5-2025-12-01 Final Kittanning Plan Set.pdf
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- Solicitation number
- Not on record
- Issued by
- Armstrong County, Pennsylvania
About this file
This is a construction plan set prepared for Town & Country Transit in Kittanning, Pennsylvania, detailing the design specifications for an ADA-compliant ramp and entrance renovation project located at 179 N. McKean Street, Kittanning, PA 16201. The project scope includes demolition of existing concrete sidewalk and ramp, removal of existing railing and canopy support columns, installation of new fiber-reinforced cement concrete sidewalk and monolithic curb, replacement of the doorway threshold with a new aluminum ADA-compliant saddle threshold, and installation of new galvanized steel railing with handrail infrastructure. The architectural drawings specify a 1-inch-equals-10-feet scale and include detailed site plans, elevation views, and construction details for all components. A non-mandatory pre-bid conference is scheduled for December 10, 2025, at 10:00 AM EST via Microsoft Teams, with the bid submission deadline set for January 7, 2026, at 2:00 PM EST through the PennBid electronic bidding portal. Prospective bidders are directed to contact Michael Dillon at mdillon@jmt.com for pre-bid meeting access.
The project requires compliance with Pennsylvania Prevailing Wage Rates, and no Disadvantaged Business Enterprise goals have been established, though Town & Country Transit encourages the use of small businesses. All bids and contracts are subject to a financial assistance agreement between Town & Country Transit and the Pennsylvania Department of Transportation. Contractors are responsible for all construction means, methods, safety precautions, repair of damages to existing facility elements, maintenance of a minimum 4-foot pedestrian walkway along North McKean Street during construction, and provision of necessary traffic control devices. The construction documents specify that the contractor shall protect and maintain the existing overhead canopy structure throughout construction, with cross slopes for drainage set between 0.5 and 1.8 percent minimum and maximum, respectively.
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Text version
NORTH MCKEAN STREET
SIGN
NO BIKES ON SIDEWALK
NO PARKING / BUS STOP
ASPHALT
PAVING
X
F.F.792.26
791.9
792.06
792.26
792.29
792.14
792.18
791.87
791.8
F.F.792.15
(STOOP)
F.F.792.09
(STOOP)
791.82
791.85
791.78
791.79
791.82
791.74
791.77
791.82
791.81
791.84
791.8
791.46
791.49
791.52
791.55
791.59
791.60
TRAV JMT2MAG NAIL
SPEEDBUMP
SIGN
SPRANKLES
PARKING ONLY
ASPHALTPAVINGGAS METERS
CONC
SIDEWALK
SINGLE
STORY
BRICK
BUILDING
BOLLARD
HANDRAIL &
CANOPY SUPPORT CONC
SIDEWALK
CONC
RAM
P
HANDRAIL &
CANOPY SUPPORT
CONC CURB
791.81
ASPHALT
PAVING
791.85
791.84
791.87
791.8
791.8
791.9
791.84
792.14
792.16 792.12
791.87
791.85
791.9
792.09
GAS LINE
REMOVE EXISTING RAILING AND CANOPY
SUPPORT COLUMNS. EXISTING CANOPY TO
BE TEMPORARILTY SUPPORTED DURING
CONSTRUCTION
REMOVE EXISTING CONCETE SIDEWALK /
RAMP. PROTECT AND MAINTAIN EXISTING
OVERHEAD CANOPY STRUCTURE.
REMOVE EXISTING CONCRETE +/- 1FT
TO NEAREST SIDEWALK JOINT
REMOVE AND DISPOSE
OF EXISTING DOORWAY
THRESHOLD.
ACCESS TO ADJACENT
PROPERTY ENTRANCE
TO BE MAINTAINED AT
ALL TIMES.
PREPARED FOR:
REVISIONS
TOWN &
COUNTRY
TRANSIT
220 N. GRANT AVENUE
KITTANNING, PA 16201
724-548-8696
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
DATE:
2 3 4 5
1 2 3 4 5
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
CE-101
EXISTING CONDITIONS -
DEMOLITIONS PLAN
CONSTRUCTION PLAN
11/24/2025
21-02749-005
179 N. MCKEAN STREET
KITTANNING, PA 16201
KITTANNING TRANSIT
ADA RAMP DESIGN
1" = 10'
1 INCH = 10 FEET
10 0 10 20
12/1/2025
NORTH MCKEAN STREET
SIGN
NO BIKES ON SIDEWALK
NO PARKING / BUS STOP
ASPHALT
PAVING
X
F.F.792.26
791.9
792.06
792.26
792.29
792.14
792.18
791.87
791.8
F.F.792.15
(STOOP)
F.F.792.09
(STOOP)
791.82
791.85
791.78
791.79
791.82
791.74
791.77
791.82
791.81
791.84
791.8
791.46
791.49
791.52
791.55
791.59
791.60
TRAV JMT2
SPEEDBUMP
SIGN
SPRANKLES
PARKING ONLY
ASPHALTPAVINGGAS METERS
CONC
SIDEWALK
SINGLE
STORY
BRICK
BUILDING
BOLLARD
HANDRAIL &
CANOPY SUPPORT CONC
SIDEWALK
CONC
RAM
P
HANDRAIL &
CANOPY SUPPORT
CONC CURB
791.81
791.85
791.84
791.87
791.8
791.8
791.9
791.84
792.14
792.16 792.12
791.87
791.85
791.9
792.09
GAS LINE
X
X
X
X
X
C-101
MONOLITHIC CURB
& SIDEWALK
C-101
FIBER REINFORCED CEMENT
CONCRETE SIDEWALK
791.90
BC: 791.87
TC: 792.10
BC: 791.85
TC: 792.15
BC: 791.93
TC: 792.25
792.24
792.24 792.20
792.00
791.90
5'-6"
4' 5'
5'-6"
791.81
5'
REPLACE EXISTING
DOORWAY THRESHOLD
REFER TO A-101 FOR
ADDITIONAL NOTES
STEEL RAILING.
REFER TO A-101
4" SQUARE STEEL POST
(TYP.) REFER TO A-101
PREPARED FOR:
REVISIONS
TOWN &
COUNTRY
TRANSIT
220 N. GRANT AVENUE
KITTANNING, PA 16201
724-548-8696
DATENO. DESCRIPTION
PROJECT:
PLAN SET:
PROJECT LOCATION:
PROJECT NUMBER:
DRAWING TITLE:
SCALE:
DRAWING NUMBER:
DATE:
2 3 4 5
1 2 3 4 5
P: (717) 741-1600 | www.jmt.com
220 ST. CHARLES WAY, SUITE 200 | YORK, PA 17402
C-101
SITE PLAN AND DETAILS
CONSTRUCTION PLAN
11/24/2025
21-02749-005
179 N. MCKEAN STREET
KITTANNING, PA 16201
KITTANNING TRANSIT
ADA RAMP DESIGN
1" = 10'
1 INCH = 10 FEET
10 0 10 20
8"
8"
VARIES
12"
1-1/2" DEEP SAW CUT W/ SEALANT
NOT TO SCALE
C-101
MONOLITHIC CURB & SIDEWALK
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 SUBGRADE4"
4"
NOT TO SCALE
C-101
FIBER REINFORCED CEMENT
CONCRETE SIDEWALK
C-101
FIBER REINFORCED CEMENT
CONCRETE SIDEWALK
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGES CAUSED BY CONSTRUCTION ACTIVITIES TO THE EXISTING FACILITY ELEMENTS
TO REMAIN.
2. PLAN LOCATION, DIMENSIONS, AND ELEVATIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE.
3. CROSS SLOPE OF RAMP / SIDEWALK TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. CROSS SLOPE TO BE 0.5% MINIMUM / 1.8% MAXIMUM.
4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SAFETY
PRECAUTIONS AND PROGRAMS.
5. CONTRACTOR SHALL MAINTAIN A MINIMUM 4'-0" PEDESTRIAN WALKWAY ALONG NORTH MCKEAN STREET DURING CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY TRAFFIC CONTROL DEVICES REQUIRED TO MAINTAIN SAFE PEDESTRIAN PASSAGE.
12/1/2025
A-101
5' - 0"HOLD
DN
NEW ALUMINUM SADDLE
THRESHOLD. SEE DOOR
THRESHOLD NOTES.
4' - 7"
3"
3/4" HOLD
8" ALIGN EDGE OF BASE PLATE
WITH EDGE OF RAMP.
8"
3/ 4"
H O
LD
3"
4'
- 6
/2
3"
3/ 4"
H O
LD
8"
3/ 4"
H O
LD
3"
3'
- 0
/2
8" 3/ 4"
H O
LD
3"
±2 1/4"
3"
ARCHITECTURE
1600 MARKET STREET, SUITE 520
PHILADELPHIA, PA 19103
267.256.0300
WWW.JMTARCHITECTURE.COM
JMT ARCHITECTURE & INTERIOR DESIGN, INC.
PREPARED FOR:
DRAWING TITLE:
PROJECT:
SHEET NUMBER:
SCALE:
PROJECT NO:
DATE:
© JMT 2021
Q :\2
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C al l_ C
M _S er vi ce s\
R ev it\ K itt an ni ng
R am p.
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/1
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4:
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P
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1/2" = 1'-0"
A-100
220 N. GRANT AVENUE
KITTANNING PA, 16201
724-548-8696
KITTANNING
TRANSIT ADA
RAMP DESIGN
RAMP PLAN
TOWN AND COUNTRY
TRANSIT
21-02749-005
11/24/2025
DOOR THRESHOLD NOTES
1. REMOVE EXIST. THRESHOLD IN ITS ENTIRETY, INCLUDING EXIST. CAULK AND
WEATHERSTRIPPING. CLEAN AND PREPARE RESULTING SURFACES TO RECEIVE NEW.
2. INSTALL NEW ALUMINUM ADA COMPLIANT SADDLE THRESHOLD. PROVIDE NEW
THRESHOLD GASKETING AND CAULK TO ENSURE WEATHER-TIGHT SEAL.
1/2" = 1'-0"
ENLARGED RAMP PLAN
T.O. RAMP
0' - 0"
GALVANIZED STEEL PIPE
RAILING, BLACK.
1" ø1 1/2
1/4" DIA. STEEL HANDRAIL
STAND-OFF, BLACK.
3" X 3" X 1/4" GALVANIZED
STEEL PLATE, BLACK, PRE-
DRILLED FOR FASTENERS.
VARIES
2"
1/2" DIA. POWDER COATED
STEEL BAR INFILL, TYP.
TY
P.
1/
2" 4"
T .O
. R
AI
L
A-101
3'
0"
A-101
1/
2"
5' - 0" 3' - 6" 4' - 6"
3 3/4" 3 3/4"
1" DIA. STEEL POST, TYP.
HSS 4x4x3/8 STEEL
CANOPY POST, TYP.
EXISTING AWNING TO BE
MAINTAINED THROUGHOUT
CONSTRUCTION
3 3/4"
2 3/4" 2 3/4"2 3/4" 2 3/4"
3 3/4"
±9
V.
I.F
VA
RI
ES
. V
.I.
F.
A-101
4"
3/4"
1"1"
HSS 4x4x3/8 STEEL POST. FILLET
WELD TO BASE PLATE, ALL SIDES.
8" X 8" X 3/8" STEEL BASE PLATE,
PREDRILLED FOR ANCHOR BOLTS.
1/2" DIA. ANCHOR BOLTS WITH 4" EMBED.
PROVIDE SHIM AS REQ'D. TO SET POST
PLUMB.
8"
8"
TYP.
1"
TY
P.1"
2" 4" 2"
FILLET WELD BASE PLATE TO BOTTOM
OF POST, ALL SIDES.
8" X 8" X 3/8" STEEL BASE PLATE,
PREDRILLED FOR BOLTS.
1/2" DIA. GALVANIZED STAINLESS STEEL
ANCHOR BOLTS WITH 4" EMBED. PAINT
INTERIOR OF BOLT HOLES AND BOTTOM
OF BASE PLATE PRIOR TO SETTING.
2" 4"
2"
3"
3"1/2" TYP.
1/ 2"
T
YP
3/ 4"
H O
LD
1" DIA. GALVANIZED STEEL PIPE
RAILING, BLACK.
POST BASE PLATE
3" X 3" X 1/4" GALVANIZED
STEEL PLATE, BLACK, PRE-
DRILLED FOR FASTENERS.
EQ
EQ
EQ EQ
ARCHITECTURE
1600 MARKET STREET, SUITE 520
PHILADELPHIA, PA 19103
267.256.0300
WWW.JMTARCHITECTURE.COM
JMT ARCHITECTURE & INTERIOR DESIGN, INC.
PREPARED FOR:
DRAWING TITLE:
PROJECT:
SHEET NUMBER:
SCALE:
PROJECT NO:
DATE:
© JMT 2021
Q :\2
1\
9_
5_
O n-
C al l_ C
M _S er vi ce s\
R ev it\ K itt an ni ng
R am p.
rv t
/1
/2
5:
:2
P
M
As indicated
A-101
220 N. GRANT AVENUE
KITTANNING PA, 16201
724-548-8696
KITTANNING
TRANSIT ADA
RAMP DESIGN
RAILING DETAILS
TOWN AND COUNTRY
TRANSIT
21-02749-005
11/24/2025
1 1/2" = 1'-0"
HANDRAIL SECTION
1/2" = 1'-0"
ELEVATION AT HANDRAIL
NOTES:
1. ALL STEEL TO BE GALVANIZED AND PAINTED BLACK.
2. TOUCH UP PAINT AFTER INSTALLATION.
3. MODIFY EXISTING CANOPY STRUCTURE AS REQUIRED TO RECEIVE NEW STEEL POSTS.
1 1/2" = 1'-0"
POST DETAIL
1 1/2" = 1'-0"
POST BASE PLATE DETAIL
1 1/2" = 1'-0"
RAILING BASE PLATE DETAIL
| Sheets and Views |
| C-101 SITE PLAN AND DETAILS |
| MONOLITHIC CURB & SIDEWALK |
| FIBER REINFORCED CEMENT CONCRETE SIDEWALK |
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