1-Drawings for Sanitary Sewer Replacements in Sewersheds 2 7.pdf
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- Sewersheds 2 & 7 Sanitary Sewer Replacement
- Solicitation number
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- Pennsylvania
About this file
This document comprises technical drawings for sanitary sewer replacements in Sewersheds 2 and 7, prepared by or for a Pennsylvania municipality or utility authority undertaking infrastructure rehabilitation. The project involves the replacement of sanitary sewers with new 8-inch, 10-inch, and 15-inch diameter sanitary sewer mains and 6-inch diameter service laterals throughout the specified sewersheds. The drawings serve as design specifications and visual references for contractors bidding on or executing the work, detailing pipe routing, depths, connections, and trench configurations necessary for project implementation. The project scope additionally includes trench road restoration and miscellaneous associated work to restore affected areas to their original condition following pipe installation.
The drawings document the engineering design standards and site-specific conditions required for contractor compliance. As technical construction documents, they establish the baseline specifications against which bid proposals will be evaluated and construction performance will be measured. These drawings are essential reference materials for all prospective bidders and serve as contract documents governing the physical execution of the sanitary sewer replacement work across both sewersheds.
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Text version
SEWERSHEDS 2 & 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY , PENNSYLVANIA
70996
JULY 2026
CREDIT: U.S. GEOLOGICAL SURVEY
DEPARTMENT OF THE INTERIOR/USGS
HANOVER AND McSHERRYSTOWN, PENNSYLVANIA
LOCATION MAP
SCALE: 1" = 2000'
LOCATION MAP
SCALE: 1" = 2000'
PROJECT
LOCATION
20002000
SCALE IN FEET
-0- 4000
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SHEET No.
DRAWING INDEX
DESCRIPTION
COVER
CIVIL/SITE SYMBOLS AND ABBREVIATIONS, GENERAL NOTES AND LEGENDS
G2
C1 C2 C3 C4
PLAN AND PROFILE - SOUTH JEFFERSON STREET
G1
C6 C7
C5
C8
CD1 CIVIL DETAILS
MECHANICSBURG, PENNSYLVANIA
GFT INFRASTRUCTURE, INC.
PLAN AND PROFILE - SOUTH STREET
PLAN AND PROFILE - SOUTH STREET (CONTINUED)
PLAN AND PROFILE - DILLER ROAD
PLAN AND PROFILE - DILLER ROAD (CONTINUED)
PLAN AND PROFILE - DILLER ROAD (CONTINUED)
PLAN AND PROFILE - SOUTH MADISON STREET
PLAN AND PROFILE - LINCOLN DRIVE
CD2 CIVIL DETAILS
CD3 CIVIL DETAILS
G3
INDEX SHEET
TRAFFIC DETOUR PLAN
ES1 EROSION AND SEDIMENT CONTROL DETAILS
ES2 EROSION AND SEDIMENT CONTROL NOTES
STA STATION
TYP TYPICAL
SHT
NTS
PC
OD
MC
MIN
NA
FT
ID
OUTSIDE DIAMETER
SHEET
PLATE
PLUMBING CONTRACT
NOT TO SCALE
NOT APPLICABLE
MINIMUM
MECHANICAL CONTRACT
INSIDE DIAMETER
FOOT OR FEET
CMU
EC
EL or ELEV
CLR
ELEVATION
CONCRETE MASONRY UNIT
ELECTRICAL CONTRACT
CENTERLINE
CLEARANCE
EX EXISTING
SQ SQUARE
GENERAL ABBREVIATIONS
PL
SS
STL
PCCP
PVC
RCCP
FRP
GI
STEEL
STAINLESS STEEL
REINFORCED CONCRETE CYLINDER PIPE
POLYVINYL CHLORIDE PIPE
PRESTRESSED CONCRETE CYLINDER PIPE
GALVANIZED IRON
FIBERGLASS REINFORCED PLASTIC
CMP
CPVC
CU
AL
CI
COPPER
CORRUGATED METAL PIPE
CHLORINATED POLYVINYL CHLORIDE PIPE
CAST IRON
ALUMINUM
DI DUCTILE IRON
MATERIAL ABBREVIATIONS
DIP DUCTILE IRON PIPE
GLDIP GLASS LINED DUCTILE IRON PIPE
CIP CAST IRON PIPE
CISP CAST IRON SOIL PIPE
HDPE HIGH DENSITY POLYETHYLENE
PEX CROSS-LINKED POLYETHYLENE
ACP ASBESTOS CEMENT PIPE
INV INVERT
MAX MAXIMUM
DIA DIAMETER
W WATER
WW WASTEWATER
GC GENERAL CONTRACT
HES HIGH EARLY STRENGTH
WCB
WV
WS
UGT
W
ST
UGE
SWS
S
SD
WATER CURB BOX
UNDERGROUND TELEPHONE
WATER SERVICE
WATER VALVE
WATER
SHORT WATER SERVICE
UNDERGROUND ELECTRIC
SANITARY SEWER
STREET
STORM DRAIN
LA LANE
OE
PM
RTE
RD
OT
MH
NC
MAC
LWS
OVERHEAD ELECTRICAL
PIPELINE MARKER
OVERHEAD TELEPHONE
PROPERTY LINE
ROAD
ROUTE
LONG WATER SERVICE
NETWORK CABLE
MANHOLE
MACADAM
HWY
HYD
G
GV
GCB
D
DR
FH
CIR
CT
GAS CURB BOX
HYDRANT
HIGHWAY
GAS VALVE
GAS
FIRE HYDRANT
DRIVE
DRAIN
COURT
CIRCLE
BLVD
CB
CC
AVE
BIT
CHEMICAL CONDUIT
BOULEVARD
CATCH BASIN
BITUMINOUS
AVENUE
CM CONCRETE MONUMENT
IP IRON PIN
PC POINT OF CURVE
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POE POINT OF ENDING
POL POINT ON LINE
PT POINT OF TANGENT
PVC POINT OF VERTICAL CURVE
POINT OF VERTICAL TANGENTPVT
SS STORM SEWER
CIVIL/SITE ABBREVIATIONS CIVIL/SITE SYMBOLSEXISTING LINE WORK
SANITARY SEWER MAIN TO BE REPLACED
PROPOSED LINE WORK
PROPERTY LINE
TELEPHONE OR ELECTRIC POLE
WATER CURB BOX
EXISTING WATER VALVE
VENT
SIGNAL
SIGN
LIGHT
EXISTING GAS CURB BOX
EXISTING GAS VALVE
CHECK VALVE
CATCH BASIN/INLET
BUTTERFLY VALVE AND VALVE BOX
HYDRANT
BORING
GATE VALVE AND VALVE BOX
CONTROL POINT
TREES, BUSHES AND SHRUBS
BENCH MARK
B-1 B.M.
AIR RELEASE MANHOLE
WV
WATER MAIN AND VALVE
SANITARY SEWER AND MANHOLES S
W W
STORM SEWER AND INLETSS SS
GAS MAIN AND VALVEG G
GV
OVERHEAD ELECTRIC LINEOHE
UNDERGROUND ELECTRIC CABLEUGE UGE
T T
UNDERGROUND TELEPHONE CABLEUGT UGT
OVERHEAD TELEPHONE LINE
MH
AIR LINEA A
MISCELLANEOUS UTILITYC C
FENCEX X
DITCH, STREAM OR SWALE
ONE FOOT CONTOUR INTERVAL
FIVE FOOT CONTOUR INTERVAL
BITUMINOUS ROAD SURFACE AND DRIVES
GRAVEL OR EARTH DRIVES
CONCRETE SIDEWALK OR RETAINING WALL
WOOD OR VEGETATION LINE
PROPERTY LINE
SANITARY FORCE MAINFM FM
WASTEWATER MAINWW WW
WETLANDS
CENTER LINE
RJ RESTRAINED JOINT
MJ MECHANICAL JOINT
TEST PIT
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
GENERAL NOTES:
1. ALL ELEVATIONS REFER TO U.S.G.S. DATUM UNLESS NOTED OTHERWISE.
2. HORIZONTAL CONTROL IS BASED UPON NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT
COORDINATE SYSTEM.
3. VERTICAL DATUM IS NAVD88 USING GEOID18, ELEVATIONS SHOWN ARE IN FEET AND DRAWING UNITS ARE IN US SURVEY FEET. INFORMATION SHOWN HEREIN IS BASED ON SURVEY PERFORMED BY GANNETT FLEMING APRIL
2025 AND JUNE 2026.
4. IT IS ASSUMED THAT LOCATIONS OF PHYSICAL FEATURES, UTILITIES, ETC., FROM INVESTIGATIONS AND FIELD
SURVEYS, ARE APPROXIMATE AND THE NATURE OF MATERIALS IS NOT GUARANTEED.
5. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE JOB.
SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER.
6. LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE SANITARY SEWER INTERCEPTOR CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY LINES, HAND EXCAVATION SHALL BE PERFORMED IN THE VICINITY OF EXISTING ADJACENT PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED BY
CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7. THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM DIRECT OR INDIRECT INJURY ALL PIPES, CONDUITS, TRACKS, UTILITY POLES, GUIDE RAILS, GUARD POSTS, 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 TRENCH. PIPES AND UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE ADEQUATELY SUPPORTED ALONG THEIR ENTIRE EXPOSED LENGTHS.
8. CONTRACTOR SHALL ABIDE BY THE TOWNSHIP'S TRAFFIC CONTROL PLAN. MAINTENANCE OF TRAFFIC SHALL COMPLY WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS 203 AND 408, SECTIONS
107.11 AND 900 RESPECTIVELY.
9. IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AMENDMENT 1996), THIS PROJECT IS CONSIDERED A "COMPLEX PROJECT" AS DEFINED BY THE ACT. AS SUCH THE CONTRACTOR SHALL SCHEDULE AND CONDUCT A PRECONSTRUCTION MEETING WITH ALL OF THE FACILITY OWNERS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY EACH USER (AS DEFINED IN THE ACT) A MINIMUM OF THREE WORKING DAYS IN ADVANCE OF THE TIME
HE INTENDS TO BEGIN EXCAVATION OPERATIONS IN VICINITY OF THE USER'S LINES.
10. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN RIGHT OF WAYS SO AS NOT TO DAMAGE TREES AND SHRUBS THAT ARE TO BE MAINTAINED. ALL SIGNS, MAILBOXES, FENCES, LAWNS, SHRUBS, HEDGES, TREES, OTHER LANDSCAPING, DRIVEWAYS, ETC., DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED IN KIND AT NO ADDITIONAL COST TO THE OWNER.
11. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN TRANSVERSE CROSSING OF WATER MAIN AND
SEWER LINE.
12. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PENNSYLVANIA "EROSION AND SEDIMENTATION POLLUTION CONTROL MANUAL" AND
THE EROSION AND SEDIMENTATION CONTROL PLAN PREPARED FOR THIS PROJECT.
13. PIPE SLOPES ARE CALCULATED FROM INSIDE WALL OF MANHOLE TO INSIDE WALL OF MANHOLE DIVIDED BY
LENGTH OF PIPE. PIPE LENGTH IS FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
14. AT THE END OF EACH WORK DAY, THE EXECAVATED TRENCHES SHALL BE COMPLETELY BACKFILLED AND/OR
STEEL PLATES SHALL BE PLACED OVER THE EXCAVATION.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASS PUMPING OF SEWAGE WHEN REPLACING AND/OR CONNECTING EXISTING SANITARY SEWER SYSTEMS. CONTRACTOR SHALL PROVIDE DIESEL POWERED AUTOMATIC SELF-PRIMING UNITS, PIPING, VALVING, AND ALL NECESSARY APPURTENANCES. A STAND-BY UNIT
SHALL ALSO BE PROVIDED FOR EACH SETUP.
16. THE LOCATION, DEPTH, SIZE, AND TYPE OF EXISTING UTILITIES (ELECTRIC, GAS, TELEPHONE, TV CABLE, WATER, SANITARY SEWERS, STORM SEWERS, ETC.) SHOWN N THE DRAWINGS MAY NOT BE ACCURATE. IN MANY CASES, THE ACTUAL LOCATION AND INVERT OF THESE UTILITIES ARE NOT KNOWN. INDIVIDUAL UTILITY SERVICES FOR HOUSES AND BUILDINS ARE NOT KNOWN OF SHOWN. EXACT LOCATIONS AND DEPTHS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL TEST PIT, AS REQUIRED, TO ESTABLISH THE LOCATION OF THESE FACILITIES SO APPROPRIATE ADJUSTMENT TO THE PROPOSED SANITARY
SEWER DESIGN MAY BE MADE, IF NECESSARY.
17. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AND MAILBOXES DURING THE COURSE OF THE
WORK.
18. CONTRACTOR TO PROVIDE OLD MANHOLE FRAME AND CASTINGS TO CONEWAGO TOWNSHIP MUNICIPAL
AUTHORITY.
19. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AND MAILBOXES DURING THE COURSE OF THE
WORK.
20. MANHOLE TOP ELEVATIONS SHOWN ARE APPROXIMATE. MANHOLES ARE TO BE SET AT STREET GRADE, UNLESS OTHERWISE NOTED.
21. TERMINAL MANHOLE LOCATIONS SHALL BE ADJUSTED TO SUIT LATERAL LOCATIONS AND FIELD CONDITIONS.
22. RESTORATION SHALL INCLUDE BUT NOT BE LIMITED TO STREET BASE RESTORATION, STREET CURB MISCELLANEOUS DRIVEWAY RESTORATION, SEEDING, SHOULDER RESTORATION, LAWN ORNAMENTS, MISCELLANEOUS LANDSCAPING DECOR, ETC.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SURFACE OF THE STREET FROM CONTRACTOR'S
EQUIPMENT.
24. CONTRACTOR SHALL TEST PIT ALL KNOWN EXISTING UTITLITY CROSSINGS PRIOR TO INSTALLING ANY SANITARY SEWER PIPE TO VERIFY EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ASSURE NOT CONFLICT. THE TEST PIT SHALL BE IN THE CONTRACTOR'S UNIT PRICE NO ADDITIONAL COMPENSATION FROM
OWNER TO CONTRACTOR SHALL BE PROVIDED TO PERFORM TEST PITS.
25. LATERAL LENGTHS AND DEPTHS SHOWN ON THE DRAWINGS ARE APPROXIMATE. LATERAL STATIONS THAT ARE SHOWN ON THE DRAWINGS ARE THE APPROXIMATE DISTANCE MEASURED FROM THE EXISTING DOWNSTREAM MANHOLE TO WHERE THE SERVICE LATERAL ENTERS THE AUTHORITY RECORDS. THE ACTUAL LOCATIONS, DIRECTIONS, AND INVERTS OF INDIVIDUAL SEWER SERVICE LATERALS FOR HOUSES AND BUILDINGS ARE NOT KNOWN BUT ARE DEPICTED ON THE DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY. IF NECESSARY, EXACT LOCATIONS AND DEPTHS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL TEST PIT, AS REQUIRED, TO ESTABLISH THE LOCATION OF THESE FACILITIES SO APPROPRIATE ADJUSTMENT TO THE PROPOSED SANITARY SEWER DESIGN MAY BE MADE, IF NECESSARY. REPLACEMENT OF SEWER
LATERALS SHALL BE CONSTRUCTED FROM MAINLINE SEWER TOWARDS THE HOUSE.
26. OBSERVATION TEES ARE TO BE TYPICALLY LOCATED 5-FEET MAXIMUM FROM CURB / EDGE OF PAVEMENT OR STREET'S RIGHT-OF-WAY, UNLESS OTHERWISE DIRECTED BY AUTHORITY REPRESENTATIVE IN THE FIELD.
OBSERVATION TEES AS LOCATED ON THE DRAWINGS MAY NOT BE GRAPHICALLY CORRECT AND ARE NOT INTENDED TO BE SCALED. REFER ALTGERAL DETAILS. ACTUAL LOCATIONS OF THE SERVICE LATERALS AND
CLEANOUTS SHALL BE DETERMINED IN THE FIELD WITH THE AUTHORITY REPRESENTATIVE.
27. ALL EXISTING SANITARY SEWER PIPE IS VCP UNLESS OTHERWISE NOTED.
MANHOLE
RW RAW WATER
WARG WEDGE ACTION RETAINING GLAND
RCP REINFORCED CONCRETE PIPE
CIVIL/SITE SYMBOLS AND ABBREVIATIONS,
GENERAL NOTES AND LEGENDS
LIST OF KNOWN UTILITY OWNERS
NEW FACILITIES SHOWN WITH HEAVIER AND
BOLDER LINEWORK WITH CALLOUTS IN VERTICAL
TEXT. EXISTING FACILITIES SHOW WITH LIGHT
LINE WORK WITH CALLOUTS IN ITALICS TEXT.
LINE COMPOSITIONOHWM ORDINARY HIGH WATER MARK
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
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AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
SANITARY SEWER TO REMAINS S
WORK: CONTRACTOR SHALL REPLACE SANITARY SEWER MAIN, MANHOLES, SERVICE LATERALS FROM THE SEWER MAINS TO ROAD RIGHT-OF-WAY, INSTALL CLEANOUTS, AND RECONNECT TO EXISTING
BUILDING SEWERS AS SHOWN ON THE DRAWINGS AND STATED IN THE SPECIFICATIONS.
SERVICE LATERAL AND CLEANOUT
TO BE CONSTRUCTED
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
ABANDONED GAS MAINAG AG
SANITARY SEWER TO REMAINS S
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
CABLE PROTECTION SERVICES INC
DEBBIE KING
PO BOX 4816
MIDLOTHIAN, VA 23112
804-562-3409
BRIGHTSPEED
BRIGHTSPEED PERSONNEL
1120 S TRYON ST
SUITE 700
CHARLOTTE, NC 28203
704-314-2499
COLUMBIA GAS OF PA INC
LISA COLLINS
1600 DUBLIN RD
COLUMBUS, OH 43215
614-325-5961
HANOVER BOROUGH
DALE AULT
33 FREDERICK ST
HANOVER, PA 17331
717-637-3877
METROPOLITAN EDISON CO/FIRST ENERGY
MELLYSSA ADAMS
341 WHITE POND DR
AKRON, OH 44320
330-252-4013
CONEWAGO TWP MUNICIPAL AUTHORITY
OFFICE PERSONNEL
541 OXFORD AVE
HANOVER, PA 17331
717-637-0411
CP8
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DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.
1" = 100'-0"
100' 200'100'050'
D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _I nd ex
.d w g Pl ot te d:
J ul
0,
- 8 :4
7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC. INDEX SHEET
INDEX
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _T ra ffi c_ D et ou r.d w g Pl ot te d:
J ul
0,
- 8 :4
7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC. TRAFFIC DETOUR PLAN
NOTES
1. TRAFFIC DETOURS AND TRAFFIC DETOUR SIGNS SHALL COMPLY
WITH LATEST VERSION OF PENNDOT'S PUBLICATION 213 AND
CONEWAGO TOWNSHIP REQUIREMENTS.
2. THE ABOVE ROAD CLOSURE IS AN EXAMPLE OF THE MEANS TO
DETOUR TRAFFIC. CONTRACTOR SHALL RELOCATE TRAFFIC
DETOUR SIGNS TO OTHER STREETS AS CONSTRUCTION
PROGRESSES.
LEGEND
DETOUR ROUTE
DETOUR SIGN
SOUTH AVENUE
POPLAR ST
DILLER RD
S J
EF
FE
RS
O
N S
T
SOUTH ST
3RD ST
3RD ST
SOUTH ST
PRINCESS ST
CP5
CP4
W
G
W W W W W W W W W W W W W W W W
W
O H
E O
H E
O H
E
O H
E
O H
E O
H E
W W
W
X
X
W
W
W
W
W
X
X
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
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 S S S S S
W W
W W
W W
W
G G
W
TTTTTTTTTTTTTTTTTTTTT
G
T
T
X
AG
AG
AG
AG
AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG
AG
AG
AG
AG
AG
S. JEFFERSON STREET S. JEFFERSON STREET
S. JEFFERSON STREET
G
G G
G G
G G
G G G G
G G
G G
G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
MW45
RIM:597.16
STA:1+92.07
INV. 589.08 IN - 8"(S)
INV. 589.08 IN - 8"(E)
INV. 588.98 OUT - 8" (N)
INV. 589.25 IN - 8"(S)
INV. 589.83 IN - 8"(E)
INV. 589.24 OUT - 8"(N)
MW17
RIM:600.75
STA:3+94.85
INV. 592.04 IN - 8"(S)
INV. 591.94 OUT - 8" (N)
INV. 592.94 IN - 8"(S)
INV. 592.94 OUT - 8"(N)
MW49
RIM:600.92
STA:200+00.00
INV. 592.99 OUT - 8" (SE)
INV. 594.71 OUT - 8"(N)
INV. 593.99 OUT - 15"(SE)
MANHOLE TO REMAIN
MW41
RIM ELEV.:595.72'
STA:0+00
INV. 588.04 IN - 8"(S)
INV. 588.04 IN - 8"(S)
0+001+002+003+004+005+005+79
0+
1+
0+
1+
MW17A
RIM:601.42
STA:5+55.62
INV. 593.48 OUT - 8"(N)
LO
D
LO
D
LOD
LO
D LO
D
LO
D
LO
D
LO
D
LOD LOD
LO
D
LOD LO
D
LOD LOD LOD LOD LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD
LODLO
D
LOD
LO
D
LO
D
LODLODLODLODLODLODLODLODLOD
LO
DLODLODLOD
-0+250+001+002+003+004+005+006+00
MW17
RIM:600.75
STA:3+94.85
INV. 592.04 IN - 8"(S)
INV. 591.94 OUT - 8" (N)
INV. 592.94 IN - 8"(S)
INV. 592.94 OUT - 8"(N)
MW45
RIM:597.16
STA:1+92.07
INV. 589.08 IN - 8"(S)
INV. 589.08 IN - 8"(E)
INV. 588.98 OUT - 8" (N)
INV. 589.25 IN - 8"(S)
INV. 589.83 IN - 8"(E)
INV. 589.24 OUT - 8"(N)
MANHOLE TO REMAIN
MW41
RIM ELEV.:595.72'
STA:0+00
INV. 588.04 IN - 8"(S)
INV. 588.04 IN - 8"(S)
8" PIPE 181' @ 0.98% SLOPE
8" PIPE 200' @ 1.84% SLOPE
8" PIPE 186' @ 0.62% SLOPE
EXISTING GROUND
EXISTING WATERLINE
(DEPTH UNKNOWN)
EXISTING WATERLINE
(DEPTH UNKNOWN)
MW17A
RIM:601.42
STA:5+55.62
INV. 593.48 OUT - 8"(N)
8" PVC SDR35 PIPE 161' @ 0.92% SLOPE 8" PVC SDR35 PIPE 203' @ 1.44% SLOPE
WS GS GSGSGSGSGSGSGSWSGSGSWS GSGS
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
SOUTH JEFFERSON STREET
PLAN
PROFILE
REFER TO RECONNECTION DETAIL
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
8" PVC SDR35 PIPE 192' @ 0.50% SLOPE
CP6
CP5
O H
E O
H E
O H
E O
H E
O H
E
W W
W W
W W
W
W
W
W
W
W
W
W
W
W W W
W
G G G
XX
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 W
W W W
G
W
X X
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
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 S S S S S S S S S S S
S
S
S
S
S
W
T T
T T
T T
T
T
T
T
T
T
T
T
GG
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G
G GGW W W W W W W W W WG
X
AG
AG
AG
AG
AG
AG
AG
AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG
AG
AG
AG
AG
SOUTH STREET
S . M
A D
IS
O
N S
TR
E
E T
S.
J
EF
FE
R
SO
N S
TR
EE
T
SOUTH STREET
G
G
G
G
G
G
G
G
G
G
G
GG
G G
G
G
G G G G G G G GGGG
GG
G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G
G G
G
G G
G G
MW45
RIM:597.16
STA:1+92.07
INV. 589.08 IN - 8"(S)
INV. 589.08 IN - 8"(E)
INV. 588.98 OUT - 8" (N)
INV. 589.25 IN - 8"(S)
INV. 589.83 IN - 8"(E)
INV. 589.24 OUT - 8"(N)
MW46
RIM:601.30
STA:102+91.26
INV. 591.18 IN - 8"(E)
INV. 591.08 OUT - 8" (W)
INV. 592.08 IN - 8"(E)
INV. 592.08 OUT - 8"(W)
MW47
RIM:600.18
STA:105+85.14
INV. 592.73 IN - 8"(E)
INV. 592.63 OUT - 8" (W)
INV. 593.42 IN - 8"(E)
INV. 593.42 IN - 8"(W)
1+
2+
3+
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
MW47A
RIM:604.96
STA:108+74.01
INV. 597.25 OUT - 8"(W)
LO
D
LOD
LO
D
LOD LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD LOD LOD
LO
D LOD
LO
D LO
D
LOD LOD
LO
D LOD LOD LOD
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LOD LOD
LOD
LO
D
LOD
LO
D
LO
D
LODLO
D
LOD
LO
D
LODLODLODLOD
LO
D
LO
D
LOD
LO
D
LODLODLO
D
LOD
LO
D
LODLODLOD
LO
DLO
D
LODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
99+75 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
RIM:600.18
STA:105+85.14
INV. 592.73 IN - 8"(E)
INV. 592.63 OUT - 8" (W)
INV. 593.42 IN - 8"(E)
INV. 593.42 IN - 8"(W)
MW46
RIM:601.30
STA:102+91.26
INV. 591.18 IN - 8"(E)
INV. 591.08 OUT - 8" (W)
INV. 592.08 IN - 8"(E)
INV. 592.08 OUT - 8"(W)
STA:1+92.07
INV. 589.08 IN - 8"(S)
INV. 589.08 IN - 8"(E)
INV. 588.98 OUT - 8" (N)
INV. 589.25 IN - 8"(S)
INV. 589.83 IN - 8"(E)
INV. 589.24 OUT - 8"(N)
8" PIPE 291' @ 0.77% SLOPE
8" PIPE 294' @ 0.46% SLOPE
8" PIPE 299' @ 1.67% SLOPE
EXISTING GROUND
EXISTING GAS LINE
(DEPTH UNKNOWN)
EXISTING WATERLINE
(DEPTH UNKNOWN)
MW47A
RIM:604.96
STA:108+74.01
INV. 597.25 OUT - 8"(W)
8" PVC SDR35 PIPE 291' @ 0.70% SLOPE 8" PVC SDR35 PIPE 294' @ 0.50% SLOPE
8" PVC SDR35 PIPE 289' @ 1.59% SLOPE
GSGS WS WS GS GS GS GS GS
WS WS WS
GS
GS WS GS WS GS GS WS GS WS GS GSWS WM TS WS WS WS
GS WS GS WS GS GS
GS
WS GS
GS
WS
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
SOUTH STREET
PLAN
PROFILE
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
MW47
CP8
CP7
G
W
W
W
W
G
G
W
W
G
W
W W W
W
W W
G
W W
W W
W
G
T T
T T
T T T T T T
T T
T T
T
T
T
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 S
S S
S S S S S S S S S S W
T OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
G
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 W W W
W W W W W W W
O H
ET T T T T
T
T T
T T T T T T T T
AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG
AG AG AG AG AG AG
SOUTH STREET
SOUTH STREET
G
G
G
G
G
GG
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G
LO
O
T A
V E
N U
E
MW60
RIM:596.28
STA:113+15.25
INV. 592.65 IN - 8"(W)
INV. 592.55 OUT - 10" (E)
INV. 592.65 IN - 8"(W)
INV. 592.76 OUT - 8"(E)
MW61
RIM:598.48
STA:115+11.17
INV. 591.80 IN - 8"(E)
INV. 591.80 IN - 10"(W)
INV. 591.60 OUT - 8" (N)
INV. 591.72 IN - 8"(W)
INV. 591.59 IN - 8"(E)
INV. 591.60 OUT - 8"(N)
MW62
RIM:601.76
STA:117+87.33
INV. 596.21 IN - 6"(NE)
INV. 596.04 OUT - 8" (W)
MW64
RIM:599.76
STA:152+14.08
INV. 590.86 IN - 8"(S)
109+00 110+00
111+00 112+00
113+00 114+00
115+00 116+00
117+00 118+00
MW48
RIM:604.92
STA:108+83.83
INV. 596.91 OUT - 8" (E)
INV. 598.41 OUT - 8"(W)
INV. 598.60 OUT - 8"(E)
0+
1+
2+
2+
IP
LO
D
LOD LOD LOD LOD LOD LO
D LOD
LO
D
LOD
LO
D LOD LOD LOD LOD LO
D
LOD LOD
LO
D
LO
D
LOD LO
D
LOD LO
D
LOD LO
D
LOD
LO
D LOD
LOD LO
D
LOD
LOD
LO
D
LOD
LODLOD
LO
D
LOD
LOD
L
L
D
LODLODLODLODLODLOD
LO
D
LOD
LO
D
LOD
LO
D
LOD
LO
D
LODLO
D
LOD
LO
D
LODLOD
108+75 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00
MW62
RIM:601.76
STA:117+87.33
INV. 596.21 IN - 6"(NE)
INV. 596.04 OUT - 8" (W)
MW61
RIM:598.48
STA:115+11.17
INV. 591.80 IN - 8"(E)
INV. 591.80 IN - 10"(W)
INV. 591.70 OUT - 8"(N)
INV. 591.72 IN - 8"(W)
INV. 591.59 IN - 8"(E)
INV. 591.60 OUT - 8"(N)
MW60
RIM:596.28
STA:113+15.25
INV. 592.65 IN - 8"(W)
INV. 592.55 OUT - 10" (E)
INV. 592.65 IN - 8"(W)
INV. 592.65 OUT - 8"(E)
8" PIPE 431' @ 1.38% SLOPE
8" PIPE 196' @ 0.47% SLOPE 8" PIPE 276' @ 1.62% SLOPE
EXISTING GROUND
MW48
RIM:604.92
STA:108+83.83
INV. 596.91 OUT - 8" (E)
INV. 598.41 OUT - 8"(W)
INV. 598.60 OUT - 8"(E)
NEW MW62
RIM:601.92
STA:117+99.33
INV. 595.24 OUT - 8"(W)
8" DIP PIPE 431' @ 1.00% SLOPE
10" DIP PIPE 196' @ 0.39% SLOPE 8" PVC SDR35 PIPE 288' @ 1.21% SLOPE
REFER TO NOTE 1
REFER TO NOTE 1
GS
GS
WS
WSGS
WS
GS WS
GS WS GS WS WS
WS
GS GSWS WS WS WS WS GS WS GS WS GS WS GS WS WS WSGS
149+75 150+00 151+00 152+00 152+50
EXISTING GROUND
REFER TO RECONNECTION DETAIL
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
SOUTH STREET (CONTINUED)
PLAN
PROFILE NOTE
1. THE SERVICE LATERAL MATERIAL FROM THE MAIN TO THE CLEANOUT SHALL BE
6-INCH DIAMETER DUCTILE IRON PIPE FROM MANHOLE MW48 TO MW60 AND FROM
MW60 TO MW61. THE PIPE MATERIAL SHALL CHANGE FROM DUCTILE IRON PIPE TO
PVC SDR35 PIPE AT THE CLEANOUT AND RECONNECTION TO THE EXISTING
BUILDING SEWER.
2. IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS OF
PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
PROFILE
TO REMAIN
MW64
RIM:599.76
STA:152+14.08
INV.590.86 IN - 8"(S)
MW61
RIM:598.48
STA:150+00.00
INV. 591.80 IN - 8"(E)
INV. 591.80 IN - 10"(W)
INV. 591.70 OUT - 8"(N)
INV. 591.72 IN - 8"(W)
INV. 591.59 IN - 8"(E)
INV. 591.60 OUT - 8"(N)
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
S
8" PIPE 212'@ 0.40% SLOPE
TO BE REMOVED
CP4
CP1
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
W
W
W
W
G
G
G
G
G
W W
W W
W W
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE G
T T
T T
T
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
S
SSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S S
S S
S
OHE
W
W
W W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W
W
W
W
W
W
W
WWW
WW
WWWWW
T
T
T
T
G
G
W
T T
T T
T T
T T
AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
DILLER ROAD
S.
M
AD
IS
O N
ST
RE
ET
S . J
E
FF
E R
S O
N S
TR
E
E T
S.
M
AD
IS
O N
ST
RE
ET
G
G G
G G
G
G
GGG
G
GG
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G G
G G
G G
MW49
RIM:600.92
STA:200+00.00
INV. 592.99 OUT - 8" (SE)
INV. 594.71 OUT - 8"(N)
INV. 593.99 OUT - 15"(SE)
MW50
RIM:595.12
STA:203+59.62
INV. 586.38 IN - 8"(NW)
INV. 586.28 OUT - 8" (SE)
INV. 587.28 IN - 15"(NW)
INV. 587.28 OUT - 15"(SE)
MW52
RIM:589.02
STA:207+62.60
INV. 578.15 IN - 8"(NW)
INV. 577.99 IN - 10"(E)
INV. 580.14 IN - 8"(N)
INV. 577.57 OUT - 15" (S)
INV. 578.08 IN - 15"(NW)
INV. 578.30 IN - 8"(E)
INV. 581.14 IN - 8"(N)
INV. 578.07 OUT - 15"(S)
MW51
RIM:589.01
STA:209+01.42
INV. 578.63 IN - 10"(E)
INV. 578.53 OUT - 10" (W)
INV. 578.88 IN - 8"(E)
INV. 578.88 OUT - 8"(W)
5+
5+ 79200+00
201+00 202+00
203+00 204+00
205+00 206+00
207+00 208+00
209+00
303+00
304+00
305+00
IP
IP
IP
IP
LOD LOD
LO
D LOD LO
D
LO
D
LOD LOD LOD LO
D LOD
LOD
LOD LOD LOD
LOD
LOD
LO
D
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D LO
D
LO
D
LO
D
LOD LOD
LO
D
LOD LOD
LOD
LO
D
LODLODLO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLOD
LO
DLODLODLODLODLOD
LO
D
LOD
LO
D
LODLODLODLO
DLODLOD
LOD
LODLODLO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
199+75 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 208+50
MW52
RIM:589.02
STA:207+62.60
INV. 578.15 IN - 8"(NW)
INV. 577.99 IN - 10"(E)
INV. 580.14 IN - 8"(N)
INV. 577.57 OUT - 15" (S)
INV. 578.08 IN - 15"(NW)
INV. 578.30 IN - 8"(E)
INV. 581.14 IN - 8"(N)
INV. 578.07 OUT - 15"(S)
MW50
RIM:595.12
STA:203+59.62
INV. 586.38 IN - 8"(NW)
INV. 586.28 OUT - 8" (SE)
INV. 587.28 IN - 15"(NW)
INV. 587.28 OUT - 15"(SE)
15" PIPE 360' @ 1.87% SLOPE
15" PIPE 403' @ 2.28% SLOPE
8" PIPE 139' @ 0.42% SLOPE
EXISTING GROUND
EXISTING GAS LINE
(DEPTH UNKNOWN)
EXISTING WATERLINE
(DEPTH UNKNOWN)
MW49
RIM:600.92
STA:200+00.00
INV. 592.99 OUT - 8" (SE)
INV. 594.71 OUT - 8"(N)
INV. 593.99 OUT - 15"(SE)
8" PVC SDR35 PIPE 360' @ 1.86% SLOPE
8" PVC SDR35 PIPE 403' @ 2.04% SLOPE
10" PVC SDR35 PIPE 139' @ 0.40% SLOPE
GM GM GS WS GS WS
WS
GS
GS
GS WS GS
WS GS GS WS GS GS WS WS WM
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
DILLER ROAD
PLAN
PROFILE
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
5-FOOT DIAMETER MANHOLE
W/ INSIDE DROP
CP3
CP1
T T
T T
T T T T T T T
W
G
W
OHEOHEOHEOHEOHE
WWWWW
W W
W W
W W
W W
W W
G
T
T
T
T T T T T T T
S S
S S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S S
S S
S
G
O H
E O
H E
O H
E O
H E
O H
E
G
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
TTTTTTT WWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG AG AG AG AG AG AG AG AG AG AG AG AG
AG AG AG AG AG AG AG AG AG AG AG AG
AG
DILLER ROAD
LIN
C
O
LN
D R
IV
E
LIN
C
O
LN
D R
IV
E
G
G
G
G
G
G
G
G G
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G G
G G
MW51
RIM:589.01
STA:209+01.42
INV. 578.63 IN - 10"(E)
INV. 578.53 OUT - 10" (W)
INV. 578.88 IN - 8"(E)
INV. 578.88 OUT - 8"(W)
MW55
RIM:588.79
STA:211+86.14
INV. 579.85 IN - 10"(E)
INV. 579.92 IN - 8"(N)
INV. 579.75 OUT - 10" (W)
INV. 579.9 IN - 8"(E)
INV. 580.31 IN - 8"(N)
INV. 579.90 OUT - 8"(W)
MW57
RIM:587.84
STA:214+41.04
INV. 581.02 IN - 8"(E)
INV. 581.02 IN - 8"(N)
INV. 580.85 OUT - 10" (W)
INV. 581.12 IN - 8"(E)
INV. 581.36 IN - 8"(N)
INV. 581.12 OUT - 8"(W)
208+00
209+00 210+00
211+00 212+00
213+00 214+00
215+00 216+00
0+
1+
0+
1+
IP IP
LOD
LO
D
LOD
LOD
LO
D
LOD LOD
LO
D
LOD LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LO
D LO
D
LOD
LO
D
LODLO
D
LODLODLOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LODLODLOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LODLO
D
LODLODLODLOD
LOD
LOD
LO
D
LOD
LOD
208+50 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00
RIM:587.84
STA:214+41.04
INV. 581.02 IN - 8"(E)
INV. 581.02 IN - 8"(N)
INV. 580.85 OUT - 10" (W)
INV. 581.12 IN - 8"(E)
INV. 581.36 IN - 8"(N)
INV. 581.12 OUT - 8"(W)
MW55
RIM:588.79
STA:211+86.14
INV. 579.85 IN - 10"(E)
INV. 579.92 IN - 8"(N)
INV. 579.75 OUT - 10" (W)
INV. 579.9 IN - 8"(E)
INV. 580.31 IN - 8"(N)
INV. 579.90 OUT - 8"(W)
8" PIPE 285' @ 0.36% SLOPE 8" PIPE 255' @ 0.48% SLOPE 8" PIPE 320' @ 1.12% SLOPE
MW51
RIM:589.01
STA:209+01.42
INV. 578.63 IN - 10"(E)
INV. 578.53 OUT - 10" (W)
INV. 578.88 IN - 8"(E)
INV. 578.88 OUT - 8"(W)
10" PVC SDR35 PIPE 139' @ 0.40% SLOPE
EXISTING GROUND
10" PVC SDR35 PIPE 285' @ 0.40% SLOPE 10" PVC SDR35 PIPE 255' @ 0.40% SLOPE
GS GS GM GS WS GSWS WS GM WM GM GS
GS
12"X28" CMP
ELEV. 585.96
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
DILLER ROAD (CONTINUED)
PLAN
PROFILE
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
MW57
CP2 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
SSSSSSSSSSSSSSSSSSS
G
GGG
G
G
G
G
G
G
TTTTTTTTTTTTTTTTTTTTTT
WWWWWWWWWWWWWWWWWWWWWWW
AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG AG
DILLER ROAD
G
G
G
G
G
G
G
GG
G
G G G G G G G G G G G G G G G G G G G G G G G
MW58
RIM:594.12
STA:217+61.08
INV. 583.79 IN - 8"(E)
INV. 583.69 OUT - 8" (W)
INV. 584.69 IN - 8"(E)
INV. 584.69 OUT - 8"(W)
MW59
RIM:599.18
STA:220+79.22
INV. 589.16 OUT - 8" (W)
INV. 590.16 OUT - 8"(W)
216+00 217+00
218+00 219+00
220+00 220+79
LOD LOD LOD
LO
D
LOD
LO
D
LOD LOD
LO
D
LOD LOD LOD LOD LOD LO
D
LOD
LOD
LO
D
LODLODLODLODLODLOD
LO
DLOD
LO
D
LOD
LO
D
LOD
LO
D
LODLO
D
LOD
216+00 217+00 218+00 219+00 220+00 221+00
8" PIPE 320' @ 1.12% SLOPE
8" PIPE 318' @ 1.72% SLOPE
MW58
RIM:594.12
STA:217+61.08
INV. 583.79 IN - 8"(E)
INV. 583.69 OUT - 8" (W)
INV. 584.69 IN - 8"(E)
INV. 584.69 OUT - 8"(W)
MW59
RIM:599.18
STA:220+79.22
INV. 589.16 OUT - 8" (W)
INV. 590.16 OUT - 8"(W)EXISTING GROUND
8" PVC SDR35 PIPE 320' @ 0.84% SLOPE
8" PVC SDR35 PIPE 318' @ 1.71% SLOPE
GS GS GS GS GS GS GS GS
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
C
:\U se rs \ty ba ss
\D C
\A C
C D oc s\
G
AN
N
ET
T
FL
EM
IN
G
IN
C \0
6- C on ew ag oT w p_
SR
_S w r\P ro je ct F ile s\
Se w er sh ed _2
_a nd
_7 \S he et s\
6_
SS
_2
_7 _P la n_ sh ee ts .d w g
Pl ot te d:
J ul
0,
- 8
:4 7a m
AS NOTED
KMF
SMAKMF
BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
DILLER ROAD (CONTINUED)
PLAN
PROFILE
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
COLUMBIA GAS OF PENNSYLVANIA TRENCHES IN THE STREET.
C P1
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W W W W W W W W W W W W W W W W W W W
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
G
T
T
T
T
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 SSSSSSS
SSSSSSSSSSSSSSS
S
S
S
S
G
O H
E
G
G
W W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWW
W
W
W
W
W
TTTTTTTTTTTTTTTTTTT
X
O
HE
S
S
S
S
S
S
S
S
S
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG AG AG AG
AGAGAGAGAGAGAGAGAG
S. MADISON STREET
S. MADISON STREET
PO
PL
AR
S
TR
EE
T
G
G
G G
G
G
G
G
G
G
G G
GGGGGGGGGG
G
MW52
RIM:589.02
STA:207+62.60
INV. 578.15 IN - 8"(NW)
INV. 577.99 IN - 10"(E)
INV. 580.14 IN - 8"(N)
INV. 577.57 OUT - 15" (S)
INV. 578.08 IN - 15"(NW)
INV. 578.30 IN - 8"(E)
INV. 581.14 IN - 8"(N)
INV. 578.07 OUT - 15"(S)
MW53
RIM:593.79
STA:306+29.47
INV. 585.09 IN - 8"(N)
INV. 584.99 OUT - 8" (S)
INV. 585.99 IN - 8"(N)
INV. 585.99 OUT - 8"(S)
MW54
RIM:598.64
STA:308+69.52
INV. 589.20 OUT - 8" (S)
INV. ?? IN - ?"(?)
MW74A
RIM:581.66
STA:300+00.00
INV. 576.03 IN - 15"(N)
INV. 577.78 IN - 8"(NW)
INV. 575.96 OUT - 12" (SE)
MW51
RIM:589.01
STA:209+01.42
INV. 578.63 IN - 10"(E)
INV. 578.53 OUT - 10" (W)
INV. 578.88 IN - 8"(E)
INV. 578.88 OUT - 8"(W)
DV23
RIM:584.69
STA:1+76.29
INV. 576.15 OUT - 8" (S)
DV22
RIM:581.60
STA:0+00.00
INV. 574.44 IN - 8"(N)
INV. 574.39 OUT - 8" (SE)
7+
8+
9+
300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 308+700+00 1+00 1+76
IPIP
IPIP
IP
IP
IP
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LO
DLODLODLOD
LOD LOD LOD
LO
D
LO
D LOD LOD LOD LOD LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD LOD LOD LOD
LO
D
LOD LOD LOD LOD LOD
LO
D
LO
D
LOD LOD
LODLOD
LOD
LODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
299+75 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00
MW54
RIM:598.64
STA:308+69.52
INV. 589.00 OUT - 8" (S)
INV. 589.20 IN - 6"(S)
MW53
RIM:593.79
STA:306+29.47
INV. 585.09 IN - 8"(N)
INV. 584.99 OUT - 8" (S)
INV. 585.99 IN - 8"(N)
INV. 585.99 OUT - 8"(S)
MW52
RIM:589.02
STA:207+62.60
INV. 578.15 IN - 8"(NW)
INV. 577.99 IN - 10"(E)
INV. 580.14 IN - 8"(N)
(INSIDE DROP)
INV. 577.57 OUT - 15" (S)
INV. 578.08 IN - 15"(NW)
INV. 578.30 IN - 8"(E)
INV. 581.14 IN - 8"(N)
INV. 578.07 OUT - 15"(S)
MW74A
RIM:581.66
STA:300+00.00
INV. 576.03 IN - 15"(N)
INV. 577.78 IN - 8"(NW)
INV. 575.96 OUT - 12" (SE)
15" PIPE 395' @ 0.52% SLOPE
8" PIPE 235' @ 2.07% SLOPE
8" PIPE 240' @ 1.35% SLOPE
EXISTING GROUND
EXISTING 15" STORM SEWER
EXISTING 15" STORM SEWER
EXISTING GAS LINE
(DEPTH UNKNOWN)
EXISTING 18" STORM SEWER
EXISTING WATERLINE
(DEPTH UNKNOWN)
15" PVC SDR35 PIPE 388' @ 0.40% SLOPE
8" PVC SDR35 PIPE 235' @ 2.10% SLOPE
8" PVC SDR35 PIPE 238' @ 1.66% SLOPE
GS GS
GMGM WM
GS
GS
DESCRIPTION BY
REVISIONS
DATE
SHEET No.JOB No.
DATE
DESIGNED
CHECKED
CADD
APPROVED
SCALE
No.D ra w in g:
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AS NOTED
KMF
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BM MECHANICSBURG, PENNSYLVANIA
SEWERSHEDS 2 AND 7
CONEWAGO TOWNSHIP MUNICIPAL AUTHORITY
ADAMS COUNTY, PENNSYLVANIA 070996
JULY 2026
0 30'15'15'
1" = 15'-0" VERTICAL
015'30' 30' 60'
1" = 30'-0" HORIZONTAL
© GFT 2026
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY
MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON
PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND
THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.
GFT INFRASTRUCTURE, INC.
PLANS AND PROFILE
SOUTH MADISON STREET
PLAN
PROFILE
REFER TO RECONNECTION DETAIL
MANHOLE TO REMAIN
MAHOLES, SEWER MAIN AND
LATERALS SHALL NOT BE REPLACED.
5-FOOT DIAMETER MANHOLE
ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776
PROJECT ONE CALL SERIAL NUMBER: 20261910857
07-10-26 SHANE AMSLER
NOTICE
GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED
WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE
PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING
THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION
WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.
GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY
REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT
THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND
REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,
BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN
ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.
CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY
FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR
412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE
THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.
DATE BY
GFT INFRASTRUCTURE, INC.
NOTE:
IN 2026, COLUMBIA GAS OF PENNSYLVANIA REPLACED THEIR GAS MAINS AND
SERVICE LATERALS IN THE STREETS OF THE PROJECT AREAS. COLUMBIA GAS
OF PENNSYLVANIA ABANDONED THEIR PREVIOUS FACILITIES. THE INFORMATION
SHOWN ON THESE DRAWINGS OF THE ABANDONED GAS MAINS AND LATERALS
ALONG WITH THE NEW GAS MAINS AND LATERAL IS FROM COLUMBIA GAS OF
PENNSYLVANIA AND/OR RECENT SURVEY PERFORMED BY GFT LOCATING
C P3
T T
T T
T T
T
T
T T
T
G
G
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W
G
W
W W
W W W W W W W W W W W
W
W
W W
W W
T
S
S S
S S
S S
S S
S S
S
S
SSSSSSSSSSS
O H
E
O
HE
O
HE
O
HE
O
HE
O
HE
OHEOHEOHE
W
G
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W W
W W
W W
W W
W W
AG AG AG AG AG AG AG AG AG AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
D
ILLE
R R
O A
D
LIN
C
O
LN
D R
IV
E
LINCOLN DRIVE
LINCOLN DRIVE
G
G
G G
G G
G G
G G
G G
G
G G G G G G
G
G
G
G G
G G
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MW55
RIM:588.79
STA:211+86.14
INV. 579.85 IN - 10"(E)
INV. 579.92 IN - 8"(N)
INV. 579.75 OUT - 10" (W)
INV. 579.9 IN - 8"(E)
INV. 580.31 IN - 8"(N)
INV. 579.90 OUT - 8"(W)
MW56
RIM:592.09
STA:402+92.63
INV. 583.64 IN - 8"(NE)
INV. 583.54 OUT - 8" (S)
INV. 584.54 IN - 8"(NE)
INV. 584.54 OUT - 8"(S)
MW56A
RIM:592.82
STA:403+41.87
INV. 584.03 IN - 6"(N)
INV. 583.93 OUT - 8" (SW)
INV. 584.93 IN - 8"(N)
INV. 584.93 OUT - 8"(SW)
MW28B
1+
2+
3+
400+00 401+00
402+00 403+00
403+42
4+
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LOD LOD LOD
LO
D
LOD
LOD
LOD LOD
LOD
LO
D
LODLODLODLODLODLOD
LO
D
LODLODLOD
LO
D
LOD
LO
D
LO
D
399+75 400+00 401+00 402+00 403+00 403+50
MW55
RIM:588.79
STA:211+86.14
INV. 579.85 IN - 10"(E)
INV. 579.92 IN - 8"(N)
INV. 579.75 OUT - 10" (W)
INV. 579.9 IN - 8"(E)
INV. 580.31 IN - 8"(N)
INV. 579.90 OUT - 8"(W)
MW56
RIM:592.09
STA:402+92.63
INV. 583.64 IN - 8"(NE)
INV. 583.54 OUT - 8" (S)
INV. 584.54 IN - 8"(NE)
INV. 584.54 OUT - 8"(S)
MW56A
RIM:592.82
STA:403+41.87
INV. 584.03 IN - 6"(N)
INV. 583.93 OUT - 8" (SW)
INV. 584.93 IN - 8"(N)
INV. 584.93 OUT - 8"(SW)
8" PIPE 293' @ 1.45% SLOPE
8" PIPE 49' @ 0.79% SLOPE
EXISTING GROUND
8" PVC SDR35 PIPE 49' @ 0.64% SLOPE
8" PVC SDR35 PIPE 293' @ 1.25% SLOPE
WS
WSGS GS GS GSGS
WS
T T T T T T T T T
T
T
T
T T
T T
T T
T T
T
G
W
G
O H
E O
H E
W W
W W
W
W W
W W
W
W
W
W
WWWWWWWWWW
WW
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
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE
OHE
OHE
OHE
OHE
O H
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O H
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O H
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O H
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O H
E
O
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W
G
G
G
G
G
G
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
T T
T T
W W
W W
W W
W W
W W
W
AG
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