(C) Drawings.pdf
PDF 20 MB Posted
- Attached to
- Repair Water Main Valves/Lines, Southeast Zone
- Solicitation number
- 6062471
About this file
This document appears to be a set of drawings associated with a federal contract opportunity for the repair of water main valves and lines in the southeast zone at Naval Submarine Base New London in Groton, CT. The related federal contract opportunity is a solicitation for this project, which is limited solely to the 7 contractors under MACC ML-C00068. The scope of work includes the removal and replacement of 38 water valves and associated piping on the underground fire and potable water distribution system in seventeen locations. This is a project for the Department of the Navy Naval Facilities Engineering Command. No other offers will be accepted beyond the 7 MACC contractors.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment 00001.pdf | ||
| (M) FAR 52.204-24.pdf | ||
| (K) RFI Form.pdf | ||
| (O) Sales Tax Exemption Form 2016-R-0149.pdf | ||
| (J) Map to B135.pdf | ||
| (H) General Requirements.pdf | ||
| (B) Specifications.pdf | ||
| (D) SUBMITTAL REGISTER.pdf | ||
| (F) PRICE PROPOSAL FORM.docx | DOCX document | |
| (E) NEPA.pdf | ||
| (N) Guide to Taxes.pdf | ||
| (A) MACC RFP.pdf | ||
| (G) Wage Determination.pdf | ||
| (P) CERT-141.pdf | ||
| (I) Base Map.pdf | ||
| (L) ECMS.pdf |
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Text version
SHEET
12908638
DWG.NO.
NAVFAC
G-001
DWG.NO
COVER SHEET, INDEX & LEGEND
TITLE
CIVIL BASE BID PACKAGE
C-100A BASE BID - WATER VALVES LOCATION PLANS 1 & 2 12908641
582A
29CG2
515B
88A
29CG1
A
B571
C
616A
P31GARD
B
587A
1B1A
582C
582B
569A
574ARMS
SCADA
Pier 15
Pier 17
Pier 2
C571
Crystal Lake Rd
Harder Ave
Th re sh er
A ve
Thresher Ave
Corsair Ave
Corsair Ave
Corsair Ave
Shark Blvd
Grayling Ave
Tang Ave
Tautag Ave
Tautog Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Corsair Ave
Shark Blvd
Tang Ave
Tang Ave
Gole t A ve
Grayling Ave
Grayback Ave
Rasher Ave
Tautog Ave
Rasher A ve
Scorpion Ave
Shark Blvd
Th re sh er
A ve
R asher Ave
Trout Ave
Thresher Ave
Tang Ave
Tang Ave
Grayling Ave
Shark Blvd
Grayback Ave
Grayling Ave
Shark Blvd
Trigger Ave
Shark Blvd
Tautog Ave
Trigger Ave
Grayback Ave
G rayling Ave
Trigger Ave
Trigger Ave
G rayling Ave
M ilit ar y
H w y
Thresher Ave
Shark Blvd
Cavalla Ct
Cavalla Ct
Cavalla Ct
C av al la
C t
Triton Ave
Sh ar k Bl vd
Tautog Ave
Corsair Ave
Corsair Ave
C orsair Ave
Corsa ir A ve
Corsa ir A ve
Corsair Ave
Conger Ave
Darby Rd
UNNAMED ROAD
UNNAMED ROAD
Tautog Ave
Ke te
A ve
Ke te
A ve
Grunnion Ave
Albacore Rd
Amberjack Rd
Am berjack R d
Am berjack Rd
Am berjack Rd
Co rv in a
Rd
Corvina Rd
Am berjack Rd
Albacore Rd
Barbel Rd
Am berjack R d
Drum Ave
Seawolf Ave
Scam p Ave
Corsair Ave
Runner Ave
Runner Ave
Run ne r A ve
Argonaut Rd
Ar go na ut
R d
Shark Blvd
Cisco Rd
Albacore R d
Barbel Rd
Flasher Ave
Scorpion Ave
Sc or pi on
A ve
Tautog Ave
Sc or pio n A ve
Trigger Ave
Bluefish Rd
Tang Ave
Wahoo Ave
Tautog Ave
Tautog Ave
Tautog Ave
Trigger Ave
Trigger Ave
Dorado Rd
Al ba co re
R d
Am berjack Rd
Dorado Rd
Am berjack R d
Amberjack Rd
UNNAMED ROAD
Shark Blvd
Tang Ave
Shark Blvd
Shark Blvd
Shark Blvd
Corsair Ave
29PWPP
UTLB
393RAMP
460B
478A
482A
200867
549-OWS
587B
D32PAVE
29A-1
RT6
WRPGR3
135A
557A x
607A
574-OWS
29CP
PS574
PS571
FUEL CELL PLANT MMH-
FUEL CELL PLANT MMH-
12908639 G-002A BASE BID - LOCATION MAP & GENERAL NOTES2 OF 14
5 OF 14C-101A BASE BID - WATER VALVES LOCATION PLANS 3 & 412908642
6 OF 14C-102A BASE BID - WATER VALVES LOCATION PLANS 5 & 612908643
8 OF 14C-104A BASE BID - WATER VALVES LOACTION PLANS 9 & 1012908645
9 OF 14C-105A BASE BID - WATER VALVES LOCATION PLAN 1112908646
7 OF 14C-103A BASE BID - WATER VALVES LOCATION PLANS 7 & 812908644
10 OF 14C-100B OPTION 1- WATER VALVES LOCATION PLANS 12 & 13 12908647
11 OF 14C-101B OPTION 1- WATER VALVES LOCATION PLANS 14 & 15 12908648
12 OF 14C-102B OPTION 1- WATER VALVES LOCATION PLANS 16 & 17 12908649
13 OF 14C-500 WATER VALVE DETAILS12908650
12908640 G-002B OPTION 1 - LOCATION MAP & GENERAL NOTES3 OF 14
14 OF 14C-501 CURB AND PAVING DETAILS12908651
NA
VA
L
FA
CI
LI
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NG
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-A
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L S
TA
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NO
RF
OL
K, V
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GI
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A
NA
VA
L
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BM
AR
IN
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BA
SE
N
EW
L O
ND
O
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RO
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N, C
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PA
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W
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M
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LV
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ZO
NE
FINAL
5/03/24
SM
1664988
G-001
SD
ABBREVIATIONS
BCLC BIT CONCRETE LIP CURB
BIT BITUMINOUS
CORP CORPORATION
CONC CONCRETE
EXIST EXISTING
MIN MINIMUM
NO. NUMBER
N.T.S. NOT TO SCALE
PARA PARAGRAPH
PAVT PAVEMENT
R RADIUS
SECT SECTION
SPEC SPECIFICATION
TH THICK
TYP TYPICAL
W/ WITH
WWF WELDED WIRE FABRIC
LEGEND SYMBOL
WATER VALVES
M WATER METER
FIRE HYDRANTF
582A
515B
B571
616A
587A
582C
582B
569A
Crystal Lake Rd
Shark Blvd
Grayling Ave
Tang Ave
Tautag Ave
Tautog Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Shark Blvd
Tang Ave
Tang Ave
Grayling Ave
Grayback Ave
Rasher Ave
Tautog Ave
R asher Ave
Tang Ave
Tang Ave
Grayling Ave
Grayling Ave
Trigger Ave
Tautog Ave
Trigger Ave
Grayback Ave
M ilit ar y
H w y
Trigger Ave
Tang Ave
Tautog Ave
Trigger Ave
Trigger Ave
Tang Ave
482A
549-OWS
587B
D32PAVE
WRPGR3
135A
PS571
Thre sh er Ave
Tautog Ave
Crystal Lake Rd.
Sc ul pi n
Av e
Sc or pio n A ve
Bluefish Rd
ST
AT
E
HW
Y
RT
E
Mi lita ry Hw y
Scorpion Ave
Corsair Ave
Harder Ave
Thresher Ave
Grayling Ave
Shark Blvd
Tang Ave
Shark Blvd
Tang Ave
Grayback Ave
Tautog Ave
Rasher Ave Tautog Ave
Trigger Ave
Grayback Ave
Shark Blvd
Grayling Ave
Scamp Ave
Corsair Ave
Tautag Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Th re sh er
A ve
Corsair Ave
Cavalla Ct
Cavalla Ct
Sh ar k B lvd
Tautog Ave
Tautog Ave
Tautog Ave
Darby Rd
Corvina Rd
Albacore Rd
Barbel Rd
Amberjack Rd
Amberjack Rd
Dorado Rd
Flasher Ave
Grunnion Ave
Amberjack Rd
Co rvi na R d
Tang Ave
Shark Blvd
Trigger Ave
Crystal Lake Rd
Tang Ave
Shark Blvd
Shark Blvd
Runner Ave
Runner Ave
Argonaut Rd
Shark Blvd
Barbel Rd
Corsair Ave
Trigger Ave
Tang Ave
Th re sh er
A ve
Ca va lla C t
Tautog Ave
Grayling Ave
Grayling Ave
Grayback A ve
Shark Blvd
Trigger Ave
Gole t A ve
Grayling Ave
Drum Ave Conger Ave
Tautog Ave
Rasher Ave
Tautog Ave
Shark Blvd
Thresher Ave
Amberjack Rd
Amberjack Rd
Shark Blvd
Trigger Ave
NORTH LAKE
GENERAL SHEET NOTES
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
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NO
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HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
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BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
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RO
TO
N, C
T
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PA
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W
AT
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M
AI
N
VA
LV
ES
L
IN
ES
S
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ZO
NE
FINAL
05/03/24
SM
1664988
G-002A
SD
BASE BID
WORK AREA 1
NEAR GATE 7
BASE BID
WORK AREA 3
NEAR OT-12
BASE BID
WORK AREA 4
INTERSECTION
TAUTOG & RASHER
AVE.
BASE BID
WORK AREA 2
NEAR B582
BASE BID
WORK AREA 5 & 6
INTERSECTION
TAUTOG & THRESHER
AVE
BASE BID
WORK AREA 11
STURGEON AVE
WORK AREA 8
GRAYBACK AVE
BY HYDRANT 5-12
BASE BID
WORK AREA 7
BETWEEN B408 & B410
BASE BID
WORK AREA 10
NORTH OF B408
CLUSTER OF 5 VALVSE
BASE BID
WORK AREA 9
BETWEEN B433 & B33
KEYPLAN
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18" 8" = 21.5" 12"= 28.62"
582A
515B
B571
616A
587A
582C
582B
569A
Crystal Lake Rd
Shark Blvd
Grayling Ave
Tang Ave
Tautag Ave
Tautog Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Shark Blvd
Tang Ave
Tang Ave
Grayling Ave
Grayback Ave
Rasher Ave
Tautog Ave
R asher Ave
Tang Ave
Grayling Ave
Grayling Ave
Trigger Ave
Trigger Ave
Grayback Ave
M ilit ar y
H w y
Trigger Ave
Tang Ave
Tautog Ave
Trigger Ave
Trigger Ave
Tang Ave
482A
549-OWS
587B
D32PAVE
WRPGR3
135A
PS571
Thre sh er Ave
Tautog Ave
Crystal Lake Rd.
Sc ul pi n
Av e
Tautog Ave
Sc or pio n A ve
Bluefish Rd
ST
AT
E
HW
Y
RT
E
Mi lita ry Hw y
Scorpion Ave
Corsair Ave
Harder Ave
Thresher Ave
Grayling Ave
Shark Blvd
Tang Ave
Shark Blvd
Tang Ave
Grayback Ave
Tautog Ave
Rasher Ave Tautog Ave
Trigger Ave
Grayback Ave
Shark Blvd
Grayling Ave
Scamp Ave
Corsair Ave
Tautag Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Th re sh er
A ve
Corsair Ave
Cavalla Ct
Cavalla Ct
Sh ar k B lvd
Tautog Ave
Tautog Ave
Tautog Ave
Darby Rd
Corvina Rd
Albacore Rd
Barbel Rd
Amberjack Rd
Amberjack Rd
Dorado Rd
Flasher Ave
Grunnion Ave
Amberjack Rd
Co rvi na R d
Tang Ave
Shark Blvd
Trigger Ave
Crystal Lake Rd
Tang Ave
Shark Blvd
Shark Blvd
Runner Ave
Runner Ave
Argonaut Rd
Shark Blvd
Barbel Rd
Corsair Ave
Trigger Ave
Tang Ave
Th re sh er
A ve
Ca va lla C t
Tautog Ave
Grayling Ave
Grayling Ave
Grayback A ve
Shark Blvd
Trigger Ave
Gole t A ve
Grayling Ave
Drum Ave Conger Ave
Tautog Ave
Rasher Ave
Tautog Ave
Shark Blvd
Thresher Ave
Amberjack Rd
Amberjack Rd
Shark Blvd
Trigger Ave
NORTH LAKE
GENERAL SHEET NOTES
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
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M
ID
-A
TL
AN
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NO
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HE
AS
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TA
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ON
NO
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OL
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GI
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BM
AR
IN
E
BA
SE
N
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L O
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O
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RO
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W
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FINAL
05/03/24
SM
1664988
G-002B
SD
OPTION 1
WORK AREA 12
NEAR B461
OPTION 1
WORK AREA 13
NEAR B429
OPTION 1
WORK AREA 16
NE OF B408
OPTION 1
WORK AREA 17
SOUTH OF B433
OPTION 1
WORK AREA 14
SOUTH B430
OPTION - 1
WORK AREA 15
INTERSECTION
OF RASHER AND
TATUGO AVE.
KEYPLAN
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
N
Data LDEO-Columbia, NSF, NOAA
Tautog Ave
Grayback Ave
Tang Ave
Crystal Lake Rd
Tang Ave
Rasher Ave
GENERAL SHEET NOTES
KEYPLAN
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
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LV
ES
L
IN
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S
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ZO
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FINAL
05/03/24
SM
1664988
C-100A
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
1 N.TS.
BASE BID - GATE 7
2 N.T.S.
BASE BID - NORTH OF B582 1
GENERAL SHEET NOTES
4 - VALVE REPLACEMENTS
SIZE DEPTH
1) 12" VALVE 2'- 0"
2) 12" VALVE 2'- 0"
3) 8" VALVE 2'- 0"
4) 12" VALVE 2'- 0"
2 - VALVE REPLACEMENTS
SIZE DEPTH
1) 8" VALVE 6'- 8"
2) 8" VALVE 6'- 8"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18" 8" = 21.5" 12"= 28.62"
TWO VALVES
TO BE REPLACED
TWO VALVES (THIS LOCATION)
Data LDEO-Columbia, NSF, NOAA
Data SIO, NOAA, U.S. Navy, NGA, GEBCO Data LDEO-Columbia, NSF, NOAA ata SIO, NOAA, U.S. Navy, NGA, GEBCO
Tautog Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Tang Ave
Tang Ave
Rasher Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-101A
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
3 N.T.S.
BASE BID - TAUTOG AVE & TANG AVE BY OT-12
4 N.T.S.
BASE BID - INTERSECTION TAUTOG AVE. & RASHER AVE.
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
2 - VALVE REPLACEMENTS
SIZE DEPTH
1) 8" VALVE 3'- 5"
2 - VALVE REPLACEMENTS
SIZE DEPTH
1) 8" VALVE 9'- 2"
2) 12" VALVE 5'- 6"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
Image Landsat / Copernicus
N
Tang Ave
Tautog Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Gudgeon Ave
Tautog Ave
Trigger Ave
Rasher Ave
Tautog Ave
Trigger Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-102A
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
5 N.T.S.
BASE BID - HARDER AVE.
6 N.T.S.
BASE BID - INTERSECTION 0F TAUTOG, HARDER & THRESHER AVENUES
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
HARDER AVE.
THRESHER AVE.
TAUTOG AVE.
2 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 8" VALVE 6'- 8"
2) 8" VALVE 6'- 8"
3 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 8" VALVE 3'- 1"
2) 8" VALVE 3'- 1"
3) 8" VALVE 5'- 6"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
N➤
Image Landsat / Copernicus
Tautog Ave
Rasher Ave Tautog Ave
Grayback Ave
Tang Ave
Crystal Lake Rd
Tang Ave
Trigger Ave
Rasher Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-103A
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
7 ViewportScale
BASE BID - TANG AVE. BETWEEN 408 & 410
8 N.T.S.
BASE BID - GRAYBACK AVE. BY HYDRANT
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
3 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 6" VALVE 7'- 11"
2) 8" VALVE 7'- 11"
3) 8" VALVE 9'- 0"
1 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 6" VALVE 3'-0
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
Image Landsat / Copernicus
N
Image Landsat / Copernicus
Tang Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Tang Ave
Trigger Ave
Rasher Ave
Trigger Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-104A
SD
9 N.T.S.
BASE BID - BETWEEN B408 AND B33
10 N.T.S.
BASE BID - NORTH OF B408
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
2 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 6" VALVE 3'- 0"
2) 6" VALVE 4'- 0"
5 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 12" VALVE 2'- 0"
2) 12" VALVE 2'- 0"
3) 6" VALVE 2'- 0"
4) 6" VALVE 2'- 0"
5) 2-1/2" VALVE 3'- 0"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
Tang Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Gudgeon Ave
Tautog Ave
Trigger Ave
Trigger Ave
Rasher Ave
Tautog Ave
Trigger Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-105A
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
11 N.T.S.
BETWEEN B493 & B33
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
2 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 6" VALVE 3'- 8"
2) 6" VALVE 3'- 5"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
N➤
Tautog Ave
Grayback Ave
Tang Ave
Crystal Lake Rd
Tang Ave
Rasher Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-100B
SD
12 N.T.S.
OPTION 1- NEAR B461
13 N.T.S.
OPTION 1 - SOUTH 0F B429
KEYPLAN
GENERAL SHEET NOTESGENERAL SHEET NOTES
3 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 8" VALVE 5'- 0"
2) 4" VALVE 5'- 5"
3) 1-1/2" VALVE 3'- 6"
2 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 4" VALVE 2'- 0"
2) 6" VALVE 1'- 6"
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18" 8" = 21.5"
Tautog Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Tang Ave
Trigger Ave
Rasher Ave
Tautog Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
5/03/24
SM
1664988
C-101B
SD
15 N.T.S.
OPTION 1 - INTS. OF TAUTOG AND RASHER AVE.
14 N.T.S.
OPTION 1 - SOUTH OF B430
KEYPLAN
2 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 4" VALVE 3'- 6"
1 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 8" VALVE 5'- 5"
GENERAL SHEET NOTESGENERAL SHEET NOTES
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18"
Tang Ave
Grayback Ave
Tautog Ave
Rasher Ave Tautog Ave
Grayback Ave
Tautag Ave
Growler Ave
Gudgeon Ave
Gudgeon Ave
Th re sh er
A ve
Tautog Ave
Trigger Ave
Tang Ave
Tang Ave
Grayling Ave
Trigger Ave
Rasher Ave
Tautog Ave
Trigger Ave
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
5/03/24
SM
1664988
C-102B
SD
17 N.T.S.
OPTION 1 - N.E, SIDE OF B408
16 N.T.S.
OPTION 1 - SOUTH OF B433
KEYPLAN
1 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 4" VALVE 5'- 8"
1 - VALVE REPLACEMENTS
VALVE SIZE DEPTH
1) 6" VALVE 4'- 10"
GENERAL SHEET NOTESGENERAL SHEET NOTES
1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF WATER
VALVES, HYDRANTS, SERVICE CONNECTIONS AND ASSOCIATED WORK
AT SELECTED SITE LOCATIONS AT THE UPPER AND LOWER NSUB AND
OFF-BASE HOUSING.
2. LOCATION OF UTILITIES IS APPROXIMATE BASED UPON AVAILABLE
MAPPING INFORMATION. CONTRACTOR TO VERIFY UTILITY
CROSSINGS AND REMEDY ANY CONFLICTS AS PART OF THIS PROJECT.
SEE SPEC SECT 01110, PARA 1.7; SPEC SECT 02302, PARA 1.6, 1.7
3. PRIOR TO CONSTRUCTION, NOTIFY "CALL BEFORE YOU DIG" AT
1-800-922-4455. SEE SPEC SECT 01110, PARA 1.7.1.
4. PROVIDE ADEQUATE SHEETING, SHORING, BRACING TO EXCAVATION
WALLS, EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED, NEW
STRUCTURES TO BE INSTALLED AND UTILITIES ADJACENT TO
EXCAVATIONS TO PREVENT SETTLEMENTS DURING CONSTRUCTION.
SEE SPEC SECT 02115, PARA 1.3.1.2 AND SPEC SECT 02302, PARA 1.3.1.1
5. CARE SHOULD BE TAKEN TO RESTORE CONSTRUCTION SITES TO
ORIGINAL CONDITION AS MUCH AS POSSIBLE. SEE SPEC SECT 01770,
PARA 1.5
6. MINIMIZE TO THE EXTENT POSSIBLE, ANY DISRUPTIONS TO BUILDING
OCCUPANTS, INGRESS AND EGRESS AND AREA TRAFFIC. SEE SPEC
SECT 01110, PARA 1.5.8.1
7. THE CONTRACTOR SHALL PROTECT CONSTRUCTION SITES FROM
GENERAL PEDESTRIAN AND VEHICULAR TRAFFIC WITH SUITABLE AND
APPROVED SECURITY FENCES AND TRAFFIC BARRIERS DURING
CONSTRUCTION ACTIVITY. SEE SPEC SECT 01110, PARA 1.5.8.1.
8. CONTRACTOR TO PROVIDE AN APPROVED DEWATERING PLAN PRIOR
TO START. SEE SPEC SECT 01570, PARA 3.3.3.2
9. CONTRACTOR SHALL SCHEDULE EQUIPMENT, MATERIAL DELIVERY
AND EFFORTS TO START AND COMPLETE EACH SITE ACTIVITY DURING
THE NORMAL WORKING DAY TO PREVENT ANY EXCAVATION TO BE
OPEN AFTER NORMAL WORKING HOURS AND WEEKENDS.
EXCAVATIONS LEFT OPEN SHALL ONLY OCCUR WITH PRIOR APPROVAL
FROM THE CONTRACTING OFFICER AND AT A MINIMUM, BE ENCLOSED
WITH AN APPROVED TEMPORARY CHAIN LINK BARRIER AND LIGHT
FLASHERS.
10. ANY ITEMS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE
CAREFULLY REMOVED, REINSTALLED OR REPLACED AS APPROVED BY
THE CONSTRACTING OFFICER.
11. THE DEPTH OF PIPE IS BELOW CAPSCREW AS SHOWN.
VALVE SIZE DEPTH
6" = 18" 8" = 21.5" 12"= 28.62"
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-500
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
1 2
C
A
E
A-A
EXISTING GRADE
VALVE BOX
VALVE COVER
VALVE BOX AND COVER
REMOVE AND REPLACE
HS- 20-44 LOADING
VALVE BOX EXTENSION
REMOVE AND REPLACE
GATE VALVE
REMOVE AND REPLACE
EXISTING
WATER MAIN
CONCRETE PAD
2' X 2' `BASE
UNBOLT FLANGES REMOVE
VALVE, VALVE BOX AND EXTENSION
REMOVE, REPLACE GASKETS
INSTALL NEW VALVE,
VALVE BOX AND EXTENSION
REPLACE FLANGE BOLTS
.STITEM NO.
CAP SCREW
WRENCH NUT
STUFFING BOX
WIPER RING
ANTI-FRICTION WASHER
STUFFING BOX O-RING
BONNET
STEM O-RING
STEM
BONNET O-RING
BODY HM ENDS
STEM NUT
ENCAPSULATED DISC
DISC CASTING
GUIDE CAP
STUFFING BOX NUTS
STUFFING BOX BOLTS
BONNET BOLTS
BONNET NUTS
BODY HY X FL ENDS
HY MAX GRIP RESTRANT
"M"
"M"
316 STAINLESS STEEL
DUCTILE IRON
DUCTILE IRON
THEMOPLASTIC
POLYURETHANE
ACETAL
NITRILE RUBBER
NITRILE RUBBER
BRONZE
DUCTILE IRON
BRONZE
DUCTILE IRON
ACETAL
316 STAINLESS STEEL
316 STAINLESS STEEL
316 STAINLESS STEEL
DUCTILE IRON
SEE PRODUCT SPEC
F593
A536
A536 D412/D624 D2240/D792
D2000
316 STAINLESS STEEL
D2000
A536
D2000
D2000
F594
F593
F593
F594
A536
B584
GROUP 2 - CW
GROUP 2- CW
GROUP 2-CW
GROUP 2-CW
SEE NOTE
R34
SEE NOTE
R34
A536
A536
DESCRIPTION B. QTY. MATERIAL ASTM NOTES
GROUP 2-CW
HY-52D
R34
DUCTILE IRON
NITRILE RUBBER
A B C E Ø D F H L M N O P Q HM X FL
14.19 14.11 10.79 8.7 4.30 4.82 10.6 3.1 4 14 95 11.59 9.00 1.00 7.50 8--0.75 11 90
TURNS to
OPEN
WEIGHT
HM X HM
18.00 14.91 13.5 10.9 6.30 6.03 12.9 3.1 6 20.5 150 12.72 11.25 1.13 9.50 8--0.88 13 147
21.50 18.74 16.36 13.8 8.30 7.33 15.7 3.5 6 26.5 244 15.13 13.50 1.15 11.75 8--0.88 14 223
25.05 20.14 20 16.2 10.30 8.62 18.2 3.6 8 33 342 16.63 16.00 1.29 14.25 12--1.00 16 319
28.62 20.03 21 17.4 12.30 9.59 19.8 3.6 8 38.5 400 17.05 19.00 1.33 17.00 12--1.00 16 419
1'
5' to 10' 5' to 10'
DE
PT
H
VA
RI
ES
MAY VARY DEPENDING
ON THE NUMBER OF VALVES
BEING REPLACED AND
LENGTH OF PIPE BEING
REPLACED.
H
D
COUPLING
PIPIE COUPLING
B
SCALE:D2 WATER VALVE W/ JOINT ENDS
N.T.S. C-501SCALE:N.T.S.
SECTION A-A
C-501 SCALE:D3 JOINT END
N.T.S. C-501
VALVE
SIZE
SCALE:A2 WATER VALVE DETAIL
N.T.S. C-501
SCALE:A4 PIPE JOINING COUPLING
N.T.S. C-501
VALVE BOX AND EXTENSION
SIDE VIEW
EXTENSION
PIPE
BRONZE STEM OPTION:
1. MANGANESE - ASTM
B138 * ALLOY C67600
2. EVEDUR- ASTM B98
*ALLOY C66100
ALLOY C89833 OR C87850, NSF RUBBER ENCAPSULATED
DUCTILE IRON DISC - DUCTILE
IRON - ASTM A536
RUBBER OPTIONS
1. SBR - ASTM D2000
2. EPDM - ASTM D2000
(THRU Ø)
Ø J
(BOLT CIRCLE Ø)
Ø R
PA
YM
EN
T
LIM
IT
PA
YM
EN
T
LIM
IT
A-A
XXX XXXXXXXX
MA
Y
VA
RY
4"
6"
CONCRETE
MATCH EXISTING
ELEVATION
FINISH GRADE
BASE OR SUBCOARSE
2" R
FINISH GRADE
6"
SUBGRADE
SEE PAVING DETAIL
(THIS SHEET)
PROCESS GRAVEL BASE
BASE GRADE
FINISH GRADE
SCALE:C1 CURB DETAIL
N.T.S. C-501 SCALE:C3 PAVING DETAIL
N.T.S. C-501
2 1 2" 2 1 2"
TRENCH WIDTH
SUBGRADE
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
NO
RT
HE
AS
T
IP
T
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
T
RE
PA
IR
W
AT
ER
M
AI
N
VA
LV
ES
L
IN
ES
S
E
ZO
NE
FINAL
05/03/24
SM
1664988
C-501
SD
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SAWCUT
SCALE:B1 CONCRETE SIDEWALK REPLACEMENT DETAIL
N.T.S. C-501
6X6X10/10 WWF
5" CONC. WALKEXISTING WALKWAY
8" SELECT FILL
TRENCH WIDTH1'-0" 1'-0"
PAYMENT LIMIT IS TRENCH
LIMIT PLUS 1'-0"
SLOPE 1/4"/FT.
| Sheets and Views |
| 1664988 G-001-G-001 COVER SHEET |
| 1664988 G-002A-BASE BID LOCATION MAP |
| 1664988 G-002B-OPTION 1 - LOCATION MAP |
| 1664988 C-100A-BASE BID-WATER VALVES LOCATION PLANS 1 & 2 |
| 1664988 C-101A-BASE BID-WATER VALVES LOCATION PLANS 3 & 4 |
| 1664988 C-102A-BASE BID-WATER VALVES LOCATION PLANS 5 & 6 |
| 1664988 C-103A-BASE BID-WATER VALVES LOCATION PLANS 7 & 8 |
| 1664988 C-104A-BASE BID-WATER VALVES LOCATION PLANS 9 & 10 |
| 1664988 C-105A-BASE BID-WATER VALVES LOCATION PLANS 11 |
| 1664988 C-100B-OPTION 1-WATER VALVES LOCATION PLANS 12&13 |
| 1664988 C-101B-OPTION 1-WATER VALVES LOCATION PLANS 14 & 15 |
| 1664988 C-102B-OPTION 1-WATER VALVES LOCATION PLANS 16 & 17 |
| 1664988 C-500-VAVLE DETAILS |
| 1664988-C-501-CURB, SIDEWALK & PAVING DETAIL |
| 2024-05-16T13:39:55-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:41-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:41-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:42-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:42-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:43-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:43-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:44-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:44-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:46-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:46-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:47-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:48-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
| 2024-05-16T13:40:49-0400 | |
| MIDLANT SUBASE NLON, Groton, CT | |
| Andrew Orr | |
| I, Andrew Orr, am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .