42110341_Replace Water DistroSystem-FIG_DWGS.pdf
PDF 18 MB Posted
- Attached to
- Replace Water Distribution System
- Solicitation number
- 6100061255
- Issued by
- Lebanon County, Pennsylvania
About this file
This document is related to a state and local contract opportunity for the replacement of a water distribution system in Fort Indiantown Gap, Pennsylvania. The project, overseen by the Pennsylvania Department of Military and Veterans Affairs, involves the installation of approximately 11,283 linear feet of new 10-inch and 6-inch water main, fire hydrants, valves, and tie-ins. The estimated cost range for the general construction work is $1,500,001.00 to $2,000,000.00, with liquidated damages set at $500.00 per day. A mandatory pre-bid conference is scheduled for June 6, 2024, at 11:00 AM, and bids are due by 2:00 PM on June 26, 2024. Bids will only be accepted electronically through the Pennsylvania Supplier Portal.
The contract opportunity is open to all qualified bidders, with no specific set-aside requirements mentioned. Questions regarding the project are due by 4:30 PM EST on June 14, 2024. Funding for the project is not explicitly stated, but it is a standard low-bid project, indicating the use of public funds.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| FTIG Map 2017.pdf | ||
| Pages from 42110341_Replace Water DistroSystem-FIG_DWGS_Descoped Work as of 03JUL24.pdf | ||
| Pre-bid sign in.pdf | ||
| 42110341_Replace Water DistroSystem-FIG_SPECS.pdf | ||
| Attachment_03_FTIG_Traffic_Route.pdf | ||
| Wage Rates.pdf | ||
| Addendum #2.docx | DOCX document | |
| Addendum #5.docx | DOCX document | |
| C-306-(A) - 6-20-24.pdf | ||
| GP Permit SIte Plan-Vesle Run.pdf | ||
| Administrative Procedures 2023 DMVA.docx | DOCX document | |
| Instructions to Bidders 2023 DMVA.doc | DOC document | |
| Addendum #1.docx | DOCX document | |
| Addendum #4.docx | DOCX document | |
| Bid docs to be returned.pdf | ||
| General Conditions to the Construction Contract DMVA 2023 v5.docx | DOCX document | |
| Notice to Bidders.docx | DOCX document | |
| 42110341 FTIG Water Distribution Replacement_RFI_Log 21JUN24.pdf | ||
| 42110341 FTIG Water Distribution Replacement_RFI_Log as of 03JUL24.pdf | ||
| Addendum #3.docx | DOCX document | |
| Additional Standard Notes G-002 21JUN24.pdf |
Show all 21
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Text version
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINE SHEET INDEX.DWG
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POTABLE WATER DISTRIBUTION LINE
FORT INDIANTOWN GAP PENNSYLVANIA
PROJECT NUMBER : 42110341
PROJECT
LOCATION
SCALE: 1"=30 MILES
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PROJECT
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SCALE:1"=2000'
0 2000' 4000'
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
LOCATION MAP
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINE SHEET INDEX.DWG
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STORM DRAIN
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
FENCE
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SIGN
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STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
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SANITARY SEWER
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GUARD RAIL
LIGHT POLE
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MINOR CONTOURS
MAJOR CONTOURS
GAS
SHEET INDEX
SHEET NO. DWG. NO. TITLE
1 G-001 COVER SHEET
2 G-002 SHEET INDEX, LEGEND AND GENERAL NOTES
3 C-100 WATER LINE KEY SHEET
4 C-101 WATER LINE PLAN SHEET
5 C-102 WATER LINE PLAN SHEET
6 C-103 WATER LINE PLAN SHEET
7 C-104 WATER LINE PLAN SHEET
8 C-105 WATER LINE PLAN SHEET
9 C-106 WATER LINE PLAN SHEET
10 C-200 ROAD RESTORATION DETAILS
11 C-201 WATER LINE DETAILS
12 C-301 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
13 C-302 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
14 C-303 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
15 C-304 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
16 C-305 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
17 C-306 WATER LINE E&S PLAN/SITE RESTORATION PLAN SHEET
18 C-307 E&S NOTES AND DETAIL
19 C-308 E&S NOTES AND DETAIL
WATER
BUILDING
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OVERHEAD COMMUNICATION
UNDERGROUND COMMUNICATION
WETLAND BOUNDARY
STREAM OR EDGE OF WATER
FTIG BOUNDARY
WATER LINE
WATER HYDRANT
WATER VALVE
STANDARD NOTESLEGEND
PARKING LOT PAVED
PARKING LOT UNPAVED
EX. 6" W
6" W
AutoCAD SHX Text
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EXISTING
AutoCAD SHX Text
PROPOSED
1. ALL CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH CURRENT OSHA REGULATIONS, AND NFPA ALL CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH CURRENT OSHA REGULATIONS, AND NFPA REGULATIONS. 2. LOCATION OF EXISTING FACILITIES WERE TAKEN FROM AVAILABLE RECORDS ND ARE APPROXIMATE ONLY. LOCATION OF EXISTING FACILITIES WERE TAKEN FROM AVAILABLE RECORDS ND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL SUBMIT A DIG PERMIT TO FITG DPW _______ AT LEAST (5) FIVE DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION OPERATION TO ASCERTAIN THE LOCATION OF NEARBY UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE ALL ADJUSTMENTS AS REQUIRED ON THE JOB. SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE GOVERNMENT. 4. LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE CONSTRUCTION. EXTREME CARES SHALL BE EXERCISED WHEN EXCAVATION UTILITY LINES AND HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING ACTIVE PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES SHOWN ON THE DRAWINGS, MARKED IN THE FIELD, OR DESIGNATED BY U/G WARNING TAPE SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 5. THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM INJURY ALL PIPES, CONDUITS, THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM INJURY ALL PIPES, CONDUITS, TRACKS, UTILITY POLES, GUIDE RAILS, GUARD POST, WALLS, FOUNDATIONS, BUILDINGS, AND OTHER STRUCTURES OR PROPERTY IN THE VICINITY OF HIS WORK, WHETHER ABOVE OR BELOW GROUND, OR THAT MAY APPEAR IN THE SITE. PIPES AND UNDERGROUND CONDUIT EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE ADEQUATELY SUPPORTED ALONG THEIR ENTIRE EXPOSED LENGTHS. 6. TOPOGRAPHIC SURVEYS ARE BASED ON GIS INFORMATION OBTAINED FROM THE FTIG DPW. TOPOGRAPHIC SURVEYS ARE BASED ON GIS INFORMATION OBTAINED FROM THE FTIG DPW. 7. NOTIFY THE GOVERNMENT A MINIMUM OF SEVEN WORKING DAYS IN ADVANCE WHEN THE CONTRACTOR NOTIFY THE GOVERNMENT A MINIMUM OF SEVEN WORKING DAYS IN ADVANCE WHEN THE CONTRACTOR ANTICIPATES INSTALLING A CONNECTION TO THE WATER SYSTEM, OR WHEN IT WILL BE NECESSARY TO CLOSE DOWN A PORTION OF THE EXISTING SYSTEM TO CARRY OUT THE WORK. UNDER NO CIRCUMSTANCES ARE THE EXISTING WATER SYSTEM VALVES TO BE OPERATED BY THE CONTRACTOR WITHOUT NOTIFICATION TO THE GOVERNMENT. 8. EXISTING SITE IMPROVEMENTS, INCLUDING, BUT NO LIMITED TO ROADWAYS, CURBING, SIDEWALK AND LAWN EXISTING SITE IMPROVEMENTS, INCLUDING, BUT NO LIMITED TO ROADWAYS, CURBING, SIDEWALK AND LAWN AREAS MUST BE REMOVED AND/OR DISTURBED DURING THE PROSECUTION OF THE WORK SHOWN ON THESE DRAWINGS. ALL SUCH EXISTING IMPROVEMENTS MUST BE REPLACED USING NEW MATERIALS AND IN ACCORDANCE WITH THE DETAILS SHOWN ON DETAIL SHEET C-501. THE LIMITS OF ALL EXISTING IMPROVEMENTS TO BE REPLACED SHALL BE ESTABLISHED IN CONJUNCTION WITH AND APPROVED BY THE CONJUNCTION WITH AND APPROVED BY THE CONTRACTING OFFICER. ALL EXISTING CEMENT CONCRETE AND BITUMINOUS CONCRETE IMPROVEMENTS BITUMINOUS CONCRETE IMPROVEMENTS SHALL BE SAWCUT PRIOR TO REMOVAL. 9. AT POINTS OF CONNECTION, CONTRACTOR SHALL EXPOSE EXISTING UTILITY TO VERIFY LOCATION, AT POINTS OF CONNECTION, CONTRACTOR SHALL EXPOSE EXISTING UTILITY TO VERIFY LOCATION, GEOMETRY, AND MATERIAL REQUIREMENTS PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION OF ANY UTILITY CONNECTING THERETO. 10. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PENNSYLVANIA EROSION AND SEDIMENTATION POLLUTION CONTROL MANUAL. 11. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE AT ALL TIMES IN A MANNER THAT MINIMIZES THE THE CONTRACTOR SHALL MAINTAIN THE WORK SITE AT ALL TIMES IN A MANNER THAT MINIMIZES THE DEPOSITION OF ANY CONSTRUCTION MATERIALS OR DEBRIS ONTO ADJACENT PAVED ROADWAYS AND/OR WALKWAYS. THE WORK SITE SHALL BE MONITORED AND CLEANED/SWEPT ON A CONTINUAL BASIS AS REQUIRED. CLEANUP ACTIVITIES SHALL NOT BE LEFT TO BE PERFORMED AT THE END OF EACH WORK DAY. 12. ANY EXISTING SIGNS REMOVED AND NOT RE-USED SHALL BE TURNED OVER TO THE GOVERNMENT. ANY EXISTING SIGNS REMOVED AND NOT RE-USED SHALL BE TURNED OVER TO THE GOVERNMENT. 13. ALL WATER MAIN FITTINGS SHALL BE BUTTRESSED IN ACCORDANCE WITH THE PROJECT DETAILS. ALL WATER MAIN FITTINGS SHALL BE BUTTRESSED IN ACCORDANCE WITH THE PROJECT DETAILS. 14. CONTRACTOR SHALL CONTACT THE FITG DPW FOR OPERATION OF ALL VALVES AS REQUIRED TO ISOLATE CONTRACTOR SHALL CONTACT THE FITG DPW FOR OPERATION OF ALL VALVES AS REQUIRED TO ISOLATE THE SYSTEM. 15. BEFORE BACKFILLING ANY TRENCH, THE CONTRACTOR SHALL FIRST CONTACT FTIG DPW TO INSPECT THE BEFORE BACKFILLING ANY TRENCH, THE CONTRACTOR SHALL FIRST CONTACT FTIG DPW TO INSPECT THE WATERLINE INSTALLATION.
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EX.12" W
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINE KEYSHEET.DWG
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PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 6" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 8" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
9+
.0
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0
0.
+0
0.
+0
0.
9+50.00
10+50.00
11+50.00
12+50.00
13+50.00
14+50.00
15+50.00
16+50.00
17+50.00
18+50.00
19+50.00
20+50.00
21+50.00
T
T
T
T
T
SERVICE RD
SERVICE RD
FI
SH
ER
A
VE
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
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C
KD
B
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D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
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D
2 3
C
4 5
A
B
M
AR
K
AP
PR
D
AT
E:
FI
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N U
M
BE
R
SI
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SU
BM
IT
TE
D B
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PL
O
T
SC
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PL
O
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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 19
5/
/2
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SI
D
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M M
O N
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LT
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
TM
EN
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O F
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IL
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AN
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AF
FA
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BU
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C O
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A N
D E
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IN
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IN
G B
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. 0 -1
FO
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IN
D
IA
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TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
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TY
, P
A
C-101
FT
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W
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AU
TR
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AU
TR
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AS
N
O
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D
K.
L
LO
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0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
IO
N
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
IO
N
NEW F.H.
6" D
.I.
AB
AN
D
O N
EX. 8" C
.I.
10" x10"x 8" (T)
EX. 6" C
.I.
10" x10"x 6" (T)
EX
. 6
" P VC10" x10"x 6" (T)
NEW F.H.
10" x10"x 6" (T)
EX
. 6
" P
VC
10" x10"x 6" (T) NEW 1" PVC SERVICE
LATERAL
WITH VALVE AND VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADEPROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE 6" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0 0.
21+50.00
22+50.00
23+50.00
24+50.00
25+50.00
26+50.00
27+50.00
28+50.00
29+50.00
30+50.00
31+50.00
32+50.00
33+50.00
34+50.00
T
T
T
SERVICE RD
IL
AN
D R
D
FI
SH
ER
A
VE
SERVICE RD
5 TH ST
EX
. 6
" C .I.
10" x10"x 6" (T)
STREAM CROSS(1)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
INSTALL 10"
VALVE ON WEST
SIDE OF STREAM
CROSS W/ VALVE
BOX TO GRADE
CAP EX. 6"
C.I. LINE
EX
. 6
" C .I.
10" x10"x 6" (T)
10" x10"x 6" (T)
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
PROVIDE (1) 6"
GATE VALVES W/
VALVE BOX TO
GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
NEW F.H. EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
STAGING
AREA
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
34+50.00
35+50.00
36+50.00
37+50.00
38+50.00
39+50.00
40+50.00
41+50.00
42+50.00
43+50.00
44+50.00
45+50.00
46+50.00
T
T
T
2"PL GAS
2"PL GAS
U
TI
LI
TY
A
VE
SERVICE RDSERVICE RD
STAGING
AREA
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
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C
KD
B
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D
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IG
N
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B
Y:
D
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C R
IP
TI
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2 3
C
4 5
A
B
M
AR
K
AP
PR
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AT
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FI
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N U
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BE
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SI
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D B
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PL
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SC
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PL
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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 19
5/
/2
AN
SI
D
C O
M M
O N
W
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LT
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
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IL
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AF
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BU
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C O
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G B
LD
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FO
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IN
D
IA
N
TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
U N
TY
, P
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C-102
FT
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W
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D
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M
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A
-A F
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C O
N
TI
N U
AT
IO
N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
SERVICE RD
YP
ER
S
AV
E
TA
YL
O R
A
VE
NEW 10" D.I. N
EW
10" D .I.
8" W8" W
EX
. 6
" C .I.
10" x10"x 6" (T)
EX
. 6
" C .I.
10" x10"x 6" (T)
NEW F.H.
10" x10"x 6" (T)
EX. 12" C.I.
10" x10"x 12" (T)
CAP 12" C.I. MAIN
NEW 10" D.I.
NEW F.H.
NEW F.H.
10" x10"x 6" (T)
NEW F.H.
CAP 12" C.I. MAIN
CAP 10" C.I. MAIN
10" x10"x 8" (T)
NEW F.H.
ASSEMBLY AND GATE VALVE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 12" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
3+91.67
4+00.00
4+08.33
4+16.67
4+25.00
4+33.33
4+
.6
4+
.0
4+
.3
4+66.67
4+75.00
4+83.33
4+91.67
5+00.00
5+08.33
5+16.67
5+
.0
5+
.3
5+
.6
5+50.00
5+58.33
3+95.83
4+04.17
4+12.50
4+20.83
4+29.17
4+
.5
4+
.8
4+
.1
4+62.50
4+70.83
4+79.17
4+87.50
4+95.83
5+04.17
5+12.50
5+
.8
5+
.1
5+
.5
5+
.8
5+54.17
MACLUSKIE AVE
T
T
S
S
S
EX
.10
" W
EX.8" W
EX.8" W
EX.10" W
EX.10" W
EX.12" W
EX.6" W
EX.10" W
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
S
13-164 13-165
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
M
AR
K
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
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SHEET OF 19
5/
/2
AN
SI
D
C O
M M
O N
W
EA
LT
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
VE
TE
R
AN
S
AF
FA
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S
BU
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U O
F M
IL
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C O
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ST
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C
TI
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A N
D E
N G
IN
EE
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IN
G B
LD
G
. 0 -1
FO
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IN
D
IA
N
TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
U N
TY
, P
A
C-103
FT
IG
W
AT
ER
LI
N E
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EP
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C
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EN
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AU
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AU
TR
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N
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D
K.
L
LO
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M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
AutoCAD SHX Text
WAREHOUSES
WAREHOUSES
ASHER MINER RD
G O
R G
AS
R
D
MACLUSKIE AVE
NEW 10" D.I.
NEW F.H.
EX
. 6
" C .I.
10" x10"x 6" (T)NEW F.H.
EX
. 2
" C
TS
EX
. 8
" C .I.
NEW F.H.
NEW 2" CTS
SERVICE LINE
CONNECTION10" x10"x 8" (T)
NEW 10" D.I.
10" x10"x 10" (T)
10" x10"x 6" (T)
10" x10"x 12" (T)
EX
. 1
C
.I.
10" x10"x 6" (T)
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE 2"
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (3) 10"
GATE VALVES W/
VALVE BOX TO
GRADE
PROVIDE (2) 10"
AND (1) 12" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. 12" WATER
LINE TO BE
ABANDONED
5+66.67
5+75.00
5+83.33
5+91.67
6+00.00
6+08.33
6+
.6
6+
.0
6+
.3
6+
.6
6+50.00
6+58.33
6+66.67
6+75.00
6+83.33
5+62.50
5+70.83
5+79.17
5+87.50
5+95.83
6+04.17
6+12.50
6+
.8
6+
.1
6+
.5
6+
.8
6+54.17
6+62.50
6+70.83
6+79.17
6+87.50
HOSPITAL RD
T
T
S
S
S S
EX.10" W
EX.10" C.I.
EX
.6"
W
EX.6" W
EX.6" W
EX
.12
" W
EX.12" W
2"PL GAS
2"PL GAS
2"P L G
AS
2"P L G
AS
T
S
EX. CLAM SHELL
13-154
H
EN
R Y
H O
U
ST
O N
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
M
AR
K
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
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SHEET OF 19
5/
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
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C O
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A N
D E
N G
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FO
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TO
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N G
AP
A
N N
VI
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E, L
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C O
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TY
, P
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C-104
FT
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W
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M
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S
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W G
. C -1
F
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C O
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TI
N U
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0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
HOSPITAL RD
10" W
10" W
NEW 10" D.I.
10" x10"x 6" (T)
10" x10"x 6" (T)
10" x10"x 6" (T)
NEW F.H.
NEW F.H.
NEW 10" D.I.
NEW F.H.
N
EW
" D
.I.
N
EW
" D
.I.
N
EW
" D
.I.
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
GATE VALVES W/
VALVE BOX TO
GRADE
6+75.00
6+83.33
6+91.67
7+00.00
7+08.33
7+16.67
7+25.00
7+33.33
7+41.67
7+50.00
7+58.33
7+66.67
7+75.00
7+83.33
6+79.17
6+87.50
6+95.83
7+04.17
7+12.50
7+20.83
7+29.17
7+37.50
7+45.83
7+54.17
7+62.50
7+70.83
7+79.17
S
S
S
EX.10" W
EX.10" W
EX.10" W
EX
.6"
W
EX
.6"
C .I.
EX
.6"
C .I.
EX
.6"
C .I.
EX.6" W
EX.6" W
EX.6" W
2"PL GAS
SO
LI
C
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N N
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AM
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D W
N B
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B
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PL
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D
AT
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AR
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D
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C R
IP
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O N
C O
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AC
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N O
SHEET
IDENTIFICATION
D
AT
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AP
PR
SHEET OF 19
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/2
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
TM
EN
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AR
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VE
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AF
FA
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BU
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F M
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C O
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A N
D E
N G
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G B
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. 0 -1
FO
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IN
D
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N G
AP
A
N N
VI
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E, L
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AN
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C O
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, P
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C-105
FT
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W
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ER
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N E
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AU
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AU
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D
K.
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LO
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M
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C H
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N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
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0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
PARADE FIELD
EX. 6" W
NEW 10" D.I.
EX
. 1
0" D
.I.
NEW 6" D.I.
NEW 6" D.I.
10" x10"X10" (T)
NEW F.H.
10" x10"X6" (T)
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
2" PVC SERVICE
LINE CONNECTION
WITH VALVE AND
VALVE BOX TO
GRADE
NEW 1" PVC
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 6" x 6"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
7+91.67
8+00.00
8+08.33
8+16.67
8+25.00
8+33.33
8+41.67
8+50.00
8+58.33
8+66.67
8+75.00
8+83.33
8+91.67
9+00.00
7+95.83
8+
.1
8+12.50
8+20.83
8+29.17
8+37.50
8+45.83
8+54.17
8+62.50
8+70.83
8+79.17
8+87.50
8+95.83
STREAM CROSS(2)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
REFER TO HOP
PERMIT DRAWINGS
FOR ROAD CROSSING
DETAILS
S
NEW 6" D.I.
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
2" PVC SERVICE
LINE CONNECTION
WITH VALVE AND
VALVE BOX TO
GRADE
NEW F.H.
TIE INTO
NEW 6" D.I.
NEW 2" CTS
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
NEW 1" PVC
SERVICE LINE
CONNECTION WITH
VALVE AND VALVE
BOX TO GRADE
ON EACH SIDE OF
THE STREAM
INSTALL A 6" VALVE
AND VALVE BOX TO
2' ABOVE GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 6" x 6"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
8+33.33
8+41.67
8+50.00
8+58.33
8+66.67
8+75.00
8+83.33
8+91.67
9+00.00
9+08.33
9+
.67
9+
.00
9+
.33
9+
.32
8+37.50
8+45.83
8+54.17
8+62.50
8+70.83
8+79.17
8+87.50
8+95.83
9+04.17
9+12.50
9+
.83
9+
.17
9+
.50
STREAM CROSS(2)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
REFER TO HOP
PERMIT DRAWINGS
FOR ROAD CROSSING
DETAILS
SO
LI
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
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B
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D
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N
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B
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D
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C R
IP
TI
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2 3
C
4 5
A
B
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AP
PR
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FI
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BE
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SU
BM
IT
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D B
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PL
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SC
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PL
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AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
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C O
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SHEET
IDENTIFICATION
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SHEET OF 19
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
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BU
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C O
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A N
D E
N G
IN
EE
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G B
LD
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FO
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IN
D
IA
N
TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
U N
TY
, P
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C-106
FT
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W
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ER
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M
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N
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S
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0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -1
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
A -A
F O
R C
O N
TI
N
U
AT
IO
N
M
AT
C H
LI
N
E:
S
EE
D
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A
-A F
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C O
N
TI
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AT
C
IT
AT
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N N
O
FI
LE
N
AM
E:
D W
N B
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C
KD
B
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D
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N
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B
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D
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C R
IP
TI
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D
2 3
C
4 5
A
B
M
AR
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AP
PR
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AT
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FI
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N U
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BE
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SU
BM
IT
TE
D B
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PL
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SC
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PL
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D
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AR
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D
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C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SHEET OF 19
5/
/2
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O N
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
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AR
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BU
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C O
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A N
D E
N G
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FO
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TO
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N G
AP
A
N N
VI
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E, L
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AN
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C O
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TY
, P
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C-200
FT
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W
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ER
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C
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B
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B
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AP
PR
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FI
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D B
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PL
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SC
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PL
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D
AT
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AR
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D
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C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SHEET OF 19
5/
/2
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\WATERLINES SHEETS (MAY19) - REVISED 4-16-24.DWG
EP
AR
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C O
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A N
D E
N G
IN
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G B
LD
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. 0 -1
FO
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IN
D
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N
TO
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N G
AP
A
N N
VI
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E, L
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AN
O N
C O
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TY
, P
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C-201
FT
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W
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ER
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N E
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EP
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C
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EN
T R
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W
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D
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AI
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R . D
AU
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IC
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R . D
AU
TR
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H
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N
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D
K.
L
TIE INTO EX. 2" GALV.
LATERAL.
INSTALL 2" VALVE
TIE INTO NEW 10"
DUCTILE MAIN
EX
.1
0" C
.I.
10" x10"x10" (T)
EX
. 2
Iro n Pi pe
2" HDPE PIPE TO
EX. SERVICE LINE)
EX
. 8
C
.I.
10" D.I.
10" x10"x 8" (T)
EX
. 8
C
.I.
10" x10"x 6" (T)
TIE INTO EX.
6" C.I. PIPE
CAP EX. 6"
C.I. PIPE
N
EW
" D
.I.
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
6" D
.I.
NEW F.H. PROVIDE (2) 10"
AND 91) 6" GATE
VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVE W/ VALVE
BOX TO GRADE
PROVIDE 2" CURB
STOP VALVE W/
VALVE BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
PROVIDE (2) 10"
AND (1) 6" GATE
VALVE W/ VALVE
BOX TO GRADE
PROVIDE 6" GATE
VALVE W/ VALVE
BOX TO GRADE
LOD LOD LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LO
D
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LODLOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LO
DLODLODLODLODLODLODLODLODLOD
NPDES
N
PD
ES
N
PD
ES
NPDES NPDES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDESNPDESNPDES
0+
.0
1+
.0
2+
.0
3+
.0
4+
.0
5+00.00
6+
.0
7+
.0
8+
.0
9+
.0
STA
0+0
0.00
DES
IGN
SP
EED
= 7 20 m i/h
0+50.00
1+50.00
2+50.00
3+50.00
4+50.00
5+50.00
6+50.00
7+50.00
8+50.00
9+50.00
T
S
SERVICE RD
W
ILEY R
D
EX
. 6
C
.I.
10" x10"x 6" (T)
EX
. 1
0" C
.I.
10" x10"x 10" (T)
NOTE: EX. WATER
MAIN HAS A
DEPTH OF 12' IN
THIS AREA
10" x10"x 6" (T)
6" D
.I.
6" D
.I.
EX
. 6
C.
I.
CAP EX. 6"
C.I. LINE
10" x10"x 6" (T)
6" D
.I.
NEW F.H.
NEW F.H.
NEW F.H.
10" x10"x 6" (T)
EX
. 8
" D .I.
10" x10"x 8" (T)
NEW F.H.
6" D
.I.
AB
AN
D
O N
EX. 8" C
.I.
PROVIDE 6" GATE
VALVE W/ VALVE
BOX TO GRADE
PROVIDE (3) 10"
GATE VALVES W/
VALVE BOX TO
GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 6" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 8" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
LOD
LO
D
LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
DLODLODLODLOD
LODLODLODLODLOD
NPDES
NPDES
N
PD
ES
N
PD
ES
NPDES NPDES NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
NPDES NPDES NPDES N
PD
ES
NPDES
N
PD
ES
NPDESNPDESNPDESNPDESNPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDES
NPDES
N
PD
ESNPDES
NPDES
NPDES
NPDES
9+
.0
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0
0.
+0
0.
+0
0.
9+50.00
10+50.00
11+50.00
12+50.00
13+50.00
14+50.00
15+50.00
16+50.00
17+50.00
18+50.00
19+50.00
20+50.00
21+50.00
T
T
T
T
T
SERVICE RD
SERVICE RD
FI
SH
ER
A
VE
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
M
AR
K
AP
PR
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AT
E:
FI
LE
N U
M
BE
R
SI
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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
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/2
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
VE
TE
R
AN
S
AF
FA
IR
S
BU
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EA
U O
F M
IL
IT
AR
Y
C O
N
ST
R U
C
TI
O N
A N
D E
N G
IN
EE
R
IN
G B
LD
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. 0 -1
FO
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IN
D
IA
N
TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
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TY
, P
A
C-301
FT
IG
W
AT
ER
LI
N E
R
EP
LA
C
EM
EN
T E&
S/
SI
TE
R
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TO
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AT
IO
N
P
LA
N
R . D
AU
TR
IC
H
R . D
AU
TR
IC
H
AS
N
O
TE
D
K.
L
LO
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0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
IO
N
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
IO
N
SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
- L.O.D. - LIMIT OF
DISTURBANCE
NPDES PERMIT
BOUNDARY
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
AutoCAD SHX Text BegC
AutoCAD SHX Text UkgB
AutoCAD SHX Text WeD
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text AngB
AutoCAD SHX Text
ANDOVER GRAVELLY LOAM, 3-8% SLOPES
AutoCAD SHX Text AogB
AutoCAD SHX Text Bcg
AutoCAD SHX Text BebB
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 3-8% SLOPES
AutoCAD SHX Text BegC
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 8-15% SLOPES
AutoCAD SHX Text Ho
AutoCAD SHX Text
HOLLY SILT LOAM
AutoCAD SHX Text UggB
AutoCAD SHX Text
URBAN LAND, 0 TO 8% SLOPES
AutoCAD SHX Text UkgB
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 0 TO 8% SLOPES
AutoCAD SHX Text UkgD
URBAN LAND-BERKS COMPLEX, 8 TO 25% SLOPES
NEW F.H.
6" D
.I.
AB
AN
D
O N
EX. 8" C
.I.
10" x10"x 8" (T)
EX. 6" C
.I.
10" x10"x 6" (T)
EX
. 6
" P VC10" x10"x 6" (T)
NEW F.H.
10" x10"x 6" (T)
EX
. 6
" P
VC
10" x10"x 6" (T) NEW 1" PVC SERVICE
LATERAL
WITH VALVE AND VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADEPROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE 10"
GATE VALVE W/
VALVE BOX TO
GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE 6" GATE
VALVE W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LO
D
LOD
LOD LOD LOD
LO
D
LOD LOD LOD
LO
D
LO
D
LODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LODLODLODLODLODLODLODLODLODLODLODLODLOD
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0 0.
21+50.00
22+50.00
23+50.00
24+50.00
25+50.00
26+50.00
27+50.00
28+50.00
29+50.00
30+50.00
31+50.00
32+50.00
33+50.00
34+50.00
T
T
T
SERVICE RD
IL
AN
D R
D
FI
SH
ER
A
VE
SERVICE RD
5 TH ST
EX
. 6
" C .I.
10" x10"x 6" (T)
STREAM CROSS(1)
REFER TO GENERAL
PERMIT PLANS FOR
DETAILS
INSTALL 10"
VALVE ON WEST
SIDE OF STREAM
CROSS W/ VALVE
BOX TO GRADE
CAP EX. 6"
C.I. LINE
EX
. 6
" C .I.
10" x10"x 6" (T)
10" x10"x 6" (T)
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
PROVIDE (1) 6"
GATE VALVES W/
VALVE BOX TO
GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
NEW F.H. EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
STAGING
AREA
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLOD
LO
D
LODLODLODLODLODNPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDESNPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
+0
0.
+0 0.
+0
0.
+0 0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
34+50.00
35+50.00
36+50.00
37+50.00
38+50.00
39+50.00
40+50.00
41+50.00
42+50.00
43+50.00
44+50.00
45+50.00
46+50.00
T
T
T
2"PL GAS
2"PL GAS
U
TI
LI
TY
A
VE
SERVICE RDSERVICE RD
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
M
AR
K
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
T
N O
SHEET
IDENTIFICATION
D
AT
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AP
PR
SHEET OF 19
5/
/2
AN
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D
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M M
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LV
FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
VE
TE
R
AN
S
AF
FA
IR
S
BU
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EA
U O
F M
IL
IT
AR
Y
C O
N
ST
R U
C
TI
O N
A N
D E
N G
IN
EE
R
IN
G B
LD
G
. 0 -1
FO
R T
IN
D
IA
N
TO
W
N G
AP
A
N N
VI
LL
E, L
EB
AN
O N
C O
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TY
, P
A
C-302
FT
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W
AT
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LI
N E
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EP
LA
C
EM
EN
T E&
S/
SI
TE
R
ES
TO
R
AT
IO
N
P
LA
N
R . D
AU
TR
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H
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AU
TR
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H
AS
N
O
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D
K.
L
LO
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M
AT
C H
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N
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A
-A F
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C O
N
TI
N U
AT
IO
N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
IO
N
M
AT
C H
LI
N
E:
A
-A F
O R
C O
N
TI
N U
AT
IO
N
SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text BegC
AutoCAD SHX Text BegC
AutoCAD SHX Text Ho
AutoCAD SHX Text AngB
AutoCAD SHX Text UggB
AutoCAD SHX Text UggB
AutoCAD SHX Text AngB
AutoCAD SHX Text
ANDOVER GRAVELLY LOAM, 3-8% SLOPES
AutoCAD SHX Text AogB
AutoCAD SHX Text Bcg
AutoCAD SHX Text BebB
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 3-8% SLOPES
AutoCAD SHX Text BegC
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 8-15% SLOPES
AutoCAD SHX Text Ho
AutoCAD SHX Text
HOLLY SILT LOAM
AutoCAD SHX Text UggB
AutoCAD SHX Text
URBAN LAND, 0 TO 8% SLOPES
AutoCAD SHX Text UkgB
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 0 TO 8% SLOPES
AutoCAD SHX Text UkgD
SERVICE RD
YP
ER
S
AV
E
TA
YL
O R
A
VE
NEW 10" D.I. N
EW
10" D .I.
8" W8" W
EX
. 6
" C .I.
10" x10"x 6" (T)
EX
. 6
" C .I.
10" x10"x 6" (T)
NEW F.H.
10" x10"x 6" (T)
EX. 12" C.I.
10" x10"x 12" (T)
CAP 12" C.I. MAIN
NEW 10" D.I.
NEW F.H.
NEW F.H.
10" x10"x 6" (T)
NEW F.H.
CAP 12" C.I. MAIN
CAP 10" C.I. MAIN
10" x10"x 8" (T)
NEW F.H.
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 12" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
EX. 10" WATER
LINE TO BE
ABANDONED
EX. 10" WATER
LINE TO BE
ABANDONED
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLOD
LO
D LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LO
D
LO
D
LOD LOD
LO
D LOD LOD LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD LOD
LODLODLODLODLODLOD
LO
D
LODLO
D
LODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
NPDES NPDES NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
N
PD
ES NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES
NPDESNPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
53+00.00
54+00.00
55+00.00
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
63+00.00
64+00.00
65+00.00
+0
0.
+0
0.
47+50.00
48+50.00
49+50.00
50+50.00
51+50.00
52+ 50.0
53+ 50.0
54+ 50.0
55+50.00
56+50.00
57+50.00
58+50.00
59+50.00
60+50.00
61+50.00
62+ 50.0
63+ 50.0
64+ 50.0
65+ 50.0
66+50.00
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
MACLUSKIE AVE
T
T
S
S
S
EX
.10
" W
EX.8" W
EX.8" W
EX.10" W
EX.10" W
EX.12" W
EX.6" W
EX.10" W
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
2"PL GAS
S
13-164 13-165
SO
LI
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N N
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D W
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
EP
AR
TM
EN
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O F
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AR
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AF
FA
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C-303
FT
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S
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TO
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N
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AU
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AU
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F
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C O
N
TI
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AT
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N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
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N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
AutoCAD SHX Text
WAREHOUSES
AutoCAD SHX Text
WAREHOUSES
AutoCAD SHX Text UggB
AutoCAD SHX Text UggB
AutoCAD SHX Text UggB
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text AngB
AutoCAD SHX Text
ANDOVER GRAVELLY LOAM, 3-8% SLOPES
AutoCAD SHX Text AogB
AutoCAD SHX Text Bcg
AutoCAD SHX Text BebB
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 3-8% SLOPES
AutoCAD SHX Text BegC
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 8-15% SLOPES
AutoCAD SHX Text Ho
AutoCAD SHX Text
HOLLY SILT LOAM
AutoCAD SHX Text UggB
AutoCAD SHX Text
URBAN LAND, 0 TO 8% SLOPES
AutoCAD SHX Text UkgB
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 0 TO 8% SLOPES
AutoCAD SHX Text UkgD
ASHER MINER RD
G O
R G
AS
R
D
MACLUSKIE AVE
NEW 10" D.I.
NEW F.H.
EX
. 6
" C .I.
10" x10"x 6" (T)NEW F.H.
EX
. 2
" C
TS
EX
. 8
" C .I.
NEW F.H.
NEW 2" CTS
SERVICE LINE
CONNECTION10" x10"x 8" (T)
NEW 10" D.I.
10" x10"x 10" (T)
10" x10"x 6" (T)
10" x10"x 12" (T)
EX
. 1
C
.I.
10" x10"x 6" (T)
EX. FIRE HYDRANT
ASSEMBLY AND GATE VALVE
TO BE REMOVED AND
CAPPED SEE NOTE #2
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE 2"
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 8" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (3) 10"
GATE VALVES W/
VALVE BOX TO
GRADE
PROVIDE (2) 10"
AND (1) 12" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
EX. 12" WATER
LINE TO BE
ABANDONED
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
DLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LO
D LOD
LOD LOD LOD LOD LOD LOD LOD
NPDES NPDES
N
PD
ES
NPDES NPDES NPDES
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
74+00.00
75+00.00
76+00.00
77+00.00
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
67+50.00
68+50.00
69+50.00
70+50.00
71+50.00
72+50.00
73+50.00
74+ 50.0
75+ 50.0
76+ 50.0
77+ 50.0
78+50.00
79+50.00
80+50.00
81+50.00
82+50.00
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES NPDES NPDES NPDESNPDESNPDESNPDESNPDESNPDESNPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
HOSPITAL RD
T
T
S
S
S S
EX.10" W
EX.10" C.I.
EX
.6"
W
EX.6" W
EX.6" W
EX
.12
" W
EX.12" W
2"PL GAS
2"PL GAS
2"P L G
AS
2"P L G
AS
T
S
EX. CLAM SHELL
13-154
H
EN
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H O
U
ST
O N
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N N
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N
AM
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D W
N B
Y:
C
KD
B
Y:
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ES
IG
N
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B
Y:
D
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2 3
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FI
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D B
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PL
O
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SC
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PL
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
EP
AR
TM
EN
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M
IL
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AR
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VE
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AN
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AF
FA
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BU
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U O
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AR
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C O
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ST
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C
TI
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A N
D E
N G
IN
EE
R
IN
G B
LD
G
. 0 -1
FO
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IN
D
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N
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N G
AP
A
N N
VI
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E, L
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AN
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C O
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, P
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C-304
FT
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W
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N E
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EP
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C
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S
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TO
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N
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AU
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AU
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O
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D
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M
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N
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S
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F
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C O
N
TI
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AT
IO
N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgD
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgB
AutoCAD SHX Text AngB
AutoCAD SHX Text
ANDOVER GRAVELLY LOAM, 3-8% SLOPES
AutoCAD SHX Text AogB
AutoCAD SHX Text Bcg
AutoCAD SHX Text BebB
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 3-8% SLOPES
AutoCAD SHX Text BegC
AutoCAD SHX Text
BEDINGTON CHANNERY SILT LOAM, 8-15% SLOPES
AutoCAD SHX Text Ho
AutoCAD SHX Text
HOLLY SILT LOAM
AutoCAD SHX Text UggB
AutoCAD SHX Text
URBAN LAND, 0 TO 8% SLOPES
AutoCAD SHX Text UkgB
AutoCAD SHX Text
URBAN LAND-BERKS COMPLEX, 0 TO 8% SLOPES
AutoCAD SHX Text UkgD
HOSPITAL RD
10" W
10" W
NEW 10" D.I.
10" x10"x 6" (T)
10" x10"x 6" (T)
NEW F.H.
NEW F.H.
NEW 10" D.I.
NEW F.H.
N
EW
" D
.I.
N
EW
" D
.I.
N
EW
" D
.I.
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
AND (1) 6" GATE
VALVES W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE FIRE HYDRANT
ASSEMBLY, 10" x10"x 6" HYDRANT
TEE AND 6" GATE VALVE W/ VALVE
BOX TO GRADE
PROVIDE (2) 10"
GATE VALVES W/
VALVE BOX TO
GRADE
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
+0 0.
81+50.00
82+50.00
83+50.00
84+50.00
85+50.00
86+50.00
87+50.00
88+50.00
89+50.00
90+50.00
91+50.00
92+50.00
93+50.00
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
N
PD
ES N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
S
S
S
EX.10" W
EX.10" W
EX.10" W
EX
.6"
W
EX
.6"
C .I.
EX
.6"
C .I.
EX
.6"
C .I.
EX.6" W
EX.6" W
EX.6" W
2"PL GAS
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
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C R
IP
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O N
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2 3
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4 5
A
B
M
AR
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AP
PR
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FI
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N U
M
BE
R
SI
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SU
BM
IT
TE
D B
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PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
D
AT
E M
AR
K
D
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C R
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IDENTIFICATION
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FILENAME: S:\BMCE\02_FTIG\FTIG WATER SYSTEM\42110341 REPLACE-REPAIR WATER DISTRIB. SYSTEM\03_DWGS (CAD)\DWG_1-GENERAL\CAD 2018\E&S PLANS - 4-16-24.DWG
EP
AR
TM
EN
T
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M
IL
IT
AR
Y
VE
TE
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AN
S
AF
FA
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S
BU
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U O
F M
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AR
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C O
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ST
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TI
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A N
D E
N G
IN
EE
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IN
G B
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. 0 -1
FO
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D
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A
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VI
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E, L
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C O
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, P
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C-305
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F
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C O
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TI
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N
0 50' 100'
SCALE:1"=50'
M
AT
C H
LI
N
E:
S
EE
D
W G
. C -3
F
O R
C O
N
TI
N U
AT
IO
N
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING WATERLINE PIPES TO NEAREST JOINT,
INSTALL NEW DICL PIPE AND GATE VALVE WITH VALVE BOX TO GRADE
2. CONTRACTOR SHALL NOT REMOVE ANY EXISITNG FIRE HYDRANTS PRIOR TOLACING
NEW HYDRANTS IN SERVICE TO THE SATISFACTORY AND ACKNOWLEDGEMENT OF
OWNER/FIRE DEPARTMENT. WHEN PLACING NEW HYDRANTS IN SERVICE, EXISTING
HYDRANTS SHALL BE BAGGED "OUT OF SERVICE" UNTIL SUCH TIME THEY CAN BE
PHYSICALLY REMOVED.
3. ALL FIRE HYDRANTS SHALL BE MULLER CENTURION TYPE.
4. ALL GATE VALVES SHALL BE AMERICAN FLOW CONTROL (OPEN RIGHT) TYPE.
SOILS DESCRIPTIONS
SYMBOL DESCRIPTION
ANDOVER GRAVELLY LOAM,
3-8% SLOPES
BASHER SILT LOAM
SOIL TYPE
BOUNDARY
E&S LEGEND
18" COMPOST
FILTER SOCK
NPDES
TOTAL DISTURBANCE AREA = 159,865 sf, 3.67 ac.
TOTAL PROJECT SITE = 159,865 sf, 3.67 ac.
AutoCAD SHX Text
PARADE FIELD
AutoCAD SHX Text UkgB
AutoCAD SHX Text UkgB
AutoCAD SHX Text AngB
AutoCAD…
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