3-2026-07-16 Plans.pdf
PDF 36 MB Posted
- Solicitation number
- Not on record
- Issued by
- Philadelphia County, Pennsylvania
About this file
This is a set of highway occupancy permit plans prepared by JHA Companies for the Bloomfield Borough Water Authority in Pennsylvania, detailing a waterline replacement project on West Main Street (SR-0274) and Cold Storage Road (SR-4005) located in Bloomfield Borough and Centre Township, Perry County. The project scope includes the construction of approximately 2,100 linear feet of 8-inch ductile iron water main replacement and extension, involving the abandonment of existing water services and installation of proposed water services at multiple locations. The plans document existing conditions across four segments of roadway, site plans showing proposed infrastructure placement, typical cross-sections, and detailed specifications for trench restoration, pavement restoration, and drainage components. A pre-bid conference is scheduled for Wednesday, August 19, 2026, at 11 AM at the Bloomfield Borough Building, with bid submissions due electronically through PennBid by Wednesday, September 9, 2026, at 1 PM local time, followed by a public bid opening on Tuesday, September 15, 2026, at 5 PM. The bidding documents are available for download from https://pennbid.bonfirehub.com, with the issuing office located at JHA Companies, 466 S Main Street, Montrose, PA 18801.
The project involves replacement of both 4-inch cast iron pipe (CIP) and 6-inch CIP water mains with the proposed 8-inch ductile iron pipe, including new water service connections at twenty-two separate addresses along West Main Street and Cold Storage Road. The plans specify minimum 48-inch cover depth for the proposed water main with direct burial bedded in sand, and detail pavement restoration requirements that vary by roadway type, including mill and overlay operations on state highways with Superpave asphalt mixture design specifications. Trench backfill must be tested to achieve 100 percent compaction, and a minimum 12-inch vertical clearance must be maintained between the proposed water main and existing utility pipes. The project also includes erosion and sediment control measures and restoration of landscaped areas and grassed berms.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-2026-07-31 Contract Specifications.pdf | ||
| 2-Bidding Documents.pdf |
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Text version
COLD STORAGE ROAD
W. MAIN ST.
2000 2000 4000
GRAPHIC SCALE: 1" =
2000'
LOCATION MAP
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-0.00
COVER SHEET
LIMIT OF WORK
S.R. 4005
STA. 675+76
SEG. 0010, OFF. 1173
LIMIT OF WORK
S.R. 0274
STA. 1576+36
SEG. 0610, OFF. 1198
HIGHWAY OCCUPANCY PERMIT PLANS
FOR
2026 WATER SYSTEM IMPROVEMENTS
REPLACEMENT OF MAINS AND SERVICES
CONTRACT 2026-A
WEST MAIN STREET (SR-0274) AND COLD STORAGE ROAD (SR-4005)
BLOOMFIELD BOROUGH AND CENTRE TOWNSHIP
NEW BLOOMFIELD, PENNSYLVANIA
PREPARED FOR:
BLOOMFIELD BOROUGH WATER AUTHORITY
P.O. BOX 293
NEW BLOOMFIELD, PA. 17068
LIST OF DRAWINGS
Sheet Number Sheet Title
C-0.00 COVER SHEET
C-0.01 GENERAL NOTES
C-0.02 TABULATION OF WATER SERVICES
C-1.01 EXISTING CONDITIONS - WEST MAIN STREET STA 0+00 to 6+50 C-1.02 EXISTING CONDITIONS - WEST MAIN STREET STA 6+50 to 11+98 C-1.03 EXISTING CONDITIONS - COLD STORAGE ROAD STA 0+00 to 5+00 C-1.04 EXISTING CONDITIONS - COLD STORAGE ROAD STA 5+00 to 12+50 C-2.01 SITE PLAN - WEST MAIN STREET STA 0+00 to 6+50 C-2.02 SITE PLAN - WEST MAIN STREET STA 6+50 to 11+98 C-2.03 SITE PLAN - COLD STORAGE ROAD STA 0+00 to 5+00
C-2.04 SITE PLAN - COLD STORAGE ROAD OFF-ROAD WATERLINE
C-5.01 TYPICAL SECTIONS
C-7.01 DETAILS
C-7.02 DETAILS
C-7.03 DETAILS
C-7.04 E&SC DETAILS
C-7.05 E&SC NOTES
C-8.01 E&SC PLAN - WEST MAIN STREET
C-8.02 E&SC PLAN - COLD STORAGE ROAD
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES:
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE &
10 WORKING DAYS IN DESIGN
STATE
- STOP CALL
Pennsylvania One Call System, Inc (800)242-1776
LIMIT OF WORK
S.R. 4005
STA. 664+03
SEG. 0010, OFF. 0000
LIMIT OF WORK
S.R. 0274
STA. 1564+88
SEG. 0610, OFF. 0049
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-0.01
GENERAL NOTES
S
W
UU UU
OU OU
S S
ST ST ST ST ST
STREET
ADDRESS
EXISTING WATER SERVICE TO BE
ABANDONED
PROPOSED WATER SERVICE TO BE
INSTALLED
TYPE SEG. OFFSET TYPE SEG. OFFSET
421 WEST
MAIN ST.
34 INCH CU.
OPEN CUT 0610 0147
419 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0284
34 INCH CU.
OPEN CUT 0610 0284
419 WEST
MAIN ST.
34 INCH CU.
OPEN CUT 0610 0294
418 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0300
34 INCH CU.
OPEN CUT 0610 0300
416 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0405
34 INCH CU.
OPEN CUT 0610 0405
413 WEST
MAIN ST.
2 INCH CU. IN
PLACE 0610 0560 1 INCH CU.
OPEN CUT 0610 0560
414 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0582
34 INCH CU.
OPEN CUT 0610 0582
412 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0681
34 INCH CU.
OPEN CUT 0610 0681
408 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0799
34 INCH CU.
OPEN CUT 0610 0799
406 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0847
34 INCH CU.
OPEN CUT 0610 0847
407 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 0892
34 INCH CU.
OPEN CUT 0610 0892
401 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 1046
34 INCH CU.
OPEN CUT 0610 1046
324 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0610 1077
34 INCH CU.
OPEN CUT 0610 1077
STREET
ADDRESS
EXISTING WATER SERVICE TO BE
ABANDONED
PROPOSED WATER SERVICE TO BE
INSTALLED
TYPE SEG. OFFSET TYPE SEG. OFFSET
420 WEST
MAIN ST.
34 INCH CU. IN
PLACE 0010 0101
34 INCH CU.
OPEN CUT 0010 0101
3928 COLD
STORAGE RD.
34 INCH CU. IN
PLACE 0010 0162
34 INCH CU.
OPEN CUT 0010 0162
432 WEST
HIGH ST.
34 INCH CU. IN
PLACE 0010 0263
34 INCH CU.
OPEN CUT 0010 0263
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-0.02
GENERAL NOTES CONT. AND TABULATION
OF WATER SERVICES
PL
WEST MAIN STREET - (S.R. 0274)
X
X
X
CO
M
SSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
EEEEEEEEEEEEEEEEEEEEEEEEEEEEE
CO
M
CO
M
CO
M
CO
M
E
W
E
E E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E E
E
E E
E E
V W
V W
V W
V W
V W V
W
V W
E
E
S
ST
V W
P L P L P LP L
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15326-S39450
Utility Pole (No Number)
Utility Pole (No Number)
MH 33
Rim: 685.88 Inv: 679.46
"35 MPH"
Sign
"Borough Of Bloomfield Est. 1831"
Sign
"Borough Of New Bloomfield" Sign
Start Of Segment
"SR 4005"
Sign "Arrow Both Ways"
Sign
PPL Utility Pole
PPL 15345-S39461
PPL Utility Pole
PPL 15354-S39466
PPL Utility Pole (No Number)
"One Way" Sign
"One Way" Sign
"Buckle Up" Sign
PPL Utility Pole
PPL 15374-S39477
.0
0' R.
O .W
.6
8' Ca rtw ay
"Box Truck" Sign
Sign
18" RCP
Inv. 679.26
Inv. 681.99
PennDOT Sign
N/F
LESHER, JOSHUA
A. ETUX
020,086.02-013.000
420 W MAIN ST
N/F
FRITZ, SCOTT E.
& JILL C. B
020,086.02-012.000
418 W MAIN ST
N/F
MOHLER, MAX E.
ET UX
020,086.02-011.000
416 W MAIN ST
N/F
SHEAFFER,
CHARLES L. &
SHEILA M.
020,086.02-010.000
414 W MAIN ST
N/F
PENNDOT
020,086.02-004.000
413 W MAIN STREET
N/F
RICE, MATTHEW M.
020,086.02-005.000
417-419 W MAIN ST
"Speed Limit 30" Sign
Utility Pole (No Number)
Existing 4" CIP Water Main 6' Stub
Rice Memorial Works
19.93' R.O.W.
ST
ST
ST
ST
ST
V W
W
W
W
W W W W W W W W W W W W W W W W
W
W
W
W
CO
LD
S
TO
RA
GE
R
OA
D
S.
R.
PennDOT Existing Legal Right-Of-Way
R.O.W.
E.O.P.
R.O.W.
E.O.P.
-0+18
0+00
1+00
-0+18
0+00
1+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00
66394
66400
66500
156400 156500 156600 156700 156800 156900 157000
2.6
2.6
3.2
4.3
5.5
6.3
6.7
7.1
7.2
7.4
7.5
7.4
6.7
5.7
4.8
-0+50
2.6
0+00
2.5
3.1
1+00
4.3
5.5
2+00
6.2
6.7
3+00
7.0
7.1
4+00
7.3
7.5
5+00
7.4
6.6
6+00
5.7
4.8
MH 33
STA: 1+61.82, West Main St (-9', L)
RIM: 685.4
INV OUT: 679.46
920 L.F. @ 0.52% 6 in. PVC SEWER
Existing Ground
6" Stub
Water Service STA: 3+00.00 Water Service
STA: 4+05.41
2" Water Service
STA: 5+61.01
Water Service
STA: 5+82.00
℄ C
OL
D
ST
OR
AG
E
RO
AD
Existing 4" CIP Water Main
Water Service
STA: 2+84.07
SE
G.
OF
F.
Connection to Cold Storge Road
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-1.01
EXISTING CONDITIONS - WEST MAIN STREET
STA 0+00 TO 6+50
SE
E
SH
EE
T C-
1.0
SEE SHEET C-1.03
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
SE
E
SH
EE
T C-
1.0
PROPERTY LINE
ADJOINER LINE
SETBACK LINE
RIGHT-OF-WAY
ROAD CENTERLINE
EASEMENT LINE
FENCE X
ELECTRIC U.G. UGE
ELECTRIC O.H. OHE
ELECTRIC E E
COMMUNICATION COM
SEWER LINE S S
STORM LINE ST
WATER LINE W W
CONTOUR MAJOR
CONTOUR MINOR
UTILITY POLE
SEWER MANHOLE
BUILDING
LEGEND
H Y D
ELECTRIC METER
GAS METER
LIGHT POLE
STORM INLET
WATER WELL
FIRE HYDRANT
TREE
STREET SIGN
PROPERTY CORNER
MONUMENT FOUND
STN/CONC MON. FND
5/8" REBAR AND CAP SET
V W
W
WATER VALVE
WATER METER
S
X
SSSSSSSSSSSSSSSSSS
EEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E
E
E
E
E
E
V W
V W
V W
V W
V W
V W
V W
V W
V W
S
H
Y D
P L P L P L P L
PL
PPL Utility Pole
PPL 15385-S39482
PPL Utility Pole PPL 15397-S39488 Light Post
PPL Utility Pole PPL 15410-S39495 Light Post PPL Utility Pole
PPL 15424-S39502
"One Way" Sign "One Way" Sign PPL Utility Pole
PPL 15408-S39489
Light Post
"Box Truck" Sign
N/F
WOOD, NICOLE M.
020,086.02-009.000
412 W MAIN ST
N/F
CAMPBELL, LAURA
020,086.02-008.000
408 W MAIN ST N/F
DUM, BRENTEN S.
ET AL
020,086.02-007.000
406 W MAIN ST
N/F
MYERS, BERNARD
E. ET UX
020,086.02-006.000
324 W MAIN ST
N/F
SMITH, DONALD L.
& JENNIFER A. JR.
020,086.04-059.000
318 W MAIN ST
N/F
WEIGL, ANN M. &
PETER D.
020,086.04-062.000
323 W MAIN ST
N/F
HOLLENBECK,
MATTHEW &
BRITTANY LUTZ
020,086.02-002.000
401 W MAIN ST
N/F
HAIR, JOHN W.
020,086.02-003.000
407 W MAIN ST
Existing 4" CIP Water Main
LO
CU
ST
S
T.
.0 0'
R.
O
.W
.5
4' Ca rtw ay
ST
ST
" R
CP
CB-32 (Double) Top: 680.36 Inv: 678.36
CB-33
Top: 679.28 Inv: 676.70
Existing 6" CIP Water Main
Existing 6" CIP Water Main
W
W W
W W W W W W W W W W W W W W W W W W W W
MH-32
Inv: 680.81
PennDOT Existing Legal Right-Of-Way
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
7+00 8+00 9+00 10+00 11+00 11+98
157100 157200 157300 157400 157500 157600 157636
4.8
3.9
3.1
2.5
2.2
1.9
1.6
1.4
1.1
1.1
0.8
4.8
7+00
3.8
3.0
8+00
2.5
2.2
9+00
1.8
1.5
10+00
1.4
1.0
11+00
1.0
0.8
11+98
MH-32
STA: 10+85.62, West Main St (-9', L)
RIM: 680.7
INV IN: 674.70 (MH 33)
Water Service
STA: 6+81.25
Water Service STA: 7+99.06 Water Service
STA: 8+47.33
Water Service STA: 8+92.04 Water Service
STA: 10+46.68 Water Service STA: 10+77.42 Existing 6" CIP Water Main
STA: 11+13.20
Water Service
STA: 11+90.36
920 L.F. @ 0.52% 6 in. PVC SEWER
15" RCP
INV. 677.81
Existing 4" CIP Water Main
Existing 6" CIP Water Main
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001
SE
E
SH
EE
T C-
1.0
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
C-1.02
EXISTING CONDITIONS - WEST MAIN STREET
STA 6+50 TO 11+98
SE
E
SH
EE
T C-
1.0
PROPERTY LINE
ADJOINER LINE
SETBACK LINE
RIGHT-OF-WAY
ROAD CENTERLINE
EASEMENT LINE
FENCE X
ELECTRIC U.G. UGE
ELECTRIC O.H. OHE
ELECTRIC E E
COMMUNICATION COM
SEWER LINE S S
STORM LINE ST
WATER LINE W W
CONTOUR MAJOR
CONTOUR MINOR
UTILITY POLE
SEWER MANHOLE
BUILDING
LEGEND
H Y D
ELECTRIC METER
GAS METER
LIGHT POLE
STORM INLET
WATER WELL
FIRE HYDRANT
TREE
STREET SIGN
PROPERTY CORNER
MONUMENT FOUND
STN/CONC MON. FND
5/8" REBAR AND CAP SET
V W
W
WATER VALVE
WATER METER
PL
W
ES
T
HI
GH
S
TR
EE
T
W
EST MAIN STREET - (S.R. 0274)
X
X X
X X
X
X
S
S
S
S
S
S S S S S S S S S S S S S S S S S S
S S
S S
S
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
W
E
E E
E E
E
E
E
COM
COM
COM
COM
COM
COM
COM
COM
E
E
E
E
E E E E E E E E E E
COMCOMCOMCOMCOMCOM
E
E
E
E
E
E
E
E
V W
V W
V W
V W
HY
D
S S
V W
PL
PPL Utility Pole
PPL 15294-S39499
PPL Utility Pole
PPL 15312-S39482
PPL Utility Pole
PPL 15309-S39479
Utility Pole (No Number)
PPL Utility Pole
PPL 15302-S39480
Utility Pole
(No Number)
"No Passing" Sign
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15345-S39461
"Adopt A Highway" Sign"35 MPH"
Sign
"Box Truck" Sign
"Arrow Both Ways" Sign
"SR 4005"
Sign
MH 33
Rim: 685.88 Inv: 679.46
18" RCP
Inv. 681.99
N/F
PATTERSON, JOHN
J. V. ETUX
020,086.01-011.000
423 W HIGH ST
N/F
NERHOOD, STEVEN A. &
AMANDA G.
020,086.02-014.000
3928 COLD STORAGE ROAD
N/F
LESHER, JOSHUA
A. ETUX
020,086.02-013.000
420 W MAIN ST
N/F
RICE, MATTHEW M.
020,086.02-005.000
417-419 W MAIN ST
"Stop" Sign
W
ES
T
MA
IN
S
TR
EE
T
S.
R.
COLD STORAGE ROAD - (S.R. 4005)
6' Stub
.9
3' R.
O .W
.7
8' Ca rtw ay
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
ST
ST
ST
ST
Existing 4" CIP Water Main
Inv. 681.03
V W
W
W
W
W
W
W
W
W W W W W W W W W W W W W
W
W
.0
0' R.
O .W
MH-47
Inv: 689.31
COLD STORAGE ROAD - (S.R. 4005)
MONUMENT
Landscaped AreaPennDOT Existing Legal Right-Of-Way
Little Buffalo Creek
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
E.O.P.
R.O.W.
-0+18 0+00 1+00 2+00 3+00 4+00
5+00
MH-47
-0+18 0+00 1+00 2+00 3+00 4+00
5+00
1+
2+
66394 66400
66500 66600 66700 66800 66900
5.5
5.2
5.1
5.2
5.7
6.4
7.4
8.5
9.6
0.6
-1+00 0+00
5.5
5.2
1+00
5.0
5.2
2+00
5.7
6.4
3+00
7.3
8.4
4+00
9.5
4+50
0.6
℄ W
ES
T
HI
GH
S
TR
EE
T
MH-47
STA: 4+03.55, Cold Storage Rd (13', R)
RIM: 689.4
INV IN: 683.57 (MH-1)
INV OUT: 683.37
396 L.F. @ 0.98% 8 in. PVC SEWER
STRUCTURE - (4)
STA: 0+03.63, Cold Storage Rd (15', R)
RIM: 685.4
INV IN: 679.46 (MH-47)
Existing 4" CIP Water Main
Existing Ground
Ex. 18" RCP Sta: 0+85.76
INV. 681.50
Existing 4" CIP Water Main
Water Service
STA: 1+01.39
Water Service
STA: 1+62.85
Water Service
STA: 2+63.79
℄ W
ES
T
MA
IN
S
TR
EE
T
SE
G.
OF
F.
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001
SEE SHEET C-1.01
SE
E
SH
EE
T C-
1.0
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
C-1.03
EXISTING CONDITIONS - COLD STORAGE ROAD
STA 0+00 TO 5+00
SE
E
SH
EE
T C-
1.0
PROPERTY LINE
ADJOINER LINE
SETBACK LINE
RIGHT-OF-WAY
ROAD CENTERLINE
EASEMENT LINE
FENCE X
ELECTRIC U.G. UGE
ELECTRIC O.H. OHE
ELECTRIC E E
COMMUNICATION COM
SEWER LINE S S
STORM LINE ST
WATER LINE W W
CONTOUR MAJOR
CONTOUR MINOR
UTILITY POLE
SEWER MANHOLE
BUILDING
LEGEND
H Y D
ELECTRIC METER
GAS METER
LIGHT POLE
STORM INLET
WATER WELL
FIRE HYDRANT
TREE
STREET SIGN
PROPERTY CORNER
MONUMENT FOUND
STN/CONC MON. FND
5/8" REBAR AND CAP SET
V W
W
WATER VALVE
WATER METER
COLD STORAGE ROAD - (S.R. 4005)
S
S
S
S S
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E
COMCOMCOMCOMCOM
E
E E
E
E
E
E
E
COM
COM
COM
COM
COM
E E
E
SS
ST ST ST
ST
ST
PL
"Karns Center" Sign
Stop Sign
"Mahanoy Centre" Sign
Existing 24" CMP PPL Utility Pole
PPL 15269-S395494
Overhead Electric Line
Existing 30" CMP
Sign PPL Utility Pole
PPL 15283-S39524
PPL Utility Pole PPL 15280-S39521PPL Utility Pole
PPL 15285-S39509
PPL 15294-S39499
Sign
.0
0' R.
O .W
Inv.: 696.60
Inv.: 695.97
"Buckle Up" Sign 21.27'
Cartway
Inv.: 702.64Inv.: 702.28
N/F
KARNS, D. SCOTT &
RUTH I. RUDDEROW
050,086.01-017.000
35 CENTRE DRIVE
N/F
DAK-SON, LLC
050,086.01-017.001
100, 106, 112 CENTRE DRIVE
N/F
ECKERT, P. ASHLEY
050,086.00-028.000
3872 COLD STORAGE ROAD
N/F
LDS CHURCH ESTATE
DIVISION 050,086.01-016.000
3787 COLD STORAGE ROAD
N/F
SUTCH, TERRY E.
020,086.01-015.000
420 W HIGH ST
Ce nt re D riv e
24" RCP
Inv.: 690.21
Inv.: 690.29
420 3787
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
25' SAN. SEWER ESMT.
D.B. 1357 PG. 283
PPL Utility Pole
PPL 15294-S39499
MH CT-2
Rim: 692.0 Inv: 686.9
MH-1
Inv: 692.21
Landscaped Area
PennDOT Existing Legal Right-Of-Way
Little Buffalo Creek Little Buffalo Creek
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
E.O.P.
R.O.W.
R.O.W.
E.O.P.
E.O.P.
R.O.W.
5+00
6+00
7+00 8+00 9+00 10+00 11+00 12+00 12+16
5+00
6+00
7+00 8+00 9+00 10+00 11+00 12+00 12+16
67619
66900
67000 67100 67200 67300 67400 67500 67600
9.8
0.2
1.0
1.8
2.8
4.0
5.3
6.8
8.5
8.7
9.8
1.6
2.6
-0+50 0+00
9.7
0.2
1+00
0.9
1.7
2+00
2.7
4.0
3+00
5.2
6.8
4+00
8.4
8.7
5+00
9.7
1.6
6+00
2.6
182 L.F. @ 0.73% 8 in. PVC SEWER
MH-1
STA: 5+92.14, Cold Storage Rd (28', R)
RIM: 692.5
INV IN: 685.19 (MH CT-2)
INV OUT: 684.92
37 L.F. @ 4.15%
8 in. PVC SEWER
MH CT-2
STA: 6+34.79, Cold Storage Rd (38', R)
RIM: 692.0
INV OUT: 686.90
SLOPE 0.0160 ft/ft
30 in. REINFORCED CONCRETE PIPE DRAIN
INV. 693.47
INV. 694.10
SE
G.
OF
F.
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001
SEE SHEET C-1.03
HORIZONTAL
1"=25'
VERTICAL
1"=5'0 25 50 FEET 0 5 10 FEET
C-1.04
EXISTING CONDITIONS - COLD STORAGE ROAD
STA 5+00 TO 12+16
SE
E
SH
EE
T C-
1.0
PROPERTY LINE
ADJOINER LINE
SETBACK LINE
RIGHT-OF-WAY
ROAD CENTERLINE
EASEMENT LINE
FENCE X
ELECTRIC U.G. UGE
ELECTRIC O.H. OHE
ELECTRIC E E
COMMUNICATION COM
SEWER LINE S S
STORM LINE ST
WATER LINE W W
CONTOUR MAJOR
CONTOUR MINOR
UTILITY POLE
SEWER MANHOLE
BUILDING
LEGEND
H Y D
ELECTRIC METER
GAS METER
LIGHT POLE
STORM INLET
WATER WELL
FIRE HYDRANT
TREE
STREET SIGN
PROPERTY CORNER
MONUMENT FOUND
STN/CONC MON. FND
5/8" REBAR AND CAP SET
V W
W
WATER VALVE
WATER METER
X
X
CO
M
SSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
CO
M
CO
M
CO
M
CO
M
E
W
E
E E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E E
E
E E
E E
PLPLPL
V W
V W
V W
V W
V W V
W
V W
E
E
S
ST
V W
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15326-S39450
Utility Pole (No Number)
Utility Pole (No Number)
MH 33
Rim: 685.88 Inv: 679.46
"35 MPH"
Sign
"Borough Of Bloomfield Est. 1831"
Sign
"Borough Of New Bloomfield" Sign
Start Of Segment
"SR 4005"
Sign "Arrow Both Ways"
Sign
PPL Utility Pole
PPL 15345-S39461
PPL Utility Pole
PPL 15354-S39466
PPL Utility Pole (No Number)
"One Way" Sign
"One Way" Sign
"Buckle Up" Sign
PPL Utility Pole
PPL 15374-S39477
.0
0' R.
O .W
.6
8' Ca rtw ay
"Box Truck" Sign
Sign
18" RCP
Inv. 679.26
Inv. 681.99
PennDOT Sign
N/F
LESHER, JOSHUA
A. ETUX
020,086.02-013.000
420 W MAIN ST
N/F
FRITZ, SCOTT E.
& JILL C. B
020,086.02-012.000
418 W MAIN ST
N/F
MOHLER, MAX E.
ET UX
020,086.02-011.000
416 W MAIN ST
N/F
SHEAFFER,
CHARLES L. &
SHEILA M.
020,086.02-010.000
414 W MAIN ST
N/F
PENNDOT
020,086.02-004.000
413 W MAIN STREET
N/F
RICE, MATTHEW M.
020,086.02-005.000
417-419 W MAIN ST
"Speed Limit 30" Sign
Utility Pole (No Number)
Existing 4" CIP Water Main 6' Stub
Rice Memorial Works
19.93' R.O.W.
ST
ST
ST
ST
ST
V W
W
W
W
W W W W W W W W W W W W W W W W
W
W
W
W
CO
LD
S
TO
RA
GE
R
OA
D
S.
R.
PennDOT Existing Legal Right-Of-Way
R.O.W.
E.O.P.
R.O.W.
E.O.P.
-0+18
0+00
1+00
W
W
W
W
W
W W W W W W W W W W W W W W W W W
W
W W
V W V W
V W
V W
V W
V W
V W V W
V W
V W V W
V W
H Y D
V W
8" CROSS
8" PLUG
8"X6" REDUCER
6" GATE VALVE
FIRE HYDRANT
8" GATE VALVE
WATER
SERVICE
(TYP.)
BENDS AS
REQUIRED
8"X4" TEE
4" GATE VALVE
8" DICL-52
-0+18
0+00
1+00
66394
66400
66500
2" WATER
SERVICE
156360 156400 156500 156600 156700 156800 156900 157000-0+78 0+00 1+00 2+00 3+00 4+00 5+00 6+00
"Borough Of New Bloomfield" SIGN
START OF SEGMENT 0610
START WORK
MILL AND OVERLAY
ROADWAY
S.R. 0274
SEG 0610 OFFSET 0125
BLOWOFF
(SEE DETAIL)
4" WATER MAIN
FOR FUTURE
EXPANSION
5.2 0'
LIMIT OF WORK
S.R. 0274
STA 1564+88
SEG 0610 OFFSET 0049
S.R. 0274 SEG 0610 OFFSET 0149 =
S.R. 4005 SEG 0010 OFFSET 0000
2.6
2.6
3.2
4.3
5.5
6.3
6.7
7.1
7.2
7.4
7.5
7.4
6.7
5.7
4.8
-0+50
2.6
0+00
2.5
3.1
1+00
4.3
5.5
2+00
6.2
6.7
3+00
7.0
7.1
4+00
7.3
7.5
5+00
7.4
6.6
6+00
5.7
4.8
MH 33
STA: 1+61.82, West Main St (-9', L)
RIM: 685.4
INV OUT: 679.46
920 L.F. @ 0.52% 6 in. PVC SEWER
Existing Ground
6" Stub
Water Service STA: 3+00.00 Water Service
STA: 4+05.41
2" Water Service
STA: 5+61.01
Water Service
STA: 5+82.00
℄ C
OL
D
ST
OR
AG
E
RO
AD
Existing 4" CIP Water Main
Water Service
STA: 2+84.07
FIRE HYDRANT
8" GATE VALVE
WATER SERVICE
STA: 1+47.87
3/4" WATER SERVICE
(REPLACE EXISTING)
STA: 2+84.07
WATER SERVICE
STA: 2+94.09
4'
MI
N.
PROPOSED 8" DICL-52
8"X4" TEE
STA: 3+93.88
PLACE AT
CONSTRUCTED HIGH
POINT
WATER SERVICE
(REPLACE EXISTING)
STA: 4+05.41
2" WATER SERVICE
(REPLACE EXISTING)
STA: 5+61.01 WATER SERVICE
(REPLACE EXISTING)
STA: 5+82.00
8" CROSS
PLUG
SE
G.
OF
F.
Connection to Cold Storge Road
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-2.01
SITE PLAN - WEST MAIN STREET
STA 0+00 TO 6+50
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
SE
E
SH
EE
T C-
2.0
SEE SHEET C-2.03
SE
E
SH
EE
T C-
2.0
SSSSSSSSSSSSSSSSSS
EEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E
E
E
E
E
E
PLPL
V W
V W
V W
V W
V W
V W
V W
V W
V W
S
H
Y D
PPL Utility Pole
PPL 15385-S39482
PPL Utility Pole PPL 15397-S39488 Light Post
PPL Utility Pole PPL 15410-S39495 Light Post PPL Utility Pole
PPL 15424-S39502
"One Way" Sign "One Way" Sign PPL Utility Pole
PPL 15408-S39489
Light Post
"Box Truck" Sign
N/F
WOOD, NICOLE M.
020,086.02-009.000
412 W MAIN ST
N/F
CAMPBELL, LAURA
020,086.02-008.000
408 W MAIN ST N/F
DUM, BRENTEN S.
ET AL
020,086.02-007.000
406 W MAIN ST
N/F
MYERS, BERNARD
E. ET UX
020,086.02-006.000
324 W MAIN ST
N/F
SMITH, DONALD L.
& JENNIFER A. JR.
020,086.04-059.000
318 W MAIN ST
N/F
WEIGL, ANN M. &
PETER D.
020,086.04-062.000
323 W MAIN ST
N/F
HOLLENBECK,
MATTHEW &
BRITTANY LUTZ
020,086.02-002.000
401 W MAIN ST
N/F
HAIR, JOHN W.
020,086.02-003.000
407 W MAIN ST
Existing 4" CIP Water Main
LO
CU
ST
S
T.
.0 0'
R.
O
.W
.5
4' Ca rtw ay
ST
ST
" R
CP
CB-32 (Double) Top: 680.36 Inv: 678.36
CB-33
Top: 679.28 Inv: 676.70
Existing 6" CIP Water Main
Existing 6" CIP Water Main
W
W W
W W W W W W W W W W W W W W W W W W W W
MH-32
Inv: 680.81
PennDOT Existing Legal Right-Of-Way
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
W W W W W W W W W W W W W W W
V W W
V W W
V W W
V W
W
V W
V W
V W
V W
V W
WATER
SERVICE
(TYP.)
8" DICL-52
8"X8" TEE
PLUG
8"
GATE
VALVE
8" TEE
2 - 8"X6" REDUCER
2 - 6" CONNECTION
(CONNECTION NO. 1)
6" INSERTION VALVE
157100 157200 157300 157400 157500 157600 157636 7+00 8+00 9+00 10+00 11+00 11+98
END WORK
MILL AND OVERLAY
S.R. 0274
SEG 0610 OFFSET 1108
LIMIT OF WORK END
MILL AND OVERLAY
S.R. 0274
SEG 0610 OFFSET 1198
4.8
3.9
3.1
2.5
2.2
1.9
1.6
1.4
1.1
1.1
0.8
4.8
7+00
3.8
3.0
8+00
2.5
2.2
9+00
1.8
1.5
10+00
1.4
1.0
11+00
1.0
0.8
11+98
MH-32
STA: 10+85.62, West Main St (-9', L)
RIM: 680.7
INV IN: 674.70 (MH 33)
Water Service
STA: 6+81.25
Water Service STA: 7+99.06 Water Service
STA: 8+47.33
Water Service STA: 8+92.04 Water Service
STA: 10+46.68 Water Service STA: 10+77.42 Existing 6" CIP Water Main
STA: 11+13.20
Water Service
STA: 11+90.36
920 L.F. @ 0.52% 6 in. PVC SEWER
15" RCP
INV. 677.81
Existing 4" CIP Water Main
Existing 6" CIP Water Main
WATER SERVICE
(REPLACE EXISTING)
STA: 6+81.25 WATER SERVICE
(REPLACE EXISTING)
STA: 7+99.06
WATER SERVICE
(REPLACE EXISTING)
STA: 8+47.33
WATER SERVICE
(REPLACE EXISTING)
STA: 8+92.04
WATER SERVICE
(REPLACE EXISTING)
STA: 10+46.68
WATER SERVICE
(REPLACE EXISTING)
STA: 10+77.44
" M
IN
8" GATE VALVE
8" TEE
STA: 10+98.96 8" PLUG
STA: 11+03.27
PROPOSED 8" DICL-52
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-2.02
SITE PLAN - WEST MAIN STREET
STA 6+50 TO 11+98
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
SE
E
SH
EE
T C-
2.0
SE
E
SH
EE
T C-
ES
T
HI
GH
S
TR
EE
T
W
EST MAIN STREET - (S.R. 0274)
X
X X
X X
X
X
S
S
S
S
S
S S S S S S S S S S S S S S S S S S
S S
S S
S
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
W
E
E E
E E
E
E
E
COM
COM
COM
COM
COM
COM
COM
COM
E
E
E
E
E E E E E E E E E E
COMCOMCOMCOMCOM
E
E
E
E
E
E
E
E
PL
PL
PL
V W
V W
V W
V W
HY
D
S S
V W
PPL Utility Pole
PPL 15294-S39499
PPL Utility Pole
PPL 15312-S39482
PPL Utility Pole
PPL 15309-S39479
Utility Pole (No Number)
PPL Utility Pole
PPL 15302-S39480
Utility Pole
(No Number)
"No Passing" Sign
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15345-S39461
"Adopt A Highway" Sign"35 MPH"
Sign
"Box Truck" Sign
"Arrow Both Ways" Sign
"SR 4005"
Sign
MH 33
Rim: 685.88 Inv: 679.46
18" RCP
Inv. 681.99
N/F
PATTERSON, JOHN
J. V. ETUX
020,086.01-011.000
423 W HIGH ST
N/F
NERHOOD, STEVEN A. &
AMANDA G.
020,086.02-014.000
3928 COLD STORAGE ROAD
N/F
LESHER, JOSHUA
A. ETUX
020,086.02-013.000
420 W MAIN ST
N/F
RICE, MATTHEW M.
020,086.02-005.000
417-419 W MAIN ST
"Stop" Sign
W
ES
T
MA
IN
S
TR
EE
T
S.
R.
COLD STORAGE ROAD - (S.R. 4005)
6' Stub
.9
3' R.
O .W
.7
8' Ca rtw ay
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
ST
ST
ST
ST
Existing 4" CIP Water Main
Inv. 681.03
V W
W
W
W
W
W
W
W
W W W W W W W W W W W W W
W
W
.0
0' R.
O .W
MH-47
Inv: 689.31
COLD STORAGE ROAD - (S.R. 4005)
MONUMENT
Landscaped AreaPennDOT Existing Legal Right-Of-Way
Little Buffalo Creek
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
E.O.P.
R.O.W.
-0+18 0+00 1+00 2+00 3+00 4+00
5+00
W W W W W W W W W W W W W
W
W
W
W
W
V W
V W
V W
V W
V W
V W
HY
D
V W
V W
W
V W H Y D
W W
W W
W V W
V W
V W
V W
8" CROSS
8" PLUG
8"X6" REDUCER
6" GATE VALVE
FIRE HYDRANT
8" GATE VALVE
BENDS
AS
REQUIRED
WATER
SERVICE
(TYP.)
6" GATE VALVE
FIRE HYDRANT
8" TEE
8" GATE VALVE
8" TEE
8"X6" REDUCER
8" GATE VALVE
8"X6" TEE
8" PLUG INSTALL 6" LINE STOP
(PART OF CONNECTION
NO. 2)
REMOVE EXISTING HYDRANT
6" TAPPING
SLEEVE AND
VALVE (PART OF
CONNECTION
NO.2)
-0+18 0+00 1+00 2+00 3+00 4+00
5+00 66394
66400
66500 66600 66700 66800 66900 0+00
1+00
1+
2+
START WORK
MILL AND OVERLAY
S.R. 4005
SEG 0010 OFFSET -0005
END WORK
MILL AND OVERLAY
S.R. 4005
SEG 0010 OFFSET 0443
LIMIT OF WORK
S.R. 4005
SEG 0010 OFFSET 0000
5.5
5.2
5.1
5.2
5.7
6.4
7.4
8.5
9.6
0.6
-1+00 0+00
5.5
5.2
1+00
5.0
5.2
2+00
5.7
6.4
3+00
7.3
8.4
4+00
9.5
4+50
0.6
℄ W
ES
T
HI
GH
S
TR
EE
T
MH-47
STA: 4+03.55, Cold Storage Rd (13', R)
RIM: 689.4
INV IN: 683.57 (MH-1)
INV OUT: 683.37
396 L.F. @ 0.98% 8 in. PVC SEWER
STRUCTURE - (4)
STA: 0+03.63, Cold Storage Rd (15', R)
RIM: 685.4
INV IN: 679.46 (MH-47)
Existing 4" CIP Water Main
Existing Ground
Ex. 18" RCP Sta: 0+85.76
INV. 681.50
Existing 4" CIP Water Main
Water Service
STA: 1+01.39
Water Service
STA: 1+62.85
Water Service
STA: 2+63.79
℄ W
ES
T
MA
IN
S
TR
EE
T
8" CROSS
8" GATE VALVE
WATER SERVICE
(REPLACE EXISTING)
STA: 1+01.38
WATER SERVICE
(REPLACE EXISTING)
STA: 1+62.85
WATER SERVICE
(REPLACE EXISTING)
STA: 2+63.79
8" GATE VALVE 8" TEE
" M
IN
PROPOSED 8" DICL-52
SE
G.
OF
F.
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-2.03
SITE PLAN - COLD STORAGE
ROAD STA 0+00 TO 5+00
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
SEE SHEET C-2.01
SE
E S
HE
ET
C -2.
SE
E
SH
EE
T C-
COLD STORAGE ROAD - (S.R. 4005)
S
S
S
S
S
S
S
S
S
S S
E
E
E
E
E
E
E E E E E E E E E E E E
E
E E E E E
COMCOMCOMCOMCOM
E
E E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
COM
COM
COM
E E
COM
COM
COM
COM
COM
COM
COM
COM
E E
E
PL
P L
PL
HY
D
SS
S
ST ST ST
ST
ST
"Karns Center" Sign
Stop Sign
"Mahanoy Centre" Sign
Existing 24" CMP PPL 15269-S395494
Overhead Electric Line
Existing 30" CMP
Sign PPL Utility Pole
PPL 15283-S39524
PPL Utility Pole PPL 15280-S39521PPL Utility Pole
PPL 15285-S39509
PPL Utility Pole
PPL 15294-S39499
PPL Utility Pole
PPL 15312-S39482
PPL Utility Pole
PPL 15302-S39480
Sign
.0
0' R.
O .W
Inv.: 696.60
Inv.: 695.97
"Buckle Up" Sign 21.27'
Cartway
Inv.: 702.64Inv.: 702.28
N/F
DAK-SON, LLC
050,086.01-017.001
100, 106, 112 CENTRE DRIVE
N/F
ECKERT, P. ASHLEY
050,086.00-028.000
3872 COLD STORAGE ROAD
N/F
LDS CHURCH ESTATE
DIVISION 050,086.01-016.000
3787 COLD STORAGE ROAD
N/F
SUTCH, TERRY E.
020,086.01-015.000
420 W HIGH ST
Ce nt re D riv e
24" RCP
Inv.: 690.21
Inv.: 690.29
420 3787
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
25' SAN. SEWER ESMT.
D.B. 1357 PG. 287
25' SAN. SEWER ESMT.
D.B. 1357 PG. 283
PPL Utility Pole
PPL 15294-S39499
W
W
MH CT-2
Rim: 692.0 Inv: 686.9
MH-1
Inv: 692.21
MH-47
Inv: 689.31
Landscaped Area
PennDOT Existing Legal Right-Of-Way
Little Buffalo Creek Little Buffalo Creek
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
E.O.P.
R.O.W.
4+00
5+00
6+00
7+00 8+00 9+00 10+00 11+00
W
W
W
V W
H Y D
W
W
W
W
W
W
W W W W W W W
W W W
W W W W W
V W
V W H Y D
V W
V W
V W
V W
20' MIN. PERMANENT
WATER LINE
EASEMENT
30' MIN. TEMPORARY
CONSTRUCTION
EASEMENT
8" GATE VALVE
8"X6" TEE
PLUG
6" GATE VALVE
FIRE HYDRANT
6" GATE VALVE
FIRE HYDRANT
8" GATE VALVE
8" TEE
8" GATE VALVE
8" TEE
8"X6" REDUCER
INSTALL 6" LINE STOP
(PART OF CONNECTION
NO. 2)
REMOVE EXISTING HYDRANT
6" TAPPING SLEEVE AND
VALVE (PART OF
CONNECTION NO.2)
8"X6" TEE
8" PLUG
4+00
5+00
6+00
7+00 8+00 9+00 10+00 11+00
66800
66900
67000 67100 67200 67300 67400 67500
0+00
1+00
2+00 3+00 4+00 5+00
6+00 6+53
END WORK
MILL AND OVERLAY
S.R. 4005
SEG 0010 OFFSET 0443
LIMIT OF WORK
S.R. 4005
STA 675+76
SEG 0010 OFFSET 1173
COLD STOREAGE ROAD - OFF-ROAD WATERLINE PROFILE
8" GATE VALVE
9.8
0.2
1.0
1.8
2.8
4.0
5.3
6.8
8.5
8.7
9.8
1.6
2.6
3.6
-0+50 0+00
9.7
0.2
1+00
0.9
1.7
2+00
2.7
4.0
3+00
5.2
6.8
4+00
8.4
8.7
5+00
9.7
1.6
6+00
2.6
3.6
7+00
182 L.F. @ 0.73% 8 in. PVC SEWER
MH-1
STA: 5+92.14, Cold Storage Rd (28', R)
RIM: 692.5
INV IN: 685.19 (MH CT-2)
INV OUT: 684.92
37 L.F. @ 4.15%
8 in. PVC SEWER
MH CT-2
STA: 6+34.79, Cold Storage Rd (38', R)
RIM: 692.0
INV OUT: 686.90
SLOPE 0.0160 ft/ft
30 in. REINFORCED CONCRETE PIPE DRAIN
INV. 693.47
INV. 694.10
PROPOSED 8" DICL-52
TEE
FIRE HYDRANT
FIRE HYDRANT
SE
G.
OF
F.
PLUG
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-2.04
SITE PLAN - COLD STORAGE
ROAD OFF-ROAD WATERLINE
HORIZONTAL
1"=25'
VERTICAL
1"=5'0 25 50 FEET 0 5 10 FEET
SE
E
SH
EE
T C-
2.0
SE
E
SH
EE
T C-
30 20 10 0 10 20 30
LC
EX. 8" SANITARY
SEWER MAIN
2% SLOPE 2% SLOPE
EXISTING PAVEMENT
10'-0" 10'-0"
LEGAL R/W 33'
CARTWAY WIDTH
30 20 10 0 10 20 30
LC
4.0' MIN. COVER
6.0'
EX. 8" SANITARY
SEWER MAIN
2% SLOPE 2% SLOPE4%
4%
EXISTING PAVEMENT
VARIABLE
12'-0" 12'-0"
4'EX. 4"
WATER MAIN
PROPOSED 8"
WATER MAIN
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE
COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS,
25.0 MM MIX, 5" MIN. DEPTH OR MATCH
EXISTING PAVEMENT WHICHEVER IS GREATER
(USE 7" FOR BID PURPOSES)
SUPERPAVE ASPHALT MIXTURE DESIGN,
BINDER COURSE, PG 64S-22, 3 TO < 10
MILLION ESALS, 19.0 MM MIX, 2 12" DEPTH
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG
64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-H
LEGAL R/W 66'
SHOULDER
TRANSITION
CARTWAY WIDTH
4'-10'
VARIABLE
9'-10'
SHOULDER
TRANSITION
VARIABLE 5'-7'
OFF SHOULDER
EX. 4"
WATER MAIN
4.0' MIN. COVER
6.0'
4'EX. 4"
WATER MAIN
PROPOSED 8"
WATER MAIN
5'
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE
COURSE, PG 64S-22, < 0.3 MILLION ESALS, 25 MM
MIX, 5" DEPTH OR MATCH EXISTING PAVEMENT
WHICHEVER IS GREATER
USE 7" FOR BID PURPOSES
SUPERPAVE ASPHALT MIXTURE DESIGN,
BINDER COURSE, PG 64S-22, < 0.3 MILLION
ESALS, 19 MM MIX, 2 1/2" DEPTH, SRL-H
SUPERPAVE ASPHALT MIXTURE DESIGN, LANE WIDTH MILL AND
OVERLAY, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 12.5
MM MIX, 2" DEPTH, SRL-H
30 20 10 0 10 20 30
LC
4.0' MIN. COVER
6.0'
EX. 8" SANITARY
SEWER MAIN
2% SLOPE 2% SLOPE4%
4%
EXISTING PAVEMENT
VARIABLE
12'-0" 12'-0"
4'EX. 4"
WATER MAIN
PROPOSED 8"
WATER MAIN
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG
64S-22, 3 TO < 10 MILLION ESALS, 25.0 MM MIX, 5" MIN. DEPTH
OR MATCH EXISTING PAVEMENT WHICHEVER IS GREATER
(USE 7" FOR BID PURPOSES)
SUPERPAVE ASPHALT MIXTURE DESIGN,
BINDER COURSE, PG 64S-22, 3 TO < 10
MILLION ESALS, 19.0 MM MIX, 2 12" DEPTH
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG
64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-H
LEGAL R/W 66'
SHOULDER
TRANSITION
CARTWAY WIDTH
4'±
VARIABLE
4'±
SHOULDER
TRANSITION
VARIABLE 5'-7'
OFF SHOULDER
SURFACE TREATMENT PG 64S-22
TYPE 2A MODIFIED STONE TO FULL DEPTH OF FLEXIBLE
PAVEMENT (USE 11" FOR BID PURPOSES)
SUBBASE MATERIAL INCIDENTAL
VARIABLE
4'±
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-5.01
TYPICAL SECTIONS
EXISTING PAVEMENT
EXISTING PAVING SURFACE (ANY DEPTH)
EXISTING PAVING BASE COURSE (ANY DEPTH)
OR REINFORCED CEMENT CONCRETE PAVEMENT
EXISTING SUBBASE
EXISTING SOILS
EXISTING SUBBASE
TRENCH BACKFILL AND TEMPORARY RESURFACING FOR
PENNDOT AND LOCAL MUNICIPAL ROADWAY
NOT TO SCALE
A
PERMANENT PAVEMENT RESTORATION DETAIL FOR LOCAL ROADWAYS
NOT TO SCALE
B
PERMANENT PAVEMENT RESTORATION DETAIL FOR STATE HIGHWAY
NOT TO SCALE
C
TRENCH BACKFILL FOR NON-PAVED AREAS
NOT TO SCALE
D
TYPICAL TRENCH RESTORATION DETAIL
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
E
NOTE:
1. BACKFILL TO BE TESTED TO 100% COMPACTION.
PROPOSED WATER MAIN
DIRECT BURIED AND BEDDED IN
SAND TO 6" ABOVE THE PIPE, 48"
MIN. COVER TO TOP OF PIPE
UNLESS OTHERWISE NOTED.
1'-0"
MIN.
1'-0"
MIN.
TRENCH WIDTH *
** 6" IN EARTH
3" IN ROCK
6" M
IN
2A COARSE AGGREGATE
SUBBASE, OR MATCH EXISTING,
WHICHEVER IS GREATER
TA
MP
IN
4"
LI
FT
S
INITIAL SAW CUT
RESTORE IN ACCORDANCE WITH
APPROPRIATE SURFACE
RESTORATION DETAILS
TREE LAWN & GRASS BERM RESTORATION DETAIL
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
F
TRENCH WIDTH *
4" TOPSOIL & RESEED W/PADOT
FORMULA "B" @21#/1000 SY
EXISTING
EARTH, TYP.
REFER TO TRENCH
RESTORATION DETAIL
TEMPORARY PAVEMENT RESTORATION
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
G
EXISTING WEARING COURSE
EXISTING BASE COURSE
EXISTING SUBBASE
SUBBASE ( IF EXISTING)
INITIAL SAW CUT
6" M
IN
1'-0"
MIN.
1'-0"
MIN.
TRENCH WIDTH
** 6" IN EARTH
3" IN ROCK
NOTE:
1. BACKFILL TO BE TESTED TO 100% COMPACTION.
MIN. OF 1.5" HOT OR WARM
MIX WEARING COURSE
2A COARSE AGGREGATE
SUBBASE, OR MATCH EXISITNG,
WHICHEVER IS GREATER
PROPOSED WATER MAIN
DIRECT BURIED AND BEDDED IN
SAND TO 6" ABOVE THE PIPE,
48" MIN. COVER TO TOP OF PIPE
UNLESS OTHERWISE NOTED.
MIN. OF 2" HOT OR WARM
MIX BINDER COURSE
EXISTING BINDER COURSE (ANY DEPTH)
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-7.01
DETAILS
LANE WIDTH MILL & OVERLAY DETAIL
(FLEXIBLE PAVEMENT, NO CURB)
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
B
NOTE:
1. PAVEMENT CONSTRUCTION TO BE REPLACED IN KIND, REFER TO PAVEMENT HISTORY.
2. ALL PAVEMENT MARKINGS TO BE REPLACED IN KIND.
TRENCH WIDTH *
1'-0"
MIN.
1'-0"
MIN.
SEAL WITH PG 64S-22 TYP.
INITIAL SAW CUT
MAINTAIN
EXISTING SLOPE
LIMIT MILL & OVERLAY LANE WIDTH
REFER TO TYPICAL
SECTIONS SHEET
C-5.01
REFER TO TYPICAL SECTIONS
SHEET C-5.01
REFER TO TYPICAL SECTIONS
SHEET C-5.01
FI
NA
L
SA
W
CU
T
REFER TO TRENCH
RESTORATION DETAIL
REFER TO
TYPICAL
SECTIONS SHEET
C-5.01
TYPICAL TRENCH RESTORATION DETAIL
(FOREIGN UTILITY PIPE CROSSING)
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
A
NOTE:
1. MAINTAIN 12" MINIMUM VERTICAL CLEARANCE BETWEEN PROPOSED
WATER MAIN AND FOREIGN UTILITY PIPE.
2. BACKFILL TO BE TESTED TO 100% COMPACTION.
PROPOSED WATER MAIN
DIRECT BURIED AND BEDDED IN
SAND TO 6" ABOVE THE PIPE, 48"
MIN. COVER TO TOP OF PIPE.
1'-0"
MIN.
1'-0"
MIN.
TRENCH WIDTH *
** 6" IN EARTH
3" IN ROCK
6" M
IN
" M
IN
. C
LE
AR
AN
CE
OR
A
S
NO
TE
D
ON
P
RO
FI
LE
2A COARSE AGGREGATE
SUBBASE, OR MATCH EXISTING,
WHICHEVER IS GREATER
TA
MP
IN
4"
LI
FT
S
EX. UTILITY PIPE
INITIAL SAW CUT
RESTORE IN ACCORDANCE WITH
APPROPRIATE SURFACE
RESTORATION DETAILS
DRIVEWAY RESTORATION &
TOWNSHIP/BOROUGH ROAD RESTORATION
NOT TO SCALE
*DIMENSION AS NOTED ON PLANS
C
NOTE:
1. EXPOSED VERTICAL & HORIZONTAL SURFACES SHALL BE PREPARED AS PER
PUB 408, SECTION 409.3(g).
2. MINIMUM 1' PAVEMENT CUTBACK, EXCAVATE OLD & TEMPORARY MATERIAL.
RE-COMPACT SUBGRADE, TACK COAT ALL VERTICAL EDGES. INSTALL ONLY
BASE COURSE IN ONE DAY.
REFER TO TRENCH
RESTORATION DETAIL
6" 2A COARSE AGGREGATE
SUBBASE, OR MATCH EXISTING
WHICHEVER IS GREATER
SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE
COURSE, PG 64S-22, <0.3 MILLION ESALS, 25.0 MM
MIX, 4" OR MATCH EXISTING WHICHEVER IS GREATER
SAW CUT AND SEAL WITH
PG 64S-22 TYP.
SUPERPAVE ASPHALT MIXTURE DESIGN, WMA
WEARING COURSE, PG 64S-22, <0.3 MILLION
ESALS, 9.5 MM MIX, 1-1/2" DEPTH, SRL-L, OR
MATCH EXISTING, WHICHEVER IS GREATER.
TRENCH WIDTH *
1'-0"
MIN.
1'-0"
MIN.
CURB STOP
CONCRETE
PAVED ROADWAY
CORPORATION
STOP
WATER
MAIN
NOTE:
CURB
TYPE K COPPER HOUSE
(SNAKE IN TRENCH)
SERVICE LINE
CURB
BLOCK
EACH SIDE
CUT PIPE AS REQ'D
CENTER ADJUSTABLE CURB VALVE BOX OVER OPERATING
NUT OF VALVE. SET PLUMB AND FLUSH WITH FINISHED
SURFACE. REST BOX AND VALVE ON STONE BEDDING, OR
CONCRETE BLOCK.
PROVIDE SS RISER
ROD/EXTENSION
SADDLE REQUIRED FOR PVC
MAINS OR MAINS LESS THAN 4'
"A" "A" 4' C
O
VE
R
8' C
O
VE
R
"A" "A"
"B"
"B"
"A"
"A"
D.I.C.L. BEND BEND BEND BEND
11 1/4° 22 1/2° 45° 90°
4" 1' 2' 4' 10' 6" 2' 3' 6' 14' 8" 2' 4' 8' 18'
10" 3' 5' 9' 21' 12" 3' 5' 11' 25' 16" 4' 7' 14' 32'
HORIZONTAL BENDS
D.I.C.L. "A" "B" "A" "B"
22 1/2° BEND 45° BEND
4" 4' 1' 9' 3' 6" 6' 2' 12' 3' 8" 8' 2' 16' 4'
10" 9' 3' 19' 5' 12" 11' 3' 22' 6' 16" 14' 4' 28' 7'
VERTICAL BENDS
D.I.C.L. "A" D.I.C.L. "A" 6"X4" 15' 12"X6" 39' 8"X4" 27' 12"X8" 28' 8"X6" 16' 12"X10" 16' 10"X4" 37' 16"X4" 63' 10"X6" 28' 16"X6" 57' 10"X8" 15' 16"X8" 50'
REDUCERS
12"X4" 46' 16"X10" 41'
16"X12" 29'
D.I.C.L. "A" 4" 20' 6" 29' 8" 38' 10" 45' 12" 53' 16" 68'
DEAD ENDS
FIELD LOK
MEGALUG
FIELD LOK
MEGALUG
FIELD LOK
MEGALUG
FIELD LOK MEGALUG
PLUG
1. SCHEDULES INDICATE THE
DISTANCE OF PIPE LENGTHS TO
BE RESTRAINED ON EACH SIDE
OF FITTING.
2. FOR CONDITIONS OTHER THAN
THOSE PRESENTED ON THESE
NOTE:
TABLES, CONSULT ENGINEER.
"A" DIMENSION
GROUND LINE
4' -6
" M
IN
. C O
VE
R
NOT DIRECTLY ON VALVE.TRENCH
BLOCK W/MEGALUG
RETAINER GLAND
TEE
HYDRANT
JOINT NON-RISING
STEM GATE VALVE
6" MECHANICAL
CONCRETE
WEDGES
M.J. FITTINGS
LENGTH AS REQUIRED
FIELD LOK RETAINER
FIRE HYDRANT ASSEMBLY PAY ITEM
GASKET SYSTEM AS REQ'D
EMBEDMENT
STONE
6" D.I.C.L.
PIPE
EDGE OF
CAST ON IT
W/WORD WATER
C.I. COVER AS REQUIRED
ADJUSTABLE VALVE BOX,
CENTER OVER OPERATING NUT
OF VALVE. SET PLUMB AND
FLUSH WITH FINISHED SURFACE.
REST BOX ON STONE BEDDING,
TRENCH
BLOCK
M.J. FITTINGS
W/MEGALUGS
CONCRETE
WEDGES
EDGE OF
BURY LINE
HYDRANT
TO BE PLUMB
R-O-W
LINE
TYPICAL WATER HOUSE CONNECTION
NOT TO SCALE
D
JOINT RESTRAINT LENGTHS
NOT TO SCALE
G
TYPICAL FIRE HYDRANT ASSEMBLY
NOT TO SCALE
E
W/ENLARGED BASE
CURB BOX
ADJUSTABLE
FILL BOX
WEDGE
2" DIA.
GALVANIZED
W/ 1B STONE
1/8" BLEED
HOLE
EMBEDMENTCAP
TAPPED STONE
CONC.
TO CAP
WOOD BLOCK
EACH SIDE
LINTEL OR
GROUND LINE
WEDGE
FILL BOX
W/ 1B STONE
CONC. LINTEL
OR WOOD BLOCK
EACH SIDE
EMBEDMENT
STONE
2" STD. GALV.
PIPE CAP
EMBEDMENT
STONE
LINE
VALVE
2' NIPPLE
TAPPED
CAP
2' NIPPLE
C.I. COVER W/ WORD
"WATER" CAST ON IT.
VALVE
LINE
2" DIA. GALVANIZED PIPE
PIPE
BLOWOFF INSTALLATION
NOT TO SCALE
F
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-7.02
NOTES:
1. GRUBBING SHALL NOT TAKE PLACE WITHIN 50 FEET OF TOP-OF-BANK UNTIL ALL MATERIALS REQUIRED TO COMPLETE
CROSSING ARE ON SITE AND PIPE IS READY FOR INSTALLATION.
2. PIPE CULVERT FOR ACCESS ROAD AND FLUME PIPE MAY BE ONE CONTINUOUS PIPE.
3. TRENCH PLUGS SHALL BE INSTALLED WITHIN THE TRENCH ON BOTH SIDES OF THE STREAM CHANNEL (STANDARD
CONSTRUCTION DETAIL #13-4).
4. WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER FILTER BAG OR SEDIMENT
TRAP PRIOR TO DISCHARGING INTO ANY SURFACE WATER.
5. HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET BACK FROM THE TOP
OF STREAMBANK.
6. ALL EXCESS EXCAVATED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE STREAM CROSSING AREA.
7. ALL DISTURBED AREAS WITHIN 50 FEET OF TOP-OF-BANK SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF
INITIAL DISTURBANCE FOR MINOR STREAMS OR 48 HOURS OF INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS OTHERWISE AUTHORIZED. APPROPRIATE STREAMBANK PROTECTION SHALL BE PROVIDED WITHIN THE CHANNEL.
TYPICAL UTILITY LINE FLUMED STREAM CROSSING
WITH OPTIONAL ACCESS ROAD
NOT TO SCALE
X X X
X X X
X X
XXX
XXX
X X
50 FT. MIN. 50 FT. MIN.STREAM
BOTTOM
10 FT.
MIN.
10 FT.
MIN.
STONE SURFACE
10 FT.
MIN.
10 FT.
MIN.
TEMP. ACCESS ROAD
PIPE CULVERT WITH CLEAN
STONE FILL OVER CULVERT
BROAD BASED
DIP (TYP.)
FL
OW
TRENCH
TRENCH
PLUGS
TRENCH
SPOIL
TRENCH
SPOIL
FLUME PIPE
SANDBAGS (TYP.)
SEDIMENT
BARRIER (TYP.)
STREAM TOP OF BANKSTREAM TOP OF BANK
STEEL PLATE ANCHORING DETAIL
NOT TO SCALE
A
B
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-7.03
PUMPED WATER FILTER BAG DETAIL
NOT TO SCALE
NOTES
1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.
COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.
2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL
BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND
THE SLOPE OF ITS TRIBUTARY AREA.
3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE
BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
5. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED
SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24
HOURS OF INSPECTION.
6. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S
RECOMMENDATIONS.
7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN
AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
COMPOST FILTER SOCK
NOT TO SCALE
FL
OW
FLO
W
DISTURBED AREA
UNDISTURBED AREA
SECTION
PLAN VIEW
IN
MI
N.
EXISTING
CONTOURS
DISTURBED AREA UNDISTURBED AREA
2 IN. x 2 IN. WOODEN STAKE
PLACED 10 FT. ON CENTERCOMPOST FILTER SOCK
2 IN. x 2 IN. WOODEN STAKE
PLACED 10 FT. ON CENTER
COMPOST FILTER SOCK
BLOWN/PLACED
FILTER MEDIA
NOTES:
1. IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM, RIVER, WETLAND, OR OTHER WATER BODY CROSSINGS.
TRENCH PLUG INSTALLATION
NOT TO SCALE
CL CL
SLOPE
PIPELINE
PIPE
BEDDING
TRENCH BOTTOMPIPE INVERT
TRENCH PLUG SPACING (L)
STANDARD
COMPACTED
BACKFILL
STACKED CLAY, BENTONITE
OR CONCRETE-FILLED
SACKS
FU
LL
T
RE
NC
H
DE
PT
H
IN.
MIN.
SECTION VIEW
PROFILE VIEW
PA DEP EROSION CONTROL MANUAL TABLE 13.1
MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS
TRENCH SLOPE (%)
SPACING
L
(FT)
PLUG MATERIAL
< 5 1000 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
5 - 15 500 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
15 - 25 300 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
25 - 35 200 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
35 - 100 100 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS
> 100 50 CEMENT BAGS (WETTED) OR MORTARED STONE
* TOPSOIL MAY NOT BE USED TO FILL SACKS
TRENCH PLUG
FILTER BAG INLET PROTECTION - TYPE M
NOT TO SCALE
2 FT.
4 FT.
3 F T.
WIDTH
LENGTH
INLET GRATE
1 IN. REBAR FOR
BAG REMOVAL FROM
INLET
EXPANSION RESTRAINT
(1/4 IN. NYLON ROPE)
2 IN X 2 IN. X 3/4 IN.
RUBBER BLOCK
FLOW
STORM
INLET
2:1 MAX
(TYP.)
INSTALLATION DETAIL
PLAN VIEWSECTION VIEW
ISOMETRIC VIEW
NOTES
1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.
2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED
FOR ALL INSTALLATIONS.
3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY
SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT
STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.
4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL
PARTICLES NOT PASSING A NO. 40 SIEVE.
5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE
ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.
6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
BERM
2:1 MAX.
FLOW
6 IN.
MIN.
HEIGHT
3:1
EARTHEN BERM TO BE STABILIZED WITH
TEMPORARY OR PERMANENT VEGETATION
STOCKPILE CONTROL DETAIL
8' (TYP)
' M
AX
8' (MIN.)
NOTES:
1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.
2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE
REQUIRED FOR ALL INSTALLATIONS.
3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED
UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE
RECEIVES FINAL COAT.
4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL
PARTICLES NOT PASSING A NO. 40 SIEVE.
5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF
ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.
6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
FILTER BAG INLET PROTECTION - TYPE C
NOT TO SCALE
C
2 FT.
4 FT.
3 F T.
WIDTH LENGTH
TOP OF CURBFLOW
STORM
INLET
2:1 MAX
(TYP.)
INSTALLATION DETAIL
PLAN VIEW
SECTION VIEW
ISOMETRIC VIEW CURB
EXTEND BERM OVER
CURB IF RUNOFF IS
BYPASSING INLET ON
LANDWARD SIDE
BERM
INLET GRATE SANDBAG, FILTER LOG, COMPOST
SOCK OR FILTER TUBE
EXPANSION RESTRAINT
(14 IN. NYLON ROPE)
2 IN. x 2 IN. x 3/4 IN.
RUBBER BLOCK
1 IN. REBAR FOR BAG
REMOVAL FROM INLET
UTILITY INSTALLATION DETAIL
NOT TO SCALE
D
CFS
CFS CFS CFS CFS CFS CFS CFS CFS
10'-0"
CFS
C
FS
CFS
A
B
E
F
G
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-7.04
E&SC DETAILS
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001 C-7.05
E&SC NOTES
X
X
CO
M
SSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
EEEEEEEEEEEEEEEEEEEEEEEEEEEEE
CO
M
CO
M
CO
M
CO
M
E
W
E
E E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E E
E
E E
E E
V W
V W
V W
V W
V W V
W
V W
E
E
S
ST
V W
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15326-S39450
Utility Pole (No Number)
Utility Pole (No Number)
MH 33
Rim: 685.88 Inv: 679.46
"35 MPH"
Sign
"Borough Of Bloomfield Est. 1831"
Sign
"Borough Of New Bloomfield" Sign
Start Of Segment
"SR 4005"
Sign "Arrow Both Ways"
Sign
PPL Utility Pole
PPL 15345-S39461
PPL Utility Pole
PPL 15354-S39466
PPL Utility Pole (No Number)
"One Way" Sign
"One Way" Sign
"Buckle Up" Sign
PPL Utility Pole
PPL 15374-S39477
.0
0' R.
O .W
.6
8' Ca rtw ay
"Box Truck" Sign
Sign
18" RCP
Inv. 679.26
Inv. 681.99
PennDOT Sign
N/F
LESHER, JOSHUA
A. ETUX
020,086.02-013.000
420 W MAIN ST
N/F
FRITZ, SCOTT E.
& JILL C. B
020,086.02-012.000
418 W MAIN ST
N/F
MOHLER, MAX E.
ET UX
020,086.02-011.000
416 W MAIN ST
N/F
SHEAFFER,
CHARLES L. &
SHEILA M.
020,086.02-010.000
414 W MAIN ST
N/F
PENNDOT
020,086.02-004.000
413 W MAIN STREET
N/F
RICE, MATTHEW M.
020,086.02-005.000
417-419 W MAIN ST
"Speed Limit 30" Sign
Utility Pole (No Number)
Existing 4" CIP Water Main 6' Stub
Rice Memorial Works
19.93' R.O.W.
ST
ST
ST
ST
ST
V W
W
W
W
W W W W W W W W W W W W W W W W
W
W
W
W
CO
LD
S
TO
RA
GE
R
OA
D
S.
R.
PennDOT Existing Legal Right-Of-Way
R.O.W.
E.O.P.
R.O.W.
E.O.P.
-0+18
0+00
1+00
C
FS
CFS CFS
CFS CFS CFS
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
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 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
LODLODLODLODLODLOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLO
D
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LODLODLOD
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
LO
D
LOD
LO
D LO
D
LO
D
LO
D
CFS CFS CFS CFS CFSCFS CFS CFS CFS
CFS CFS
INSTALL FILTER
BAG INLET
PROTECTION
LIMITS OF
TRENCHING
INSTALL FILTER
BAG INLET
PROTECTION
LIMITS OF
TRENCHING
(4' WIDE)
COMPOST FILTER
SOCK (12")
COMPOST FILTER
SOCK (12")
W
W
W
W
W
W W W W W W W W W W W W W W W W W
W
W W
V W V W
V W
V W
V W
V W
V W V W
V W
V W V W
V W
H Y D
V W
FULL DEPTH
SAWCUT LINE
X
SSSSSSSSSSSSSSSSSS
EEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E
E
E
E
E
E
V W
V W
V W
V W
V W
V W
V W
V W
V W
S
H
Y D
PPL Utility Pole
PPL 15385-S39482
PPL Utility Pole PPL 15397-S39488 Light Post
PPL Utility Pole PPL 15410-S39495 Light Post PPL Utility Pole
PPL 15424-S39502
"One Way" Sign "One Way" Sign PPL Utility Pole
PPL 15408-S39489
Light Post
"Box Truck" Sign
N/F
WOOD, NICOLE M.
020,086.02-009.000
412 W MAIN ST
N/F
CAMPBELL, LAURA
020,086.02-008.000
408 W MAIN ST N/F
DUM, BRENTEN S.
ET AL
020,086.02-007.000
406 W MAIN ST
N/F
MYERS, BERNARD
E. ET UX
020,086.02-006.000
324 W MAIN ST
N/F
SMITH, DONALD L.
& JENNIFER A. JR.
020,086.04-059.000
318 W MAIN ST
N/F
WEIGL, ANN M. &
PETER D.
020,086.04-062.000
N/F
HOLLENBECK,
MATTHEW &
BRITTANY LUTZ
020,086.02-002.000
401 W MAIN ST
N/F
HAIR, JOHN W.
020,086.02-003.000
407 W MAIN ST
Existing 4" CIP Water Main
LO
CU
ST
S
T.
.0
0' R.
O .W
.5
4' Ca rtw ay
ST
ST
" R
CP
CB-32 (Double) Top: 680.36 Inv: 678.36
CB-33
Top: 679.28 Inv: 676.70
Existing 6" CIP Water Main
Existing 6" CIP Water Main
W
W
W W W W W W W W W W W W W W W W W W W W
MH-32
Inv: 680.81
PennDOT Existing Legal Right-Of-Way
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
E.O.P.
R.O.W.
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 LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LODLOD
LODLODLODLOD
LO
D
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LO
D
LOD LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
INSTALL FILTER
BAG INLET
PROTECTION
INSTALL FILTER
BAG INLET
PROTECTION
LIMITS OF
TRENCHING
(4' WIDE)
W W W W W W W W W W W W W W W
V W W
V W W
V W W
V W
W
V W
V W
V W
V W
V W
FULL DEPTH
SAWCUT LINE 4'X5' EXCAVATION AREAS TO
EXPOSE EX. UTILITY (TYP.)
AS NOTED NPF
NPF
CJG
2026-05-28
2025-0975
CALL BEFORE YOU DIG!
LOCATED IN
BLOOMFIELD BOROUGH & CENTRE TWP, PERRY COUNTY, PA
WATERLINE REPLACEMENT FOR WEST MAIN ST. &
COLD STORAGE RD. - CONTRACT 2026-A
844-542-4757
P.O. BOX 293
NEW BLOOMFIELD, PA, 17068
BLOOMFIELD
BOROUGH WATER
AUTHORITY
DISCLAIMER:
MD NY OH PA VA WV
www.jhacompanies.com
3705 E TRINDLE RD # 100
CAMP HILL, PA 17001
HORIZONTAL
1"=25'
VERTICAL
1"=5'
0 25 50 FEET
0 5 10 FEET
SE
E
BE
LO
W
SEE SHEET C-8.03
C-8.01
E&SC PLAN - WEST MAIN STREET
SE
E
AB
OV
E
LIMIT OF DISTURBANCE LOD LOD
COMPOSITE FILTER SOCK CFS CFS CFS
INLET PROTECTION
LIMITS OF TRENCHING
4'X5' UTILITY EXCAVATION AREA
LEGEND
ES
T
HI
GH
S
TR
EE
T
W
EST MAIN STREET - (S.R. 0274)
X
X X
X X
X
X
S
S
S
S
S
S S S S S S S S S S S S S S S S S S
S S
S S
S
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
W
E
E E
E E
E
E
E
COM
COM
COM
COM
COM
COM
COM
COM
E
E
E
E
E E E E E E E E E E
COMCOMCOMCOMCOM
E
E
E
E
E
E
E
E
V W
V W
V W
V W
HY
D
S S
V W
PPL Utility Pole
PPL 15294-S39499
PPL Utility Pole
PPL 15312-S39482
PPL Utility Pole
PPL 15309-S39479
Utility Pole (No Number)
PPL Utility Pole
PPL 15302-S39480
Utility Pole
(No Number)
"No Passing" Sign
Utility Pole (No Number)
PPL Utility Pole
PPL 15331-S39455
PPL Utility Pole
PPL 15345-S39461
"Adopt A Highway" Sign"35 MPH"
Sign
"Box Truck" Sign
"Arrow Both Ways" Sign
"SR 4005"
Sign
MH 33
Rim: 685.88 Inv: 679.46
18" RCP
I…
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