Revision to Sheet CU103.pdf
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- Solicitation number
- N4008025R9500
About this file
This document is a utility plan (Sheet CU103) for the Aircraft Development and Maintenance Facility at Naval Air Station Patuxent River, part of a FY2024 Military Construction (MILCON) project. The detailed engineering drawing shows a comprehensive utility layout including domestic water lines, sanitary sewer lines, storm drain pipes, underground electric lines, communication lines, and gas lines. The plan includes specific technical details such as pipe diameters (ranging from 2" to 42"), various utility infrastructure components like fire hydrants, water valves, air valves, manholes, and a pre-engineered pump station. The drawing is marked as a 100% Final Submittal and contains controlled unclassified information, with the project located in St. Mary's County, Maryland. The utility plan is part of the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic's project documentation, with the drawing prepared by POND, an engineering firm located in Peachtree Corners, Georgia.
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Text version
CO
D
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C
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SAN
SAN
SAN
SAN
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SD
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6" UNKNOWN TYPE
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6" UNKNOWN TYPE
6" UNKNOWN TYPE
2" HDPE
4" H
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2" H
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18" RCP
10" UNKNOWN TYPE
4" H
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6" HDPE
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G G G G G G G
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6" DOMESTIC
WATER LINE
6" DOMESTIC
WATER LINE
GAS LINE (BY OTHERS)
COMMUNICATION LINE, SEE
TELECOMMUNICATION SERIES
ELECTRIC LINE, SEE
ELECTRICAL SERIES
TRANSFORMER, SEE
ELECTRICAL SERIES
6ELECTRICAL MANHOLE,
SEE ELECTRICAL SERIES
COMMUNICATION MANHOLE, SEE
TELECOMMUNICATION SERIES
6" SANITARY FORCE MAIN
8" SANITARY SEWER
10" X 6" TS&V TIE-IN TO
EXISTING 10" WATERLINE WITH
CONCRETE THRUST COLLAR
(WITHOUT BUTTRESS)
D
D
HGR-MH-1
HGR-MH-11
74' OF 18" STORM @ 0.20%
HGR-IN-6
4" SANITARY SEWER
D
131' OF 42" STORM @
0.36%
76' OF 42" STORM @ 0.37%
10" SANITARY SEWER
PRE-ENGINEERED PUMP STATION
8' DIA., 28'-6" DEEP WITH DUAL
SUBMERSIBLE PUMPS
HGR-MH-10c
D c
D
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HGR-EW-5
97' OF 36" STORM @ 2.58%
HGR-MH-12
93' OF 36" STORM @ 0.32%
HGR-IN-3
0'
OF
" S
TO
RM
0.
HGR-EW-4
200' OF 42" STORM @ 0.37%
4" CLEANOUT
HGR-IN-11
HGR-MH-23
D
D
HGR-IN-12
HGR-IN-14
53' OF 18" STORM @ 0.20%
HGR-MH-19
6' Ø VAULT
N: 225750
E: 1473580
N: 225470
E: 1474130
N: 224980
E: 1473880
ASPHALT
AS
PH
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T
GRASS
12" STORM (TYP.)
6" STORM (TYP.)
ROOF DRAIN (TYP.)
COMMUNICATION LINE, SEE
TELECOMMUNICATION SERIES
HGR-MH-17
LIGHT POLE, SEE
ELECTRICAL SERIES (TYP.)
N: 225391.34 E: 1473463.58
ELECTRIC LINE, SEE
ELECTRICAL SERIES
MOBILE BARRICADE
8" SANITARY SEWER
6 10" SANITARY SEWER
10" SANITARY SEWER
ELECTRICAL AND COMMUNICATION
DUCTBANK, SEE ELECTRICAL AND
TELECOMMUNICATION SERIES
COMMUNICATION MANHOLE, SEE
TELECOMMUNICATION SERIES
N: 225250.25 E: 1473564.89
N: 225370.08 E: 1474035.49
35' OF 18" STORM @ 0.50%
HGR-IN-15D
129' OF 42" STORM @ 0.37%
HGR-MH-26
c
N: 225361.55 E: 1473459.72
N: 225150.02 E: 1473551.50
HGR-MH-24
c c c c c c ccc
SECURE WITH LOCKS AND HASPS OR BY
WELDING THEM SHUT OR BY BOLTING THEM TO
THEIR FRAME, OR BY USING KEYED BOLTS
D
206' OF 21" STORM @ 0.88% 62' OF 21" STORM @ 1.12%
HGR-MH-28
D
D
D
46' OF 21" STORM @ 1.11%
HGR-IN-7
HGR-MH-31
17' OF 18" STORM @ 0.32%
28' OF 24" STORM @ 1.70%
D
116' OF 24" STORM @ 1.70%
HGR-MH-29
HGR-MH-2
HGR-EW-6
SHEET KEYNOTES
1 WATER VALVE (PROVIDED BY ASUS)
FIRE HYDRANT (PROVIDED BY ASUS)
3 AIR VALVE IN MANHOLE
(PROVIDED BY ASUS)
5 SEWER CLEANOUT (PROVIDED BY ASUS)
6 SANITARY SEWER MANHOLE
(PROVIDED BY ASUS)
TAPPING SLEEVE AND VALVE
(PROVIDED BY ASUS)
7 PRE-ENGINEERED PUMP STATION
(PROVIDED BY ASUS)
8 DOGHOUSE MANHOLE
(PROVIDED BY ASUS)
LEGEND
GENERAL NOTES
1. FIELD VERIFY EXISTING UTILITIES AND REPORT DISCREPANCIES TO THE KO
BEFORE START OF CONSTRUCTION. PROTECT EXISTING UTILITIES IN
PLACE.
2. 5' MINIMUM HORIZONTAL CLEARANCE FROM OTHER UTILITIES IS REQUIRED
FOR UNDERGROUND ELECTRIC.
3. SEE SHEET CU111 TO CU119 FOR UTILITY PROFILES.
4. UNDERGROUND ELECTRIC LAYOUT IS SHOWN FOR UTILITY COORDINATION
PURPOSES ONLY. EXACT ALIGNMENT MUST BE COORDINATED DURING
CONSTRUCTION WITH KO WHO WILL COORDINATE WITH SMECO.
DOMESTIC WATER LINE
SANITARY SEWER
SANITARY FORCE MAIN
UNDERGROUND ELECTRIC LINE
OVERHEAD WIRE
COMMUNICATION LINE
GAS LINE
STORM DRAIN PIPE
FIRE HYDRANT
WATER VALVE/POST INDICATOR VALVE
AIR VALVE IN MANHOLE
SANITARY SEWER MANHOLE
PRE-ENGINEERED PUMP STATION
6' Ø VAULT
SANITARY SEWER CLEANOUT
ELECTRIC MANHOLE
COMMUNICATION MANHOLE
LIGHT POLE
STORM MANHOLE
STORM INLET
STORM HEADWALL/ENDWALL
CLEANOUT
POINT OF DEMARCATION
W
S
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CO
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PS
MH
SS
FM
UGE
CU
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SATISFACTORY TO DATE
APPROVED
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A/E INFO
3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092
PLAN
NORTH
ST
. M
AR
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S
CO
UN
TY
, M D
SITE LOCATION
CHRISTINE RUTKOWSKI, PE
PRODUCTION DIRECTOR
APPROVED BY ELAINE DORRANS
VIA SAT-TO FORM SIGNATURE
12/13/2024
PM/CN
HR
TC
SS
60'0' 1"=30'
30'
AS NOTED
DSKKB MJO
GRAPHIC SCALE
KEYPLAN
PLAN
NORTH
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IL
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PL
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CU103
13155832
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MATCHLINE - SEE SHEET CU105
MATCHLINE - SEE SHEET CU101
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/27 /25
KT
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