT EXISTING PIPE TO CATCH BASIN

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

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U s h a r e d b i m c i v i l d c i v i l C

S

D

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W e d n e s d a y

F e b r u a r y

E

R

S e F o s t e r

D E

P A

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M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

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S

E

N G

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E E

R I N

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C

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C R

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P P

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SEAL

OF

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N G

I N

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R I N

G

C

O M

M A

D

A

T L A

N T

I C

DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

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F O

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A L

S

H I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

DRAINAGE PLAN - TURNOUT

SCALE: 1" = 20'

M A

T C

H

L

I N

E

S

E

CS111

D R

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P

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AutoCAD SHX Text

SOIL ZONE 1

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SOIL ZONE 2

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2"FW(R)

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4"ST

AutoCAD SHX Text

4"ST

AutoCAD SHX Text

6"ST

AutoCAD SHX Text

4"ST

AutoCAD SHX Text

1 1/2"COND

AutoCAD SHX Text

SYL

AutoCAD SHX Text

SYL

AutoCAD SHX Text

SYL

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EP

AutoCAD SHX Text

EP

AutoCAD SHX Text

EP

AutoCAD SHX Text

EP

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EP

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EP

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EP

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SYL

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SYL

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SYL

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TRENCH DRAIN SUMP 7.0'

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GUARD HOUSE

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PUMP WELL ENTRANCE

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TRENCH DRAIN

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UNKNOWN TRENCH NO ELECTRONIC SIGNALS DETECTED

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SOFT WALL STORAGE BUILDING

AutoCAD SHX Text

TRENCH DRAIN

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EOC

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EOC

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EOC

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EOC

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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EOC

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STEEL PLATFORM

AutoCAD SHX Text

EOC

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CRANE RAIL

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

MOBILE OFFICE

AutoCAD SHX Text

OFL 20(R)

AutoCAD SHX Text

OFL 19(R)

AutoCAD SHX Text

AC-20 MARKINGS

AutoCAD SHX Text

OFL 16A(R)

AutoCAD SHX Text

OFL 17A(R)

AutoCAD SHX Text

ALTAR

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TURNTABLE FROG

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RAIL SWITCH

AutoCAD SHX Text

CRANE RAIL STOP

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CRANE RAIL STOP

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CRANE RAILS

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CRANE RAILS

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CRANE RAILS

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CRANE RAILS

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RAILS

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RAILS

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CRANE RAIL

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EXHAUST PIPE

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OUTLET

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1-1/2" PVC

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OUTLET

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6" PIPE W/4 VALVES

AutoCAD SHX Text

OUTLET

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OUTLET

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1-1/2" PVC

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OUTLET

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1-1/2" PVC

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8" COND.

AutoCAD SHX Text (A)

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RD

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WOODEN DECK

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DIESEL FUEL

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(6)4" COND.

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(2) CONTAINERS

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EXHAUST PIPE

AutoCAD SHX Text

SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

E V

A T

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N

F

T

E L

E V

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N

F

T

-10

-5

-10

-5

E L

E V

A T

I O

N

F

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E L

E V

A T

I O

N

F

T

-10

-5

-10

-5

0+00

1+00

2+00

2+13.54

12" RCP - 0.50%

12" RCP - 0.50%

R

C P

- 1 .9

R

EXISTING GRADE

EX 6" CA (DEMO)

EX 6" STEAM (DEMO)

EX 6" CA

P381 10" SEWER

EX AC ELECTRIC

EX AC ELECTRIC

EX 3" STEAM (DEMO)

P381 DC ELECTRIC

P381 DC ELECTRIC

EX DC ELECTRIC

P381 AC ELECTRIC

EX DC ELECTRIC

FINISHED GRADE

C B

D M

H T

D M

H T

D M

H T

D M

H T

D M

H T

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N

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-10

-5

-10

-5

0+00

0+48.57

EX SEWER (DEMO)

EX HPS (DEMO)

C B

D M

H T

12" RCP - 0.93%

EXISTING GRADE

FINISHED GRADE

SUBSTATION WALL

12" RCP - 0.51%

D M

H T

C B

12" RCP - 0.77%

EXISTING GRADE

FINISHED GRADE

SUBSTATION WALL

P381 12" FW

EX 12" FW (DEMO)

EX 12" FW

P381 12" HPA

P381 3" CA

EX 12" DRAIN (DEMO)

E L

E V

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STATION

-10

-5

-10

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STATION

-10

-5

-10

-5

D M

H

6" RCP - 1.00%

C B

6" RCP - 1.00%

12" RCP - 1.33%

C B

6" DI - 1.00%

D M

H

FINISHED GRADE

6" RCP - 3.66%

C B

6" RCP - 2.13%

D M

H

EXISTING GRADE

FINISHED GRADE

UTILITY ENCLOSURE

UTILITY ENCLOSURE

CRANE RAIL

GRADE BEAM

CRANE RAIL

GRADE BEAM

CRANE RAIL

GRADE BEAM

CRANE RAIL

GRADE BEAM

EXISTING

GRADE

CS202

D R

A I N

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E

P

R O

F I L E

S

O

F

DRAINAGE PROFILE: EAST OF SUBSTATION 3

SCALE: HOR - 1" = 20', VERT - 1" = 4'

DRAINAGE PROFILE:

SUBSTATION 3 NORTH CB

SCALE: HOR - 1" = 20', VERT - 1" = 4'

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

P

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N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

12823146

DRAINAGE PROFILE:

SUBSTATION 3 SOUTH CB

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A

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G

DRAINAGE PROFILE: RD1 TO CB-01

SCALE: HOR - 1" = 20', VERT - 1" = 4'

DRAINAGE PROFILE: RD TO DMH-05

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A

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AutoCAD SHX Text

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AutoCAD SHX Text

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VOLTAGE

REGULATOR

ENCLOSURE

16-OUTLET SHORE POWER

ON VAULT

VOLTAGE

REGULATOR

ENCLOSURE

TRANSPORTABLE

SUBSTATION

TRANSPORTABLE

SUBSTATION

EXISTING ELEC.

MANHOLE TO

REMAIN

EXISTING ELEC. MANHOLE

TO BE REMAIN

TOW ELEV. = 12.00

TOP STONE

ELEV. = 11.50

CHAIN LINK FENCE AND DOUBLE

SWING GATE, SEE SHEET CS502.

90'-10"

C2

CS301

AASHTO #57 STONE

GENERATOR PAD

16-OUTLET SHORE POWER

PAD-MOUNTED

SECTIONALIZER CABINET

5'-0"

RAMP WITH CHEEK WALL

SEE SHEET CS510

CBCB

CATCH BASIN

CATCH BASIN

BELOW SURROUNDED BY FENCE

N:91143.86

E:2798915.56

N:91130.53

E:2798873.50

N:91217.35

E:2798846.84

N:91230.56

E:2798887.87

2'-0"

11'-9"

PAD-MOUNTED

SECTIONALIZER

CABINET

3'-10"

9'-0"

3'-0"

BLDG. 175

5'-0"

PILE CAPS (TYP.)

AIR INTAKE (TYP.)

ENTRANCEWAY

CAST IN PLACE

STAIRS, SEE

SHEET CS507.

PAD-MOUNTED

SECTIONALIZER

CABINET

6'-0"

3'-3"

7'-11"

4'-0"

15KV PAD

MOUNT SWITCH

VAULT

16-OUTLET SHORE POWER

ON VAULT

1.5 MW

GENERATOR PAD

1.5 MW

GENERATOR PAD

30'-4"

16-OUTLET SHORE POWER

CHAIN LINK FENCE AND DOUBLE

SWING GATE, SEE SHEET CS502.

A2

CS301

AASHTO #57 STONE

TOP OF STONE

ELEV. = 11.50

TOW ELEV. = 12.00

RAMP WITH CHEEK WALL

SEE SHEET CS510

PIDC AREA WITH (4) SHORE

POWER OUTLETS AND VAULT

BELOW SURROUNDED BY FENCE

N:91028.57

E:2798932.34

N:91057.44

E:2798923.03

N:91035.11

E:2798952.64

N:91063.98

E:2798943.33

500 KW

GENERATOR

9'-4"

3'-0"

8'-1"

4'-7"

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1 2 3 4 5

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

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I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

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K I T

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M

A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 10'

10' 0 10' 20'

PLAN

NORTH

CIVIL SITE PART PLANS - SUBSTATION AND PIDC

SCALE: 1" = 10'

CS401

12823149

C I V

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KEYNOTES

GENERAL NOTES:

1. CONCRETE EQUIPMENT PAD LOCATION AND SIZE ARE

APPROXIMATE. ADJUST TO SUIT ELECTRICAL EQUIPMENT

PROVIDED. IF ELECTRICAL EQUIPMENT SELECTED BY

CONTRACTOR REQUIRES A PAD LARGER THAN IS SHOWN

ON THIS DRAWING, THE CONTRACTOR WILL REVISE

LAYOUT OF PADS ENSURING THAT ALL CLEARANCE

SHOWN BETWEEN PADS ARE MAINTAINED.

ABBREVIATIONS SHOWN ON PADS CORRESPOND TO

ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS.

2. PADS FOR TRANSPORTABLE SUBSTATION, LOAD BANK,

AND DIESEL GENERATOR ARE 18 INCHES THICK, ALL

OTHER PADS ARE 12 INCHES THICK.

3. SEE DRAWING CS301 FOR SUBSTATION SECTION.

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EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

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S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

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P R

O V

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K I T

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M

A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1. ALL POSTS, RAILS, BRACES AND APPURTENANCES MUST BE GALVANIZED STEEL.

2. FABRIC AND TIES MUST BE 9 GAUGE GALVANIZED STEEL UNLESS NOTED

OTHERWISE.

3. ALL FASTENING AND HINGE HARDWARE MUST BE SECURED IN PLACE BY

PEENING OR WELDING TO PREVENT DISASSEMBLY OF FENCING/GATES.

4. CONNECT BONDING JUMPERS BETWEEN GATE POSTS AND FRAMES. BONDING

JUMPERS MUST BE MADE OF ELECTROPLATED OR HOT TIN COATED COPPER TO

ENSURE HIGH CONDUCTIVITY.

5. MAKE GROUNDING CONNECTIONS AT BARE METAL POINTS OF CONTACT.

6. PIPE SIZES INDICATED ARE OUTSIDE DIAMETER (FENCE INDUSTRY STANDARD).

7. PROVIDE STRETCHER BARS AT ALL CORNER POST, END POST, PULL POST AND

GATE POSTS.

8. FOR EACH GATE LEAF, PROVIDE GATE KEEPERS CONSISTING OF A 2" DIA x 4'-0"

MIN HIGH POST WITH MECHANICAL LATCH SECURING THE FREE END OF THE

GATE IN THE FULL OPEN POSITION.

9. SWING GATE WILL BE PAD LOCKED SHUT; PNSY TO SUPPLY PAD LOCKS.

FENCE AND GATE NOTES:

B2

SCALE: NOT TO SCALE

CHAIN LINK FENCE DETAIL

A5

SCALE: NOT TO SCALE

CONCRETE FILLED

STEEL PIPES

B5

SCALE: NOT TO SCALE

SECTION-BASE PLATE

A2

SCALE: NOT TO SCALE

DOUBLE SWING GATE DETAIL

B4

SCALE: NOT TO SCALE

POST SLEEVE DETAIL

INSIDE

(ELECTRICAL

AREA)

OUTSIDE

ZINC

COATED

FABRIC

FENCE POST IN TOP OF

CONCRETE WALL.

SEE STRUCTURAL

DRAWINGS

VARIES

FINISHED

GRADE

3 1/2" OD END, CORNER

AND PULL POSTS

9 GAUGE 2" x 2" ZINC

COATED FABRIC WITH

TWISTED AND BARBED

SELVAGE AT TOP AND

BOTTOM (TYP)

MIN 5/16" STEEL

TRUSS ROD AND

TURNBUCKLE (TYP)

M

A X

STRETCHER BAR

(TYP)

CONCRETE TOP

TROWELED SMOOTH

AND SLOPED TO DRAIN

1-5/8" OD HORIZONTAL

BRACE RAIL (TYP)

2-7/8" OD LINE POST.

MIN 9 GAUGE STEEL

FABRIC TIES AT 15"

ON CENTER (TYP)

6'-0" (MAX)

STRETCHER BAR BAND,

INSTALL 4" FROM TOP AND

BOTTOM AND AT 12" OC

RAIL END WITH OFFSET LUG

BRACE BAND (TYP)

TOP TENSION WIRE

WITH FABRIC TIES AT

24" OC (TYP)

3/4" DIA x 10' LONG COPPER

CLAD STEEL GROUNDING ROD

MIN 6" BELOW GRADE

REFER TO ELECTRICAL

GROUNDING PLAN, ES113 AND

ELECTRICAL GROUNDING

DETAILS, ES504

AWG #8 TINNED

COPPER CONDUCTOR

CS502

C1

CS502

B4

CONCRETE

ELECTRICAL

ENCLOSURE WALL

FINISHED

GRADE TYP

6'-0" (MAX)

TOP TENSION WIRE WITH

FABRIC TIES AT 24" OC (TYP)

BOTTOM TENSION

WIRE WITH FABRIC

TIES AT 24" OC (TYP)

HINGE (TYP)

STRETCHER BAR (TYP)

RAIL END WITH OFFSET LUG

2-7/8" DIA LINE POST (TYP)

CONCRETE TOP

TROWEL SMOOTH

AND SLOPED TO DRAIN

MIN 5/16" STEEL TRUSS ROD

AND TURNBUCKLE (TYP)

MIN 9 GAUGE STEEL FABRIC

TIES AT 15" ON CENTER (TYP)

2" (MAX)

BRACE BAND (TYP)

GATE WIDTH PER PLAN

3 1/2" OD GATE

POSTS (TYP)

GATE FRAME AS SPECIFIED

(WELDED JOINTS)

STRETCHER BAR BAND,

INSTALL 4" FROM TOP AND

BOTTOM AND AT 12" OC

LATCH ASSEMBLY

WITH PADLOCK

1-1/4" DIA (1-5/8" OD)

HORIZ BRACE RAIL (TYP)

GATE STOP

WITH LIFT ROD

3/4" DIA x 10' LONG COPPER CLAD STEEL GROUNDING ROD

MIN 6" BELOW GRADE (AT EACH GATE POST)

REFER TO ELECTRICAL GROUNDING PLAN, ES113 AND

ELECTRICAL GROUNDING DETAILS, ES504

DOMED POST CAP (TYP)

9 GAUGE 2" x 2" ZINC COATED FABRIC

WITH TWISTED AND BARBED SELVAGE

AT TOP AND BOTTOM (TYP)

CS502

C1

DOUBLE SWING GATE

FINISHED

GRADE TYP

CONCRETE ELECTRICAL

ENCLOSURE WALL

BONDING JUMPER OR GROUND

RING-SEE ELECTRICAL

GROUNDING PLANS

M

I N

FILL GAP WITH

NON-SHRINK GROUT

PVC SLEEVE CAST INTO RETAINING WALL OR

RETAINING BERM (3-1/2" SCH 40 FOR LINE

POSTS; 4" SCH 40 FOR CORNER & GATE POSTS)

8" (TYP)

5/16

DRILL (4) 13/16" DIA HOLES, (TYP)

1/2" PLATE

1'-0"

(TYP)

T

Y P

8" BOLLARD

FINISH GRADE, ASPHALT

CONCRETE PAVEMENT

AGGREGATE BASE (TYP)

1'-6" DIA 3,000 PSI MIN

FORMED CONC BASE

COMPACT EXIST

SUBGRADE

8" DIA NOMINAL GALVANIZED

STEEL PIPE BOLLARD PAINTED

SAFETY YELLOW

3,000 PSI CONC FILL

ROUNDED CONC TOP

M

I N

6" 6"

CS509

A2

3/4"Ø EPOXY ANCHOR

6" MIN. EMBEDMENT (TYP)

ROUNDED CONC TOP

3,000 PSI CONC FILL

CS502

B5

1/2" BASE PLATE

CONCRETE

SUBSTRATE

8" DIA NOMINAL GALVANIZED

STEEL PIPE BOLLARD

PAINTED SAFETY YELLOW

CS502 -

S I T

E

D

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A I L

S

S

H E

12823154

SECTION

A4

SCALE: NOT TO SCALE

CONCRETE FILLED STEEL PIPES

1. PROVIDE A MINIMUM 18" VERTICAL CLEARANCE BETWEEN PIPE

CROSSINGS AND CONDUITS. IF 18" CLEARANCE CANNOT BE MET, A

SADDLE MATERIAL BETWEEN CROSSING PIPES MUST BE PROVIDED.

2. MAINTAIN THE FOLLOWING MINIMUM DEPTH OF COVER FOR EACH

SERVICE:

SERVICE DEPTH OF COVER

STORM DRAIN MINIMUM 4'-0"

FRESH WATER 5'-0"

SEWER MINIMUM 4'-0"

3. FOR ADDITIONAL BEDDING REQUIREMENTS FOR PRE-ENGINEERED

PIPE SEE DRAWING M-501.

COMPACT

SUBGRADE

PIPE DIA

SATISFACTORY SOIL

6" MIN

BASE COURSE

WARNING AND

IDENTIFICATION TAPE INSTALL

12" BELOW FINISH GRADE

PIPE

V A

R I E

S

S

T

E

12" MIN

6" MIN

PIPE DIAMETER + 24", OR 36", WHICHEVER

IS GREATER

3/4" CRUSHED STONE BEDDING

FOR FULL WIDTH OF TRENCH

AND 6" BELOW THE PIPE. USE

SAND BEDDING WITH HDPE

AND PRE-ENGINEERED PIPES.

SAND

BEDDING

B4

SCALE: NOT TO SCALE

PIPE TRENCH

PIPE TRENCH NOTES:

2'

12"

2" MIN. BITUMINOUS CONC

WEARING COURSE (TYPE

12.5MM. MAINE DOT 403.208)

4" MIN. ASPHALT CONCRETE

BINDER COURSE TYPE

19.5MM. MAINE DOT 403.207)

COMPACTED

SUBGRADE OR

TRENCH BACKFILL

6" MIN.

AGGREGATE

BASE (MAINE DOT

TYPE A, CRUSHED

GRAVEL, MAINE

DOT 304.09).

COMPACT TO 95%

OF ASTM D1557.

LIMIT OF FULL DEPTH

PAVEMENT SECTION

EXISTING PAVEMENT

12" MIN. AGGREGATE

SUBBASE (MAINE DOT

TYPE D, SCREENED

GRAVEL (MAINE DOT

304.10). COMPACT TO

95% OF ASTM D1557.

1. PROVIDE AND CONSTRUCT HOT MIX ASPHALT IN ACCORDANCE WITH MAINE

DOT STANDARD SPECIFICATIONS, DIVISION 400 - PAVEMENTS.

2. PROVIDE AND CONSTRUCT SUBBASE AND BASE MATERIALS IN ACCORDANCE

WITH MAINE DOT STANDARD SPECIFICATIONS, DIVISION 300 - BASES.

3. MATERIALS TO COMPLY WITH APPLICABLE SECTIONS OF MAINE DOT

SPECIFICATIONS, DIVISION 700 - MATERIALS.

4. APPLY TACK COAT OF APPROXIMATELY 0.025 GALLONS/CUBIC YARD.

12"

C5

SCALE: NOT TO SCALE

BITUMINOUS CONCRETE PAVEMENT

12"

EXIST. BASE

EXIST. SUBBASE

NOTES:

SAWCUT AND PROVIDE TACK

COAT, MATCH EXISTING

ASPHALT CONCRETE

PAVEMENT ELEVATION.

2" SAWCUT AND

PROVIDE TACK COAT,

MATCH EXISTING

ASPHALT CONCRETE

PAVEMENT

ELEVATION.

CS509

A2

SAWCUT TO

MATCH NEW

BINDER DEPTH

AND PROVIDE

TACK COAT ON

VERTICAL FACE

6" MIN (12" IN

ROCK CUT)

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NAVFAC DRAWING NO.

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E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

CS503 -

S I T

E

D

E T

A I L

S

S

H E

B2

SCALE: NOT TO SCALE

SURVEY MONUMENT

BM-V102

HORIZ VERT

U

P

T . O

V

Y

N A

V

F

D

A

T L A

N

T

G

I

O

N

T

D

I

S

T

U

R

B

S

U

R

V

E

Y

MA

R

K

E

R

PLAN

DRILL 1"

DIA. HOLE

EPOXY GROUT

COUNTERSINK DISK FLUSH

WITH SURFACE

ROCK OR

CONCRETE

SECTION

12823155

ELEVATION

SECTION

NOTE:

2" MAXIMUM GAP BETWEEN BARRIER SECTIONS

3/16

DETAIL

3/16

2.875" OD GALV

POST (TYP)

POST TO PLATE

CONCRETE

B…

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