42250042-42110320_AREA 8&13_WATERLINE_DWGS-BID.pdf
PDF 14 MB Posted
- Attached to
- Area 8 & 13 Waterline Project
- Solicitation number
- 6100066090
- Issued by
- Lehigh County, Pennsylvania
About this file
This document is a set of engineering drawings for the Fort Indiantown Gap (FTIG) Waterline Replacement project in Union Township, Lebanon County, Pennsylvania, involving the Pennsylvania Department of Military and Veterans Affairs under Governor Josh Shapiro and Adjutant General Major General John R. Pippy. The project encompasses waterline replacement work in two areas: Area 8 (Project Number 42250042) and Area 13 (Project Number 42110320). The drawings depict comprehensive water infrastructure improvements including the installation of new 4-inch through 10-inch ductile iron C-class (D.I.C.L.) pipes, replacement of existing cast iron mains, installation of new fire hydrants with associated gate valves and tees, water service laterals with curb stops, and related appurtenances. The 13-sheet drawing set includes cover sheets, notes and tables with lateral schedules, water line key sheets and plan sheets for both areas subdivided into directional quadrants (Northwest, Southwest, Northeast, and Southeast for Area 13; West and East for Area 8), waterline details, restoration details, and erosion and sediment control (E&S) notes and details.
The drawings specify numerous appurtenances and connection requirements, including multiple gate valves in various sizes, tee configurations for main connections, and fire hydrants to be either installed new or removed and replaced. The project involves both new construction and abandonment of existing infrastructure, with specific notation for connections to recently installed systems, removal of existing trees, protection of existing structures, and installation of safety bollards around selected fire hydrants. The documents reference lateral schedules and additional specification sheets (G.2.0) that contain detailed information regarding individual service connections, building connections, and construction sequencing. No pricing information, contract award dates, or response deadlines are included in these technical drawings, which serve as the design basis for the solicitation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Pre-bid map location.pdf | ||
| Bid docs to be returned.pdf | ||
| Wage Rates.pdf | ||
| Administrative Procedures 2023 DMVA.docx | DOCX document | |
| 42250042-42110320_AREA 8&13_WATERLINE_SPECS-BID.pdf | ||
| General Conditions to the Construction Contract DMVA 2024 v6.docx | DOCX document | |
| Notice to Bidders.docx | DOCX document | |
| Request for Information.docx | DOCX document | |
| Instructions to Bidders DMVA - 2024.docx | DOCX document | |
| Addendum #1.docx | DOCX document | |
| 6100066090 Area 8 & 13 Waterline Project BDISBO SDB VBE presentation.pdf |
Show all 11
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Text version
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINE GENERAL SHEETS.DWG
FTIG WATERLINE REPLACEMENT - AREA 8 & 13
FORT INDIANTOWN GAP
UNION TOWNSHIP, LEBANON COUNTY, PA
PROJECT NUMBERS : 42250042 - AREA 8
42110320 - AREA 13
JOSH SHAPIRO, GOVERNOR
MAJOR GENERAL JOHN R. PIPPY, ADJUTANT GENERAL
PROJECT
LOCATION
SCALE: 1"=30 MILES
G.1.0
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SCALE: 1"=2000'
PROJECT
AREA
AREA 13
AREA 8
EXIT 85
SHEET INDEX
SHEET NO. DWG. NO. TITLE
1 G.1.0 COVER SHEET
2 G.2.0 NOTES & TABLES
3 C.1.0 WATER LINE KEY SHEET
4 C.1.1 WATER LINE PLAN SHEET - AREA 13 NW
5 C.1.2 WATER LINE PLAN SHEET - AREA 13 SW
6 C.1.3 WATER LINE PLAN SHEET - AREA 13 NE
7 C.1.4 WATER LINE PLAN SHEET - AREA 13 SE
8 C.1.5 WATER LINE PLAN SHEET - AREA 8 West
9 C.1.6 WATER LINE PLAN SHEET - AREA 8 East
10 C.2.0 WATERLINE DETAILS
11 C.2.1 RESTORATION DETAILS
12 C.3.0 E&S NOTES AND DETAILS
13 C.3.1 E&S NOTES AND DETAILS
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINE GENERAL SHEETS.DWG
G.2.0
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PROJECT NOTES TABLE "A" AREA 13 PROJECT # 42110320
TABLE "B" AREA 8 PROJECT # 42250042
SEE TABLE "A" AND TABLE "B", AND THE NOTES BELOW:
EXISTING SERVICE CONNECTION IS HOW THE WATER
CURRENTLY ENTERS THE BUILDING
PROPOSED (REPLACE) SERVICE LATERAL IS FROM THE
MAIN TO THE CURB STOP (INCLUDING TEE/SADDLE AND
CURB STOP/VALVE BOX)
BID INCLUDES CONNECT TO EXISTING SERVICE
CONNECTION AT NEW CURB STOP
* CURB STOP TO BE 5' OR LESS FROM FACE OF BUILDING
UNLESS OTHERWISE NOTED (-).
BUILDINGS WITHOUT EXISTING OR PROPOSED WATER
LATERAL LISTED (AND NOTED) FOR CLARITY
SERVICE LATERALS,
CURB STOPS,
AND SERVICE CONNECTIONS
SERVICE RD
ASHER M
INER RD
RANGE ROAD
Q U
AR
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M
AST
ST
FISHER AVE
C O
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BL
AI
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JO
HNSO
N TRAIL
RICKARDS RD
FISHER AVE
IL
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CLEMENT AVE
U
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R D
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AV
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LX
S
AV
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W
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SOUTH
WATER TANK
SHOPSFACIL ENGR
MUIR ARMY
AIR FIELD
PA AIR NATIONAL
GUARD HELIPORT
PARADE FIELD
HOSPITAL AREA
LO
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AN
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O
AD
HOSPITAL RD
MACLUSKIE AVE.
FI
SH
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A
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6" W
WEST
WATER TANK
CENTRAL
FIRE
STATION
" W
SC
H
EL
D
A
VE
MAIN GATE
SERVICE RD
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINE KEYSHEET.DWG
C.1.0
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1" = 600'
PLAN
KEYSHEET
C-102
C-103
C-104
C-105 C-106
C-101
N
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H
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H O
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CLEMENT AVE
KLETZLY AVE
GRUBB AVE
H O
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12-90 12-11
12-10 12-9 12-8
13-104 13-103 13-102
13-168 13-101
13-110
13-11213-113 13-11413-115
13-116
13-190
13-176
13-126
13-122
13-160
13-144 13-140 13-128 13-60
13-61 13-129
13-13313-13713-14113-145
13-161
13-4
12-89
TIE TO EX. RECENT
INSTALL 8" GATE VALVE
REMOVE REDUCER
AND TIE INTO EX.
RECENT INSTALL 10"
NEW FIRE HYDRANT AND
REMOVE OLD ONE
N
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" D
.I.
C
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N
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" D
.I.
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NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
N
EW
" D
.I.
C
.L
N
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0"
D .I.
C .L
NEW 10" D.I.C.L.
NEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW FIRE HYDRANT AND
REMOVE OLD ONE
EX. TREE
TO BE REMOVED
CONNECT EX. RECENT
INSTALL SERVICE
LATERAL TO NEW MAIN
CONNECT NEW LATERAL TO EX.
RECENT INSTALL CURB STOP
NEW FIRE HYDRANT
TO BE ABANDONED
AND NOT REPLACED
CAP
CAP
CAPS
CAPSCAPS
CAPS
CAPS
CAPS
CAPS
CAPS
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
THREE 6" GATE VALVES
ONE 6"x6"x6" TEE
FOUR 6" GATE VALVES
TWO 6"x6"x6" TEES
TWO 10" GATE VALVES
ONE 6" GATE VALVE
ONE 10"x10"x6" TEE
TWO 10" GATE VALVES
TWO 6" GATE VALVES
TWO 10"x10"x6" TEE
TWO 10" GATE VALVES
TWO 6" GATE VALVES
TWO 10"x10"x6" TEE
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
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0 50' 100'
SCALE:1"=50'
MATCHLINE: SEE DWG. C.1.2 FOR CONTINUATION
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
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STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
FIRE HYDRANT WITH
VALVE AND TEE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
N
ASPHALT
TREE
WHITAKER AVE
RD
H
EN
R Y
H O
U
ST
O N
A
VE
LY
S
AV
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MACLUSKIE AVE
SC
H
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D
A
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ASHER-MINER RD
HOSPITAL RD
13-162
13-163
13-146
13-152 13-147
13-142
13-143
13-138 13-130
13-131
13-134
13-62
13-63
13-135
13-148
13-153
13-216
TIE INTO EXISTING
8" REDUCER
TIE INTO EXISTING
6" GATE VALVE
TIE INTO EXISTING
8" GATE VALVE
NEW 6" D.I.C.L.
N
EW
" D
.I.
C
.L
NEW FIRE HYDRANT
NEW FIRE HYDRANT
AND REMOVE OLD ONE
CONNECT NEW LATERALS TO EX.
RECENT INSTALL CURB STOPS
NEW FIRE HYDRANT
AND REMOVE OLD ONE
EX. EAST LATERAL
TO BE ABANDONED
REMOVE REDUCER
AND TIE TO NEW 10"
N
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" D
.I.
C
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N
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" D
.I.
C
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NEW 6" D.I.C.L.
N
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0"
D .I.
C .L
NEW 8"
D.I.C.L
FOUR 6" GATE VALVES
TWO 6"x6"x6" TEES
TWO 10" GATE VALVES
TWO 6" GATE VALVES
TWO 10"x10"x6" TEE
CAPS
CAPS
CAPS
CAP CAP
CAP
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
C.1.2
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0 50' 100'
SCALE:1"=50'
M
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MATCHLINE: SEE DWG. C.1.1 FOR CONTINUATION
N
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
ASPHALT
TREE
FIRE HYDRANT WITH
VALVE AND TEE
ST
AT
E
ST
YP
ER
S
AV
E
AR
TI
LL
ER
Y R
D
CLEMENT AVE
TA
YL
O R
A
VE
KLETZLY AVE
GRUBB AVE
-60
3-61
3-4 13-4 13-69
13-70
13-15
13-196 13-11
13-10 13-9
13-1 13-2
13-17 13-1813-19
13-2013-2113-2213-2313-24 13-2513-2613-27
13-64
13-52 13-48
13-42 13-32 13-28
13-49 13-43 13-38 13-29
13-30 13-44
13-50
TIE INTO EXISTING
8" GATE VALVE
N
EW
" D
.I.
C
.L
N
EW
" D
.I.
C
.L
EXISTING
RETAINING WALL
TO REMAIN
UNDISTURBED
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
NEW 6" D.I.C.L.
N
EW
" D
.I.
C
.L
NEW FIRE HYDRANT AND REMOVE
OLD ONE
NEW FIRE HYDRANT AND REMOVE
OLD ONE
NEW FIRE HYDRANT AND REMOVE
OLD ONE - PROTECT WITH BOLLARDS
TO BE ABANDONED
AND NOT REPLACED
EX. WEST LATERAL
TO BE ABANDONEDEX. WEST LATERAL
TO BE ABANDONED
NEW FIRE HYDRANT AND REMOVE
OLD ONE - PROTECT WITH BOLLARDS
TWO CI MAINS - TO BE ABANDONED
AND REPLACED WITH ONE 6" D.I.C.L.
N
EW
" D
.I.
C
.L
NEW 2" PE
NEW 2" PE
N
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" P
E
TO BE ABANDONED
AND NOT REPLACED
TO BE ABANDONED
AND NOT REPLACED
APS
APS
EX. TREE
TO BE REMOVED
THREE 6" GATE VALVES
ONE 6"x6"x6" TEE
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
FOUR 6" GATE VALVES
TWO 6"x6"x6" TEES
CAP
CAPS
CAPS
CAPS
CAPS
CAPS
CAPS
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
C.1.3
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EA
N
E
D . S
TE
R
N
ER
D .S
TE
R
N
ER
AS
N
O
TE
D
K.
L
LO
YD
MATCHLINE: SEE DWG. C.1.4 FOR CONTINUATION
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C .1
.1 F
O R
C O
N
TI
N U
AT
IO
N
N
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
ASPHALT
TREE
TA
YL
O R
A
VE
MACLUSKIE AVE
WHITAKER AVE
YP
ER
S R
D
13-62
13-63
13-217
13-54 13-51
13-50 13-44
13-45 13-39 13-34 13-31
13-30
13-55
13-46
13-47
13-41
13-8 13-65
EXISTING
CER
NEW FIRE HYDRANT AND
REMOVE OLD ONENEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW FIRE HYDRANT AND
REMOVE OLD ONE
N
EW
" D
.I.
C
.L
N
EW
" D
.I.
C
.L
NEW 6" D.I.C.L.
NEW 8" D.I.C.L.
N
EW
" D
.I.
C
.L
W 6" D.I.C.L.
NEW 8"
D.I.C.L
CAPS
NEW 6" D.I.C.L
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
FOUR 6" GATE VALVES
TWO 6"x6"x6" TEES
TWO 8" GATE VALVES
ONE 6" GATE VALVE
ONE 8"x8"x6" TEE
ONE 8" GATE VALVE
ONE 8"x8"x8" TEE
CAPPED IN SOUTH DIRECTION
CAPS
CAPS
CAPS
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
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E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
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D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
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C O
N
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N O
SHEET
IDENTIFICATION
D
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
C.1.4
FT
IG
W
AT
ER
LI
N E
R
EP
LA
C
EM
EN
T
AR
EA
W
AT
ER
L
IN
E
PL
AN
S H
EE
T
- A R
EA
SE
D . S
TE
R
N
ER
D . S
TE
R
N
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AS
N
O
TE
D
K.
L
LO
YD
M
AT
C H
LI
N
E:
S
EE
D
W G
. C .1
.2 F
O R
C O
N
TI
N U
AT
IO
N
0 50' 100'
SCALE:1"=50'
MATCHLINE: SEE DWG. C.1.3 FOR CONTINUATION
N
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
ASPHALT
TREE
8-48
8-47
8-71
8-72
8-66 8-67
8-68 8-63
8-69 8-70
8-80
8-73
8-65
EX
. 1
0" C
.I.
EX
. 6
C.
I.
SERVICE RD
TIE INTO EX. RECENT
INSTALL 10" GATE
VALVE AND REDUCE
TO NEW 8" D.I.
(2) NEW SERVICE
LATERALS WITH
CURB STOPS
NEW FIRE HYDRANT AND
REMOVE OLD ONE
(2) NEW 6" D.I.C.L.
SERVICE LATERALS
WITH CURB STOPS
N
EW
" D
.I.
C
.L
EX
. 1
0" C
.I.
T
O B
E
AB
AN
D
O N
ED
IN
P
LA
C E
NEW 8"D.I.C.L. TIE INTO EX. 8"C.I.
AND INSTALL NEW 8" GATE VALVE
(2) NEW SERVICE
LATERALS WITH CURB
STOPS
NORTH 6" D.I.C.L.
SOUTH 4" D.I.C.L.
CAP EX. 10"
BE
AR
TY
R
D
ENGINEER RD
EX. ABANDONED 6" C.I.
EX. 6" C.I. TO BE ABANDONED
EX. 10" D.I.C.L. RECENT INSTALL
EX. 10" D.I.C.L. RECENT INSTALL
NEW 6" D.I.C.L.NEW 8" D.I.C.L.
N
EW
" D
.I.
C
.L
1"
1"
2"
EX. FIRE HYDRANT TO BE
REMOVED
NEW FIRE HYDRANT AND
REMOVE OLD ONE
CAPPED
EX. 6" C.I. TO BE ABANDONED IN PLACE
EXISTING TREE(S)
TO BE REMOVED
EX. STAIRS NOT
TO BE DISTURBED
(TUNNEL UNDER)
CAP EX. 6"
CAP EX. 2"
THREE 8" GATE VALVES
ONE 8"x8"x8" TEE
ONE 8"X6" REDUCER
TWO 6" GATE VALVES
ONE 2" GATE VALVE
0NE 8"x8"x2" TEE
ONE 8" GATE VALVE
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
N
TR
AC
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N O
SHEET
IDENTIFICATION
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42250042 AREA 8 WATER LINE REPAIR - AREA 8 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 8).DWG
C.1.5
FT
IG
W
AT
ER
LI
N E
R
EP
LA
C
EM
EN
T
AR
EA
W
AT
ER
LI
N E
PL
AN
S H
EE
T
- A R
EA
W
ES
T
D . S
TE
R
N
ER
D . S
TE
R
N
ER
AS
N
O
TE
D
K.
L
LO
YD
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C .1
.6 F
O R
C O
N
TI
N U
AT
IO
N
N
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
FIRE HYDRANT WITH
VALVE AND TEE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
ASPHALT
CONCRETE
8-72
8-73
8-38
8-57 8-56
8-40
8-41
8-39
8-83
8-84
8-??
8-106
EX
. 8
C
.I.
SERVICE RD
EX
.1
0" C
.I.
T
O B
E
AB
AN
D
O N
ED
IN
P
LA
C E
EX
. 8
C
.I.
T
O B
E
AB
AN
D
O N
ED
IN
P
LA
C E
TIE INTO EX. RECENT
INSTALL 6" D.I.C.L.
N
EW
" D
.I.
C
.L
TIE INTO EXISTING
RECENT INSTALL
10" GATE VALVE
NEW 1" SERVICE
LATERAL WITH
CURB STOP
EXISTING SERVICE
LATERAL ABANDON
IN PLACE
ABANDON IN
PLACE
NEW 1" SERVICE
LATERAL WITH
CURB STOP
CAP 6" C.I. PIPE
AND ABANDON IN PLACE
CAP EX. 10"
NEW 10" GATE
VALVE AND TIE TO
EXISTING 10"
BETWEEN TREE
LINE AND ROAD.
CAP
EX. 10" C.I. TO
CEMETERY
NEW FIRE HYDRANT AND
REMOVE OLD ONE
NEW 6" D.I.C.L. ENGINEER RD
W
IL
EY
R
D
EX. 6" C.I. TO BE ABANDONED
CAP
EX. 10" D.I.C.L. RECENT INSTALL
EX. 10" D.I.C.L. RECENT INSTALL
EX. RECENT INSTALL FIRE
HYDRANT TO REMAIN
CAP
N
EW
0"
D .I.
C .L
CAP EX. 10" C.I.
EX
.1
0" C
.I.
T
O B
E
AB
AN
D
O N
ED
IN
P
LA
C E
NEW 1" SERVICE
LATERAL WITH
CURB STOP
NEW 6" D.I.C.L.
NEW FIRE HYDRANT AND
REMOVE OLD ONE
CAP
EX. 6" C.I. TO BE ABANDONED IN PLACE
THREE 6" GATE VALVES
ONE 6"x6"x6" TEE
ONE 6" GATE VALVE
EX. 6" D
.I.C
.L. R
EC
EN
T IN
STALL
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
N
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N O
SHEET
IDENTIFICATION
D
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PR
SHEET OF 19
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42250042 AREA 8 WATER LINE REPAIR - AREA 8 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 8).DWG
C.1.6
FT
IG
W
AT
ER
LI
N E
R
EP
LA
C
EM
EN
T
AR
EA
W
AT
ER
LI
N E
PL
AN
S H
EE
T
- A R
EA
E
AS
T
D . S
TE
R
N
ER
D . S
TE
R
N
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AS
N
O
TE
D
K.
L
LO
YD
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C .1
.5 F
O R
C O
N
TI
N U
AT
IO
N
N
GENERAL CONSTRUCTION NOTES:
1. SEE NOTES SHEET G.2.0.
2. SEE LATERAL SCHEDULE/TABLE SHEET G.2.0.
3. SEE DETAILS SHEETS C.2.0 & C.2.1.
4. SEE E&S SHEETS C.3.0 & C.3.1.
STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
ELECTRIC BOX
SIGN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER
SANITARY SEWER
TELEPHONE MANHOLE
LIGHT POLE
PAVEMENT
MINOR CONTOURS
MAJOR CONTOURS
GAS
WATER
BUILDING
UNDERGROUND ELECTRIC
OVERHEAD UTILITY
UNDERGROUND COMMUNICATION
WATER LINE
FIRE HYDRANT WITH
VALVE AND TEE
WATER GATE VALVE
LEGEND
GRAVEL
WATER CURB STOP
WATER CURB STOP
GENERAL NOTES
ASPHALT
CONCRETE
18"
36"
48"
6"
BOLLARD SECTION
NOT TO SCALE
3,000 PSI
TAPERED 1/2"
CONCRETE
THERMOPLASTIC SLEEVE
6" STEEL PIPE
PLAN VIEW
NOT TO SCALE
3' TYP.
FIRE HYDRANT
BOLLARD DETAIL - TYP
NOT TO SCALE
BOLLARDS (TYP.)
SAFETY YELLOW WITH TWO
REFLECTIVE RED STRIPES
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
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PL
O
T
SC
AL
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PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
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AC
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N O
SHEET
IDENTIFICATION
D
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AP
PR
SHEET OF 13
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
C.2.0
FT
IG
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EP
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C
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EN
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AR
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W
AT
ER
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N E
D
ET
AI
LS
D . S
TE
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N
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D . S
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R
N
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AS
N
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D
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C
IT
AT
IO
N N
O
FI
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N
AM
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D W
N B
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C
KD
B
Y:
D
ES
IG
N
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B
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D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
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N O
SHEET
IDENTIFICATION
D
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AP
PR
SHEET OF 13
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\WATERLINES SHEETS (AREA 13).DWG
C.2.1
FT
IG
W
AT
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LI
N E
R
EP
LA
C
EM
EN
T
AR
EA
R
ES
TO
R
AT
IO
N D
ET
AI
LS
D . S
TE
R
N
ER
D . S
TE
R
N
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AS
N
O
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D
K.
L
C
IT
AT
IO
N N
O
FI
LE
N
AM
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D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
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B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
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TR
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N O
SHEET
IDENTIFICATION
D
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AP
PR
SHEET OF 13
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\E&S PLANS - AREA 13.DWG
C.3.0
FT
IG
W
AT
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C
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EN
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AR
EA
E& S
N O
TE
S
D
ET
AI
LS
D . S
TE
R
N
ER
D . S
TE
R
N
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AS
N
O
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D
K.
L
C
IT
AT
IO
N N
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FI
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N
AM
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D W
N B
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C
KD
B
Y:
D
ES
IG
N
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B
Y:
D
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C R
IP
TI
O N
D
2 3
C
4 5
A
B
R
EV
AP
PR
D
AT
E:
FI
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N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
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PL
O
T D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SHEET OF 13
M
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110320 AREA 13 WATER LINE RELACEMENT - AREA 13 - 2025\03_DWGS (CAD)\DWG_1-GENERAL\E&S PLANS - AREA 13.DWG
C.3.1
FT
IG
W
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LI
N E
R
EP
LA
C
EM
EN
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AR
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E& S
N O
TE
S
D
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AI
LS
D . S
TE
R
N
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D . S
TE
R
N
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AS
N
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D
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PUMPED WATER FILTER BAG
NOT TO SCALE
File details come from the government source that posted it. Updated .