3-2026-03-16 TVM Final Construction Plan Set.pdf
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- Attached to
- 20260910 - ICB Operators
- Solicitation number
- Not on record
- Issued by
- Dauphin County, Pennsylvania
About this file
This is a Final Construction Plan Set for ticket vending machine (TVM) site preparation work being conducted by the Susquehanna Regional Transportation Authority (SRTA), operating as rabbittransit, across multiple counties in Pennsylvania including Adams, Cumberland, Dauphin, and York Counties. The project encompasses site preparation and electrical improvements at eight SRTA operational facilities: Cumberland County Courthouse in Carlisle, King Street Station in York, Red Lion Bus Stop in Red Lion, PHEAA Bus Stop in Harrisburg, Harrisburg Transfer Center in Harrisburg, HTC Shelters in Harrisburg, Middletown Train Station in Middletown, and Gettysburg Transfer Station in Gettysburg. The construction plan set, dated March 16, 2026, and prepared by JMT (220 St. Charles Way, Suite 200, York, PA 17402), includes detailed site plans, location maps, and technical specifications for all eight locations. The Invitation for Bids (IFB) requires submission of two separate contracts—one for electrical work and one for general trades construction (GTC)—with a bid deadline of 2:00 PM on May 11, 2026, via PennBid.net. The contract term and renewal options are not specified in the construction plan documents provided.
The construction plans detail specific site improvements required at each location, including TVM pad installations, conduit trench sections, concrete work, bollard installation, and utility protection measures. Work involves coordinating with rabbittransit for site access and obtaining all necessary local and partnering approvals prior to construction commencement. Contractors are responsible for all permits, traffic control, trench barricading, utility protection, and maintenance of existing infrastructure. The project is federally funded through the Federal Transit Administration (FTA) and subject to applicable Commonwealth and Federal laws. SRTA has established a 2.11% disadvantaged business enterprise (DBE) participation goal. All costs incurred by bidders in developing responses are the sole responsibility of bidding firms and will not be reimbursed by SRTA or any participating agency.
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Text version
CUMBERLAND COUNTY
COURTHOUSE
KING STREET
STATION
RED LION BUS STOP
PHEAA BUS STOP
HARRISBURG TRANSFER
CENTER
HTC SHELTERS
MIDDLETOWN
TRAIN STATION
GETTYSBURG
TRANSFER STATION
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
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8\ C ov er
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/1 6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CS-001
COVER SHEET
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
TICKET VENDING MACHINE SITE PREPARATION
CONSTRUCTION PLANS
MARCH 16, 2026
INDEX OF DRAWINGS
SCALE: 1" = 2,000'
2023 PENNDOT TYPE 10 MAPLOCATION MAP - ADAMS COUNTY SCALE: 1" = 2,000'
2023 PENNDOT TYPE 10 MAPLOCATION MAP - DAUPHIN COUNTY
SCALE: 1" = 2,000'
2023 PENNDOT TYPE 10 MAPLOCATION MAP - CUMBERLAND COUNTY SCALE: 1" = 2,000'
2023 PENNDOT TYPE 10 MAPLOCATION MAP - YORK COUNTY
3/16/2026
W Broa dw ay
Railroad Ln
Cha rle s L n
S Pine St
EXISTING SPARE /
PROPOSED CONDUIT.
REFER TO ELECTRICAL
SHEETS FOR MORE
DETAIL.
EXISTING 5'X5' LEVEL AREA
REMOVE EXISTING GUIDERAIL
SEGMENT BETWEEN
EXISTING POSTS. REMOVE
EXISTING CONCRETE CURB
(6'-4" LENGTH). SEE SHEET
C-501 FOR MORE DETAIL.
5'
4'
TVM PAD TO BE INSTALLED FLUSH
WITH BACK OF EXISTING SIDEWALK
C-501TVM BASE
C-501 PLAIN CEMEMNT CONCRETE CURB
C-501 CONDUIT TRENCH SECTION
BACK OF CURB TO BE POURED
FLUSH WITH ADJACENT BITUMINOUS
PARKING LOT SURFACE. CURB
REVEAL VARIES TO PROVIDE LEVEL
PAD SURFACE (6" MAXIMUM REVEAL).
C-501FIXED BOLLARD
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
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0\ R ed L io n
Si te
L ay ou t.d w g
/1
7/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-101
RED LION BUS STOP -
SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
33 W BROADWAY
RED LION, PA 17356
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-101
OVERALL LOCATION PLAN - RED LION BUS STOP
SCALE: 1" - 20'
C-101
TVM SITE PLAN - RED LION BUS STOP
SCALE: 1" - 5'
C-101TVM SITE PLAN - RED LION BUS STOP
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
20 0 20 40
GENERAL NOTES
1. THE PURPOSE OF THIS PLAN IS TO CONSTRUCT SITE AND ELECTRICAL IMPROVEMENTS FOR THE INSTALLATION (BY OTHERS) OF TICKET VENDING MACHINES
AT VARIOUS SRTA OPERATIONAL FACILITIES.
2. CONTRACTOR TO COORDNATE WITH RABBITTRANIT TO OBTAIN PROJECT SITE ACCESS AND ENSURE ALL LOCAL AND PARTNERING APPROVALS ARE IN PLACE
PRIOR TO THE START OF WORK.
3. EACH TVM LOCATION WORK IS TO BE STARTED AND CONTIOUSLY PERFORMED UNTIL ALL WORK IS COMPLETE AND ACCEPTED BY RABBITRANSIT.
4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE, UNLESS SPECIFICALLY INDICATED ON THE PLANS AS A UTILITY DISCONNECTION OR ABANDONMENT. ANY DAMAGE CAUSED BY THEIR NEGLIGENCE SHALL BE
IMMEDIATELY AND COMPLETELY REPAIRED AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
6. UNLESS OTHERWISE INDICATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH BARRICADING, COVERING, SHEETING AND SHORING, IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. MAINTENANCE AND PROTECTION OF TRAFFIC ON EXISTING SIDEWALKS AND ROADS NEIGHBORING
THE PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SAFETY
PRECAUTIONS AND PROGRAMS.
9. WHERE IT IS NECESSARY TO CONNECT TO, OR EXTEND TO, EXISTING PAVING, SAW CUT THE EXISTING EDGE OF PAVEMENT NEAT AND SQUARE AND MILL MINIMUM 24" KEY WAY AND OVERLAY AT THE POINT OF TIE-IN TO ENSURE A SMOOTH TRANSITION AND POSITIVE DRAINAGE.
N/F
CODO 200, LP
DEED BOOK 1956; PG 2351
PLAN BOOK DD; PAGE 230
04-066-01-0001.00-00000
N/F
NORTHERN CENTRAL RAILWAY COMPANY
(NO RIGHT-OF-WAY WIDTH RECOVERED)
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UC
UC
UC
UC
UC
UC
UC UC UC UC UC UC
UE
UE
UE
UE
UE
UE UE UE UE UE UE UE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TICKET VENDING MACHINE
TO BE SURFACE MOUNTED
TO EXISTING SIDEWALK
SURFACE (BY OTHERS).
EXISTING 5'X5' LEVEL AREA
REMOVE AND RELOCATE
EXISTING SIGN
C-102
KING STREET STATION
- SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
226 W KING STREET
YORK, PA 17401
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-102
OVERALL SITE PLAN - KING STREET STATION
SCALE: 1" - 20'
C-102
TVM SITE PLAN - KING STREET STATION
SCALE: 1" - 5'
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
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0\ Ki ng S tre et
S ta tio n
Si te
L ay ou t.d w g
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6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 1740202
C-102 TVM SITE PLAN - KING STREET STATION
1 INCH = 20 FEET
20 0 20 40
1 INCH = 5 FEET
5 0 5 10
TICKET VENDING MACHINE
TO BE SURFACE MOUNTED
TO EXISTING SIDEWALK
SURFACE (BY OTHERS).
EXISTING 5'X5' LEVEL AREA
C-103
GETTYSBURG
TRANSFER CENTER -
SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
103 CARLISLE STREET
GETTYSBURG, PA 17325
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-103
OVERALL LOCATION PLAN - GETTYSBURG TRANSFER CENTER
SCALE: 1" - 20'
C-103
TVM SITE PLAN - GETTYSBURG TRANSFER CENTER
SCALE: 1" - 5'
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
\p w w or ki ng \jm t\d
0\ G et ty sb ur g St at io n Si te L ay ou t.d w g
/1 6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-103 TVM SITE PLAN - GETTYSBURG TRANSFER CENTER
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
20 0 20 40
S 2nd St
Market St
N nd S t
TICKET VENDING MACHINE TO BE
SURFACE MOUNTED TO
EXISTING CONCRETE SLAB. FRONT
OF MACHINE TO BE FLUSH WITH
THE SOUTHERN EDGE OF EXISTING
SLAB (BY OTHERS).
EXISTING 5'X5' LEVEL AREA
RELOCATE EXISTING
TRASH RECEPTACLE.
ANCHOR TO EXISTING
CONCRETE PAD.
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
\p w w or ki ng \jm t\d
0\ H ar ris bu rg
T ra ns fe r C en te r.d w g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-104
HARRISBURG
TRANSFER CENTER -
SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
200 MARKET STREET
HARRISBURG, PA 17101
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-104
OVERALL LOCATION PLAN - HARRISBURG TRANSFER CENTER
SCALE: 1" - 20'
C-104
TVM SITE PLAN - HARRISBURG TRANSFER CENTER
SCALE: 1" - 5'
C-104 TVM SITE PLAN - HARRISBURG TRANSFER CENTER
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
Aberdeen St
Grace St
M ar ke t S t
Bl ac kb er ry A lle y
S 4th St
TICKET VENDING MACHINE TO BE
SURFACE MOUNTED TO
EXISTING CONCRETE SIDEWALK
(BY OTHERS).
EXISTING 5'X5' LEVEL AREA
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
\p w w or ki ng \jm t\d
0\ H
TC
S he lte rs .d w g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-105
HARRISBURG TRAIN
STATION - SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
15 ABERDEEN STREET
HARRISBURG, PA 17101
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-105
OVERALL LOCATION PLAN - HTC SHELTERS
SCALE: 1" - 20'
C-105
TVM SITE PLAN - HTC SHELTERS
SCALE: 1" - 5'
C-105 TVM SITE PLAN - HTC SHELTERS
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
W Emaus St
W M ain St
EXISTING 5'X5"' LEVEL AREA
TICKET VENDING MACHINE
TO BE SURFACE MOUNTED
TO EXISTING CONCRETE SLAB
(BY OTHERS).
EXISTING ELECTRICAL
BOX.
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
\p w w or ki ng \jm t\d
0\ M id dl et ow n Tr ai n
St at io n.
dw g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-106
MIDDLETOWN TRAIN
STATION - SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
270 W EMAUS STREET
MIDDLETOWN, PA 17057
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-106
OVERALL LOCATION PLAN - MIDDLETOWN TRAIN STATION
SCALE: 1" - 20'
C-106
TVM SITE PLAN - MIDDLETOWN TRAIN STATION
SCALE: 1" - 5'
C-106 TVM SITE PLAN - MIDDLETOWN TRAIN STATION
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
N 7th St
TICKET VENDING MACHINE
TO BE SURFACE MOUNTED
TO PROPOSED TVM BASE
(BY OTHERS).
EXISTING 5'X5' LEVEL AREA
C-107
HARRISBURG PHEAA -
SITE PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
1200 N 7TH STREET
HARRISBURG, PA 17102
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
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0\
PH
EA
A.
dw g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-107
OVERALL LOCATION PLAN - PHEAA BUS STOP
SCALE: 1" - 20'
C-107
TVM SITE PLAN - PHEAA BUS STOP
SCALE: 1" - 5'
C-107 TVM SITE PLAN - PHEAA BUS STOP
1 INCH = 5 FEET
5 0 5 101 INCH = 20 FEET
20 0 20 40
C-501TVM BASE
C-501 CONDUIT TRENCH SECTION
LIBERTY ST
S H
AN
O
VER
ST
E HIGH ST
EXISTING 5'X5' LEVEL AREA
TICKET VENDING MACHINE
TO BE SURFACE MOUNTED
TO EXISTING CONCRETE
(BY OTHERS).
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
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0\ C um be rla nd
C ity
C ou rth ou se S ite L ay ou t.d w g
/1 6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-108
CUMBERLAND
COUNTY
COURTHOUSE - SITE
PLAN
CONSTRUCTION PLAN
03/16/2026
24-00558-007
1 COURTHOUSE SQUARE
CARLISLE, PA 17013
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
C-108
OVERALL LOCATION PLAN - CUMBERLAND COUNTY COURTHOUSE
SCALE: 1" - 20'
C-108
TVM SITE PLAN - CUMBERLAND COUNTY COURTHOUSE
SCALE: 1" - 5'
C-108 TVM SITE PLAN - CUMBERLAND COUNTY COURTHOUSE
1 INCH = 5 FEET
5 0 5 10
1 INCH = 20 FEET
20 0 20 40
C-501 CONDUIT TRENCH SECTION
CORE DRILL EXISTING SITE
WALLS. PROVIDE MINIMUM
REQUIRED DIAMETER TO
ACCEPT 1-1" CONDUIT.
PROVIDE MASONRY
COMPATIBLE EXTERIOR
SILICONE SEALANT
AROUND ANNULAR SPACE.
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
c:
\p w w or ki ng \jm t\d
8\ D et ai ls .d w g
/1
7/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-501
SITE DETAILS
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
4" PENNDOT CLASS A CEMENT CONCRETE
2" EXPANSION JOINT WITH SEALANT
BROOM FINISH
SUBBASE, 4" DEPTH (NO. 2A)
TOOL JOINT, 12" DEPTH MIN.,
16" TOP WIDTH
COMPACTED SUBGRADE
4"
4"
6"
12" (TYP)
TRENCH WIDTH
" M
IN
IM
U M
C O
VE
R
FO
R
E
LE
C
TR
IC
LI
G
H
TI
N G
C O
N D
U
IT
D
U C
TB
AN
K
1. WITHIN LAWN AREAS, BACKFILL WITH MECHANICALLY COMPACTED MATERIAL FROM
EXCAVATION. COMPACT IN 12" MAXIMUM LAYERS.
2. WITHIN EXISTING OR PROPOSED PAVEMENT, BACKFILL WITH PENNDOT 2A STONE
AGGREGATE.
3. WITHIN LAWN AREAS, RESTORE SURFACE WITH 6" TOPSOIL, SEED, AND MULCH.
WITHIN LANDSCAPE BED, RESTORE SURFACE WITH 6" TOPSOIL AND HARDWOOD
MULCH.
4. INSTALL 6" WIDE UNDERGROUND DETECTABLE WARNING TAPE. PLACE 1'-0" ABOVE
TOP OF PIPE.
5. FOR INSTALLATION UNDER SIDEWALK FOR SURFACE RESTORATION, SEE FIBER
REINFORCED CONCRETE SIDEWALK DETAIL (01/C-501).
NOTES
12"
WITHIN LAWN / LANDSCAPE BED WITHIN PAVEMENT
BY G.C.
BITUMINOUS PAVEMENT PATCH
FINISHED GRADE
SEE NOTE 3
FULL DEPTH SAWCUT
NEAT AND SQUARE.
TACK PRIOR TO PAVING.
SEE NOTES 1 & 2
O.D. CONDUIT
3" MINIMUM
PROVIDE SHEETING AND SHORING
AS REQUIRED TO CONSTRUCT PIPE
SAND BEDDING
6" PENNDOT CLASS A CEMENT CONCRETE
BROOM FINISH
SUBBASE, 4" DEPTH (NO. 2A)
COMPACTED SUBGRADE
4"
6"
38" X 28"
NOT TO SCALE
C-501
CONDUIT TRENCH SECTION
NOT TO SCALE
C-501
TVM BASE
NOT TO SCALE
C-501
FIBER REINFORCED CONCRETE SIDEWALK
NOTE: 1
2" THICK EXPANSION JOINTS
SHALL BE PROVIDED AT 60' INTERVALS,
AT THE END OF EACH POUR, AT THE
BEGINNING AND END OF ALL RADII, AND
AT ADJACENT STRUCTURES/INLETS.
8"
6"
1"7"
CURB TYPICAL
CROSS SECTION
PENNDOT CLASS A
CEMENT CONCRETE
4" RADIUS
4" RADIUS
CONTRACTION JOINT SPACING
20'-0" M
AX. TO 4'-0" M
IN.
2" DEEP
DETAIL A
CONTRACTION JOINT
NOT TO SCALE
C-501
PLAIN CEMEMNT CONCRETE CURB
38"
SECTION
PLAN
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA WEARING COURSE, PG 64-22, 0.3
MILLION TO <3 MILLION ESALS, 9.5 MM MIX,
2" DEPTH, SRL-H (OVERLAY)
BITUMINOUS TACK COAT
FULL DEPTH SAW CUT NEAT AND SQUARE
AND TACK PRIOR TO PAVING
PG 64-22 (TYP.)
SUPERPAVE ASPHALT MIXTURE DESIGN,
FLEXIBLE BASE REPLACEMENT, PG 64-22, 0.3
MILLION TO <3 MILLION ESALS, 25 MM MIX,
5" DEPTH
EXISTING BITUMINOUS PAVEMENT
GEOTEXTILE, CLASS 4, TYPE A
COMPACTED SUBGRADE
2'
NOT TO SCALE
C-501
BITUMINOUS PAVEMENT PATCH
NOTE:
1. PAD SIZE TO BE 48"
X 60" AT THE RED
LION SITE. REFER
TO SHEET C-101.
NOT TO SCALE
C-501
RED LION DEMO
REMOVE EXISTING 2X12 BOARDS
FROM GUIDERAIL. CUT AND REMOVE
ALONG ADJACENT I-BEAM POSTS.
SAW CUT AND REMOVE EXISTING
BITUMINOUS PAVEMENT AS
REQUIRED TO INSTALL PROPOSED
CURB, TVM BASE, AND CONDUIT
SAW CUT AND REMOVE 6'-4" OF
EXISTING CONCRETE CURB.
CENTER POINT OF CURB TO
MATCH THE CENTER POINT
OF THE LANDING AREA
OF ADJACENT ADA RAMP.
6" SCHEDULE 40
STEEL PIPE FILLED
WITH PENNDOT
CLASS A CONCRETE
COMPACTED
SUBGRADE.
PAVEMENT
1/8" THICK, HDPE, DOMED
TOP BOLLARD COVER.
COLOR: YELLOW
3' -6
CL
3' -6
6"
6"
12" (MIN.)
PENNDOT CLASS A CONCRETE
FOOTING WITH 1" DOME
FINISHED GRADE
COMPACTED OR
UNDISTURBED SUBGRADE.
NOT TO SCALE
C-501
FIXED BOLLARD
NOT TO SCALE
C-501
TYPICAL FOOTING
C-501 FIXED BOLLARD
JOSEPH W. LAG
Q
SON
LS Letiapie[ac
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
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P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-101
RED LION BUS STOP -
ELECTRICAL PLAN
33 W BROADWAY,
RED LION, PA 17356
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL COORDINATE WITH OWNER AND UTILITY COMPANY TO DETERMINE POWER
SOURCE IN DISTRIBUTION CABINET. PROVIDE 20A/1P CIRCUIT BREAKER IN DETERMINED POWER SOURCE. TVM EQUIPMENT SHALL BE SUPPLIED FROM NEW 20A/1P CIRCUIT BREAKER WITH 2#10 AND
1#10 GROUND THROUGH EXISTING CONDUIT.
CONTRACTOR SHALL INSPECT SPARE CONDUIT AND FIELD-VERIFY ROUTING. CONTRACTOR SHALL PROVIDE NEW 1-1/4" DIRECT-BURIED POWER CONDUIT AS REQUIRED FOR FUTURE TVM CONNECTION.
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT STUB AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT VENDOR.
TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
CONTRACTOR SHALL INTERCEPT AND REMOVE EXISTING STUB-UP LOCATION, AND EXTEND NEW
CONDUIT TO NEW STUB-UP AT PROPOSED TICKET VENDING MACHINE LOCATION.
CONTRACTOR SHALL INTERCEPT AND REMOVE EXISTING STUB-UP LOCATION, AND PROVIDE NEW 12" X 24" ELECTRICAL POWER HANDHOLE IN PLACE. EXISTING SPARE CONDUIT SHALL BE MODIFIED TO TERMINATE AT NEW HANDHOLE; FIELD-VERIFY AND COORDINATE EXACT LOCATION OF HANDHOLE WITH
LOCATION OF EXISTING CONDUIT STUB-UPS.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
EXISTING CONDUIT STUB-UP
EXISTING
UTILITY POLE
EXISTING LIGHT POLE
E-101
NEW CONDUIT STUB-UP 3
NEW TICKET VENDING
MACHINE LOCATION
NOT TO SCALE
SITE PHOTO - ETR DISTRIBUTION CABINET4
E-101
ETR DISTRIBUTION
CABINET W/
UTILITY METER
EXISTING LIGHT POLES
EXISTING PARKING LOT
LIGHTING EQUIPMENT
EXISTING WALKWAY
LIGHTING POLE
EXISTING WALKWAY
LIGHTING POLE
EXISTING WALKWAY
LIGHTING POLE
EXISTING WALKWAY
LIGHTING POLE
EXISTING
UTILITY POLES
NOT TO SCALE
SITE PHOTO - TVM LOCATION2
E-101
ETR DISTRIBUTION
CABINET W/
UTILITY METERS
EXISTING CONDUIT
STUB-UP LOCATION
NEW CONDUIT STUB-UP
APPROXIMATE LOCATION OF EXISTING SPARE 1-1/4" CONDUIT
ROUTED TO ETR DISTRIBUTION CABINET. CONTRACTOR
SHALL COORDINATE WITH SITE OWNER AND VERIFY
LOCATION AND SPARE CONDUIT FILL CAPACITY.
APPROXIMATE LOCATION OF
EXISTING CONDUIT STUB-UPS
APPROXIMATE LOCATION OF
EXISTING CONDUIT STUB-UPS
APPROXIMATE LOCATION OF
EXISTING CONDUIT STUB-UPS
NOT TO SCALE
SITE PHOTO - TYPICAL EXISTING CONDUIT STUB-UPS3
E-101 NOT TO SCALE
SITE PHOTO - ETR DISTRIBUTION CABINET INTERIOR5
E-101
TYPICAL EXISTING
CONDUIT STUB-UPS IN
EXISTING PATHWAY TO
DISTRIBUTION CABINET
ASSUMED LOCATION OF EXISTING
SPARE 1-1/4" CONDUIT ROUTED TO
EXISTING STUB-UP AT OPPOSITE
END OF LOT.
PARKING LOT PANEL
EP2: #13
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
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lo ca l\j m td fs \2
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8_
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\C
AD
D \E le ct ric al
\E -1
Yo rk
KS
.d w g
/1 6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-102
KING STREET STATION
- ELECTRICAL PLAN
213 W KING STREET,
YORK, PA 17401
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
EXISTING SPARE CIRCUIT WIRING IN SPARE CONDUIT AND TERMINATED IN EXISTING JUNCTION BOX AT
LOCATION SHALL BE RE-USED FOR CONNECTIONS TO NEW TICKET VENDING MACHINE.
CONTRACTOR SHALL FULLY INSPECT AND PERFORM END-TO-END TESTING FOR ALL EXISTING TO REMAIN WIRING TO BE CONNECTED TO NEW DEVICES. CONTRACTOR SHALL REPLACE DAMAGED OR DEFECTIVE CABLING WITH NEW. INSPECTION AND TESTING SHALL BE INCLUDED UNDER BASE BID. REPLACEMENT OF
WIRING SHALL BE PAID OUT UNDER ALLOWANCE.
INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS SHALL BE BY RABBITTRANSIT
VENDOR.
CONTRACTOR SHALL EXTEND AND COIL WIRING IN BOX AS REQUIRED TO ALLOW 6'-0" OF WIRING SLACK FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT
VENDOR. TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
ETR PANEL 'EP2'
ETR PANEL 'EP1'
EXISTING CONDUIT
STUB-UP AND WIRING
E-102
NOT TO SCALE
SITE PHOTO - EXISTING ABOVE-GROUND JUNCTION BOX2
E-102 NOT TO SCALE
SITE PHOTO - EXISTING CONDUIT STUB-UP & WIRING3
E-102
ETR JUNCTION BOX
ETR CONDUIT
STUB-UP IN BOX
NEW TICKET VENDING
MACHINE LOCATION
JOSEPH W. LAG
Q
WAITING
TICKETING
OFFICE
SAFE
TOILET
CORRIDOR
WOMEN'S
TOILET
JANITOR
MEN'S
TOILET
MEETING RM
RP: #35
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
\\j m t.c or p.
lo ca l\j m td fs \2
4\
8_
7_
Ti ck et _V en di ng _M ac hi
\C
AD
D \E le ct ric al
\E -1
G et ty sb ur g
- T C
.d w g
/1 6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-103
GETTYSBURG
TRANSIT CENTER -
ELECTRICAL PLAN
103 CARLISLE STREET,
GETTYSBURG, PA 17325
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
4. FOR CONDUITS SUPPORTED FROM WOOD TRUSSES, SUPPORT CONDUITS FROM BOTTOM CHORD
WHERE DIAGONAL MEMBERS FRAME INTO THE BOTTOM CHORD.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
PROVIDE 2#12 + 1#12G IN 3/4" CONDUIT FROM SPARE 20A/1P CIRCUIT BREAKER IN PANEL 'RP' TO LOCATION OF NEW TICKET VENDING MACHINE. CONTRACTOR SHALL METER EXISTING PANEL AND
FIELD-VERIFY SPARE CAPACITY FOR ADDITION OF 960VA LOAD.
CONTRACTOR SHALL PROVIDE CONDUIT AT CANOPY COLUMN BASE AS PER DETAIL 3 ON SHEET E-001
TO ALLOW REAR-ENTRY TO TICKET VENDING MACHINE.
BASIS OF DESIGN PAINT SYSTEM FOR EXTERIOR GALVANIZED METAL SURFACES:
PRIME COAT: B66-1300 SERIES - PRO INDUSTRIAL PRO-CRYL UNIVERSAL ACRYLIC PRIMER,
INTERMEDIATE COAT: B66-1050 SERIES - PRO INDUSTRIAL DTM ACRYLIC - SEMI-GLOSS
TOP COAT: B66-1050 SERIES - PRO INDUSTRIAL DYM ACRYLIC - SEMI-GLOSS
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT TERMINATION AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR
FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT
VENDOR. TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
CONDUIT SHALL BE
SURFACE-MOUNTED
TO STRUCTURAL BEAM.
(SEE VIEWS 4 & 5 ON
THIS SHEET)
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
ETR PANEL 'RP'
CONDUIT SHALL BE
SURFACE-MOUNTED TO WALL.
(SEE VIEWS 3 & 4 ON THIS SHEET)
WALL PENETRATION SHALL BE
SEALED TO MATCH FIRE-RATING
OF EXISTING STRUCTURE.
CONDUIT SHALL BE SURFACE-MOUNTED TO HORIZONTAL
CANOPY BEAM AND ROUTED DOWN COLUMN TO TVM
LOCATION. CONDUIT SHALL BE PAINTED FULLY BEFORE
INSTALLATION TO MATCH EXISTING STEEL FRAMING FINISH.
(SEE VIEW 2 ON THIS SHEET)
E-103
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING2
E-103 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING3
E-103 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING4
E-103
PROPOSED NEW
CONDUIT ROUTING
NEW TICKET VENDING
MACHINE LOCATION
PROPOSED NEW
WALL PENETRATION
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
TO ELECTRICAL
CLOSET
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING5
E-103
JOSEPH W. LAG
Q
SON
SHERWIN WILLIAMS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
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lo ca l\j m td fs \2
4\
8_
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Ti ck et _V en di ng _M ac hi
\C
AD
D \E le ct ric al
\E -1
H ar ris bu rg
TC
.d w g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-104
HARRISBURG
TRANSFER CENTER -
ELECTRICAL PLAN
2ND STREET / MARKET STREET,
HARRISBURG, PA 17101
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL INSPECT SPARE CONDUIT AND FIELD-VERIFY ROUTING TO ADJACENT EQUIPMENT
ENCLOSURE.
PROVIDE 2#12 + 1#12G IN EXISTING SPARE 2" CONDUIT FROM EXISTING LOAD CENTER IN TRANSFER CENTER DISTRIBUTION ENCLOSURE TO LOCATION OF NEW TICKET VENDING MACHINE. CIRCUIT SHALL BE SERVED FROM NEW 20A/1P CIRCUIT BREAKER IN PANEL; CONTRACTOR SHALL PROVIDE NEW BREAKER TO MATCH EXISTING CIRCUIT BREAKER'S TYPE AND AIC RATING. CONTRACTOR SHALL METER EXISTING
PANEL AND FIELD-VERIFY SPARE CAPACITY FOR ADDITION OF 960VA LOAD.
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT STUB AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT VENDOR.
TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
EXISTING 2"
CONDUIT STUB-UP
EXISTING DISTRIBUTION
ENCLOSURE W/ UTILITY
METER, DISCONNECT, AND
INTERIOR LOAD CENTER
E-104
EXISTING DISTRIBUTION
ENCLOSURE WITH LOAD CENTER
NEW TICKET VENDING
MACHINE LOCATION
NOT TO SCALE
SITE PHOTO - TVM LOCATION2
E-104
EXISTING CONDUIT
STUB-UP LOCATION
NOT TO SCALE
SITE PHOTO - DISTRIBUTION ENCLOSURE INTERIOR3
E-104
JOSEPH W. LAG
Q
J
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
\\j m t.c or p.
lo ca l\j m td fs \2
4\
8_
7_
Ti ck et _V en di ng _M ac hi
\C
AD
D \E le ct ric al
\E -1
H ar ris bu rg
TS
.d w g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-105
HARRISBURG TRAIN
STATION -
ELECTRICAL PLAN
413 ABERDEEN STREET,
HARRISBURG, PA 17101
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL EXTEND EXISTING 120V CIRCUIT IN BUS SHELTER JUNCTION BOX TO LOCATION OF NEW TICKET VENDING MACHINE; PROVIDE 2#12 + 1#12G IN 3/4" CONDUIT AS REQUIRED. CONTRACTOR SHALL METER EXISTING CIRCUIT AND FIELD-VERIFY SPARE CAPACITY FOR ADDITION OF 960VA LOAD.
CONTRACTOR SHALL PROVIDE CONDUIT AT CANOPY COLUMN BASE AS PER DETAIL 3 ON SHEET E-001
TO ALLOW SIDE-ENTRY TO TICKET VENDING MACHINE.
CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXACT LOCATION OF BREAKER SERVING
SHELTER CIRCUIT.
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT TERMINATION AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR
FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT
VENDOR. TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
BASIS OF DESIGN PAINT SYSTEM FOR EXTERIOR GALVANIZED METAL SURFACES:
PRIME COAT: B66-1300 SERIES - PRO INDUSTRIAL PRO-CRYL UNIVERSAL ACRYLIC PRIMER,
INTERMEDIATE COAT: B66-1050 SERIES - PRO INDUSTRIAL DTM ACRYLIC - SEMI-GLOSS
TOP COAT: B66-1050 SERIES - PRO INDUSTRIAL DYM ACRYLIC - SEMI-GLOSS
1" = 10'-0"
ELECTRICAL PLAN - SHELTER B - NEW WORK
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
ETR 120V JUCTION BOX MOUNTED
TO BUS SHELTER CANOPY COLUMN
(SEE VIEW 3 ON THIS SHEET)
CONDUIT SHALL BE PAINTED FULLY BEFORE
INSTALLATION TO MATCH EXISTING FINISH AND SHALL
BE SURFACE-MOUNTED TO HORIZONTAL CANOPY BEAM
AND ROUTED DOWN COLUMN TO TVM LOCATION.
(SEE VIEWS 3 & 4 ON THIS SHEET)
CONDUIT SHALL BE ROUTED DOWN COLUMN
TO TVM LOCATION; CONDUIT SHALL BE
PAINTED FULLY BEFORE INSTALLATION TO
MATCH EXISTING COLUMN FINISH.
(SEE VIEW 5 ON THIS SHEET)
E-105
NEW TICKET VENDING
MACHINE LOCATION
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING3
E-105 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING4
E-105 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING5
E-105
ETR JUNCTION BOX
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
ASSUMED LOCATION OF EXISTING
PANEL SERVING SHELTER B CIRCUIT3
EXISTING SHELTER B
1" = 30'-0"
ELECTRICAL SITE PLAN OVERVIEW2
E-105
SCALE: 1"= 30'-0"
15' 15'0 30'
JOSEPH W. LAG
Q
SON
SHERWIN WILLIAMS
JNTPP-3: #13 NTPP-3: #13
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
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lo ca l\j m td fs \2
4\
8_
7_
Ti ck et _V en di ng _M ac hi
\C
AD
D \E le ct ric al
\E -1
M id dl et ow n
- T S.
dw g
/1
6/
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-106
MIDDLETOWN TRAIN
STATION -
ELECTRICAL PLAN
270 W EMAUS STREET,
MIDDLETOWN PA 17057
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL EXTEND EXISTING 120V CIRCUIT FROM BUS SHELTER JUNCTION BOX TO LOCATION
OF NEW TICKET VENDING MACHINE; PROVIDE 2#12 + 1#12G IN 3/4" CONDUIT AS REQUIRED.
CONTRACTOR SHALL METER EXISTING CIRCUIT AND FIELD-VERIFY SPARE CAPACITY FOR ADDITION OF
960VA LOAD.
CONTRACTOR SHALL PROVIDE CONDUIT FROM EXISTING JUNCTION BOX AS PER DETAIL 3 ON SHEET
E-001 TO ALLOW REAR-ENTRY TO TICKET VENDING MACHINE.
CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXACT LOCATION OF BREAKER SERVING
SHELTER CIRCUIT.
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT STUB AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT VENDOR.
TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - WEST SHELTER - NEW WORK
5'
SCALE: 1"= 10'-0"
0 5' 10'
PLAN NORTH
NEW TICKET
VENDING MACHINE
ETR JUNCTION
BOX MOUNTED TO
CANOPY COLUMN
ETR SHELTER
RECEPTACLE
1 2
E-106
NOT TO SCALE
SITE PHOTO - TVM LOCATION2
E-106
NEW TICKET VENDING
MACHINE LOCATION
ETR JUNCTION BOX
1" = 30'-0"
ELECTRICAL SITE PLAN OVERVIEW3
E-106
ASSUMED LOCATION OF EXISTING PANEL
NTPP-3 SERVING WEST SHELTER CIRCUIT 3
EXISTING WEST
SHELTER
SCALE: 1"= 30'-0"
15' 15'0 30'
JOSEPH W. LAG
Q
GB: #9
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
\\j m t.c or p.
lo ca l\j m td fs \2
4\
8_
7_
Ti ck et _V en di ng _M ac hi
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P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-107
HARRISBURG PHEAA -
ELECTRICAL PLAN
1200 N 7TH STREET,
HARRISBURG, PA 17102
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION
BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW,
AND ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL PROVIDE NEW BREAKER TO MATCH EXISTING CIRCUIT BREAKER'S TYPE AND AIC
RATING.
CONTRACTOR SHALL PROVIDE NEW 1" DIRECT-BURIED POWER CONDUIT WITH ASSOCIATED WIRING
FROM GUARD BOOTH TO TICKET VENDING MACHINE ENCLOSURE LOCATION.
PROVIDE 2#12 + 1#12G IN 1" CONDUIT FROM NEW 20A/1P CIRCUIT BREAKER IN PANEL 'GB' TO LOCATION OF NEW TICKET VENDING MACHINE. CONTRACTOR SHALL METER EXISTING PANEL AND FIELD-VERIFY
SPARE CAPACITY FOR ADDITION OF 960VA LOAD.
CONDUIT AT TICKET VENDING MACHINE LOCATION SHALL STUB-UP BETWEEN 1/4" AND 1/2" ABOVE
FINISHED GRADE.
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER
CONDUIT STUB AND FASTEN TO CONCRETE GRADE WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT VENDOR.
TEMPORARY BOX SHALL BE REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
PLAN NORTH
5'
SCALE: 1"= 10'-0"
0 5' 10'
NEW TICKET
VENDING MACHINE
ETR PANEL 'GB' IN
GUARD BOOTH 1
2 3
NEW CONDUIT
STUB-UP AT
EQUIPMENT PAD
E-107
NOT TO SCALE
SITE PHOTO - TVM LOCATION2
E-107
NEW TICKET VENDING
MACHINE LOCATION
NOT TO SCALE
SITE PHOTO - PANEL LOCATION3
E-107
ETR GUARD
BOOTH PANELETR GUARD BOOTH
ETR GUARD BOOTH
CONDUIT SHALL EMERGE ABOVE-GROUND AND ENTER GUARD
BOOTH VIA NEW WALL PENETRATION; PENETRATION SHALL BE
SEALED TO MATCH RATINGS OF EXISTING STRUCTURE. SEAL
PENETRATION WITH DOWSIT 795 OR EQUAL NEUTRAL
ONE-PART SILICONE SEALANT WITH +/-50% MOVEMENT.
JOSEPH W. LAG
Q
TELECOM
STORAGE
RECEIVING
REVISIONS
A
D
C
B
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
54321
54321
DATE:
PREPARED FOR:
SEAL:
SUBCONSULTANT:
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P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CONSTRUCTION PLAN
03/16/2026
24-00558-007
TICKET VENDING
MACHINE SITE
PREPARATION
AS NOTED
E-108
CUMBERLAND
COUNTY
COURTHOUSE -
ELECTRICAL PLAN
1 COURTHOUSE SQUARE,
CARLISLE, PA 17013
1. INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK. SHOULD CONDITIONS BE DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND AWAIT DIRECTION BEFORE PROCEEDING WITH THE WORK.
2. UNLESS OTHERWISE NOTED, ELECTRICAL ITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW, AND
ELECTRICAL ITEMS SHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
3. REFER TO SHEET E-001 FOR TYPICAL INSTALLATION DETAILS.
GENERAL SHEET NOTES:
SHEET KEYNOTES:
CONTRACTOR SHALL PROVIDE NEW BREAKER TO MATCH EXISTING CIRCUIT BREAKER'S TYPE AND AIC RATING.
CONTRACTOR SHALL PROVIDE NEW 1" DIRECT-BURIED POWER CONDUIT WITH ASSOCIATED WIRING FROM COURTHOUSE BUILDING TO TICKET VENDING MACHINE ENCLOSURE LOCATION. CONDUIT SHALL BE ROUTED
THROUGH RAISED PLANTER BED AND SHALL AVOID EXISTING OBSTRUCTIONS.
PROVIDE 2#12 + 1#12G IN 1" CONDUIT FROM NEW 120V/20A/1P CIRCUIT BREAKER IN ETR COURTHOUSE BUILDING TELECOM PANEL TO LOCATION OF NEW TICKET VENDING MACHINE. CONTRACTOR SHALL METER
EXISTING PANEL AND FIELD-VERIFY SPARE CAPACITY FOR ADDITION OF 960VA LOAD.
CONTRACTOR SHALL PROVIDE CONDUIT AT PLANTER WALL BASE AS PER DETAIL 3 ON SHEET E-001 TO ALLOW
REAR-ENTRY TO TICKET VENDING MACHINE.
OBTAIN APPROVAL FOR PROPOSED WORK FROM RABBITTRANSIT AND BUILDING OWNER PRIOR TO
PERFORMANCE OF WORK.
CONDUIT SHALL POKE-THROUGH PLANTER WALL AND BE SURFACE-MOUNTED ALONG WALKWAY WALL.
CONDUIT SHALL BE ROUTED UNDER RAISED EQUIPMENT PAD TO BUILDING.
(SEE VIEWS 3 & 4 ON THIS SHEET)
EXTERIOR WALL PENETRATION SHALL BE SEALED TO MATCH FIRE-RATING OF EXISTING STRUCTURE.
(SEE VIEW 4 ON THIS SHEET)
CONDUIT SHALL POKE-THROUGH INTO BUILDING AND BE ROUTED INTO STORAGE CLOSET. CONDUIT SHALL BE SURFACE-MOUNTED TO CEILING AND WALL AND SHALL BE ROUTED ALONG EXISTING CONDUITS INTO TELECOM ROOM VIA EXISTING INTERIOR WALL PENETRATIONS. (SEE VIEWS 5, 6, & 7 ON THIS SHEET)
CONTRACTOR SHALL PROVIDE A TEMPORARY SURFACE-MOUNTED NEMA 3R JUNCTION BOX OVER CONDUIT TERMINATION AND FASTEN TO PLANTER WALL WITH TEMPORARY FASTENERS. 6'-0" OF WIRING SLACK SHALL BE PULLED TO PROPOSED TVM LOCATION AND COILED IN TEMPORARY BOX FOR FUTURE INSTALLATION OF TVM EQUIPMENT AND ASSOCIATED CONNECTIONS BY RABBITTRANSIT VENDOR. TEMPORARY BOX SHALL BE
REMOVED BY OTHERS AT TIME OF TVM INSTALLATION.
1" = 10'-0"
ELECTRICAL PLAN - NEW WORK
5'
SCALE: 1"= 10'-0"
0 5' 10'
PLAN NORTH
NEW TICKET
VENDING MACHINE
E-108
CONDUIT SHALL POKE-
THROUGH PLANTER WALL AT
EQUIPMENT LOCATION.
(SEE VIEW 2 ON THIS SHEET)
EXISTING BUILDING TO
SERVE NEW TICKET
VENDING MACHINE
12 3
ETR GROUND-MOUNTED
LIGHTING FIXTURE
ETR GROUND-MOUNTED
LIGHTING FIXTURE
ETR BUS SHELTER
ETR MECHANICAL
EQUIPMENT PADS
NEW TICKET VENDING
MACHINE LOCATION
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING4
E-108
ETR PANEL 'TELECOM'
ETR UNDERGROUND TANK
ETR DRAINAGE
PIPE
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING5
E-108 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING6
E-108 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING7
E-108
NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING2
E-108 NOT TO SCALE
SITE PHOTO - PROPOSED CONDUIT ROUTING3
E-108
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW
CONDUIT ROUTING
PROPOSED NEW PLANTER
WALL PENETRATION
PROPOSED NEW PLANTER
WALL PENETRATION
PROPOSED NEW
EXTERIOR WALL
PENETRATION
INTO CHASE
ETR INTERIOR WALL
PENETRATION
FROM CHASE
ETR INTERIOR WALL
PENETRATION INTO
TELECOM ROOM
ETR INTERIOR WALL
PENETRATION FROM CLOSET
JOSEPH W. LAG
Q
| Sheets and Views |
| CS-001 COVER SHEET |
| C-101 RED LION BUS STOP - SITE PLAN |
| OVERALL LOCATION PLAN - RED LION STATION |
| TVM SITE PLAN - RED LION STATION |
| C-102 KING STREET STATION - SITE PLAN |
| OVERALL SITE PLAN - KING STREET STATION |
| TVM SITE PLAN - KING STREET STATION |
| C-103 Gettysburg TRANSFER CENTER - SITE PLAN |
| OVERALL LOCATION PLAN - GETTYSBURG STATION |
| TVM SITE PLAN - GETTYSBURG STATION |
| C-104 HARRISBURG TRANSFER CENTER - SITE PLAN |
| OVERALL LOCATION PLAN - HARRISBURG TRANSFER STATION |
| TVM SITE PLAN - HARRISBURG TRANSFER STATION |
| C-105 HARRISBURG TRAIN STATION - SITE PLAN |
| OVERALL LOCATION PLAN - HTC SHELTERS |
| TVM SITE PLAN - HTC SHELTERS |
| C-106 MIDDLETOWN TRAIN STATION - SITE PLAN |
| OVERALL LOCATION PLAN - MIDDLETOWN TRAIN STATION |
| TVM SITE PLAN - MIDDLETOWN TRAIN STATION |
| C-107 HARRISBURG PHEAA - SITE PLAN |
| OVERALL LOCATION PLAN - PHEAA STATION |
| TVM SITE PLAN - PHEAA BUS STOP |
| C-108 Cumberland County Courthouse - SITE PLAN |
| OVERALL LOCATION PLAN - CUMBERLAND CITY COURTHOUSE |
| TVM SITE PLAN - CUMBERLAND CITY COURTHOUSE |
| C-501 SITE DETAILS |
| FIBER REINFORCED CONCRETE SIDEWALK |
| CONDUIT & DUCTBANK TRENCH SECTION |
| TVM Base |
| PLAIN CEMEMNT CONCRETE CURB |
| BITUMINOUS PAVEMENT PATCH |
| RED LION DEMO |
File details come from the government source that posted it. Updated .