2-Loyalsock T Curb Cuts Ph 2 DWG Merged Set.pdf
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- Attached to
- Curb Cuts Phase II
- Solicitation number
- Not on record
- Issued by
- Pike County, Pennsylvania
About this file
This document is a design drawing set for Loyalsock Township, Lycoming County, Pennsylvania, prepared by Bassett Engineering for the Curb Cuts Phase II project. The project involves the installation of approximately fifty-one (51) new ADA-compliant handicap access concrete curb ramps with detectable warning surfaces at various intersections throughout the township, along with associated work including removal of existing sidewalks and curbs, site clearing, traffic control, and pavement and lawn restoration. The drawing set contains 38 sheets detailing intersection plans for 13 separate locations, including Homewood Avenue intersections with Russell Avenue, Pearson Avenue, Clayton Avenue, Wyndham Court, and Tinsman Avenue; Russell Avenue intersections with Blair Street and Sheridan Street; Sheridan Street and Pearson Avenue; Clayton Avenue intersections with Blair Street and Reed Street; Tinsman Avenue intersections with Reed Street and Blair Street; Morgan Avenue intersections with Blair Street, Sheridan Street, and Reed Street; and Westminster Drive and Edercrest Road. The bid opening is scheduled for 1:00 P.M. on Tuesday, August 11, 2026, with public reading at the regular Township meeting at 7:00 P.M. the same evening. A pre-bid meeting will be held at 10:00 AM on Monday, July 27, 2026, at the Loyalsock Township Municipal Building to provide technical assistance with the electronic bidding platform (PennBid).
The Conformed Project Manual is available through the PennBid website and at Bassett Engineering's office and the Township office during normal business hours. Interested parties must purchase paper copies of the Conformed Project Manual from Bassett Engineering for a non-refundable fee of $180 per set, plus a $60 mailing fee if applicable, or bid through the PennBid website to be eligible to submit bids. The construction standards and specifications reference PennDOT Roadway Construction Standard Details (RC-20M through RC-67M) and various PennDOT publications, with all work to comply with ADA standards where technically feasible. The drawings specify Type 1, Type 1A, Type 2, and Type 4A curb ramp configurations depending on site conditions, along with detailed specifications for concrete sidewalk sections, pavement restoration, ramp slopes not exceeding 8.33 percent maximum, detectable warning surfaces, and traffic control measures in accordance with PennDOT Publication 213 guidelines.
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Text version
COVER
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n s v d w g
P L A N
N O R T H
LOCATION MAP - WILLIAMSPORT NORTH
SCALE: 1" = 2000'
LOYALSOCK TOWNSHIP
CURB CUTS AND TRUNCATED DOMES
PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PENNSYLVANIA
ISSUED FOR BID
F
O
I
A
H
T
L
A
M
O
W
N
REGISTERED
E
ENGINEER
PROFESSIONAL
O
E
P
C
M
A
V
L Y
N
S
N
N
BRITT D. BASSETT
P 37258-E
- PROJECT LOCATIONS
PROJECT SHEET INDEX
SHEET TITLE
COVER SHEET
INTERSECTION PLAN T-536 HOMEWOOD AVE. & T-480 RUSSELL AVE.
INTERSECTION PLAN T-536 HOMEWOOD AVE. & T-540 WYNDHAM CT.
COVER
INTERSECTION PLAN T-536 HOMEWOOD AVE. & T-682 TINSMAN AVE.
INTERSECTION PLAN T-480 RUSSELL AVE. & T-628 BLAIR ST.
SHEET NO.
1-2
7-9
10-11
12-13
INTERSECTION PLAN T-480 RUSSELL AVE. & T-616 SHERIDAN ST.
16-17
18-19
INTERSECTION PLAN T-616 SHERIDAN ST. & T-482 PEARSON AVE.
INTERSECTION PLAN T-484 CLAYTON AVE. & T-628 BLAIR ST.
INTERSECTION PLAN T-484 CLAYTON AVE. & T-538 REED ST.
20-21 INTERSECTION PLAN T-682 TINSMAN AVE. & T-538 REED ST.
22-23 INTERSECTION PLAN T-682 TINSMAN AVE. & T-628 BLAIR ST.
24-25 INTERSECTION PLAN T-640 MORGAN AVE. & T-628 BLAIR ST.
26-27 INTERSECTION PLAN T-640 MORGAN AVE. & T-616 SHERIDAN ST.
28-29 INTERSECTION PLAN T-640 MORGAN AVE. & T-538 REED ST.
30 INTERSECTION PLAN T-494 WESTMINSTER DR. & T-619 EDERCREST RD.
31-32 GENERAL NOTES AND DETAILS
33-37 RAMP NOTES AND DETAILS
38 MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES
PROJECT: 26-546
5-6
3-4
INTERSECTION PLAN T-536 HOMEWOOD AVE. & T-482 PEARSON AVE.
INTERSECTION PLAN T-536 HOMEWOOD AVE. & T-484 CLAYTON AVE.
WV
S
WV
S
PROPOSED TYPE 2 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
UTILITY
POLE
UTILITY POLE
UTILITY POLE
SEWER MANHOLE
GAS VALVE
GAS
VALVE
WATER
VALVE
DWELLING
DWELLING
DWELLING
DWELLING
"STOP" SIGN
"STOP" SIGN
"STOP"
SIGN
UTILITY POLE W/ STREET LIGHT
D W
E L
L I N
G
FIRE
HYDRANT
INLET
INLET
HOMEWOOD AVE.
R U
S S E L L
A V E
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
UTILITY POLE
STREET
SIGN
BLEND CURB INTO
EXISTING (TYP.)
ELEC.
BOX
"STOP" SIGN
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-536 HOMEWOOD AVE. & T-480 RUSSELL AVE.
SCALE: 1" = 40'
P L A N
N O R T H
SHEET: 1 OF 38
NW QUADRANT
TYPE 2 CURB RAMP
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-480 RUSSELL AVE.
NE QUADRANT
TYPE 2 CURB RAMP
DEPRESSED
CURB
DWS
LANDING
DEPRESSED
CURB
DWS
LANDING
AutoCAD SHX Text G
AutoCAD SHX Text
FH
AutoCAD SHX Text G
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 2 OF 38
SW QUADRANT
TYPE 2 CURB RAMP
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-480 RUSSELL AVE.
SE QUADRANT
TYPE 2 CURB RAMP
DWS
LANDING
DEPRESSED
CURB
DWS
DEPRESSED
CURB
LANDING
WV
S
WV
UTILITY POLE
UTILITY POLE
UTILITY POLE
UTILITY POLE
"STOP" SIGN
RELOCATE STOP SIGN
"STOP" SIGN
"STOP" SIGN
DWELLING
DWELLING
DWELLING
UTILITY POLE W/ STREET LIGHT
ELEC. BOX
ELEC.
BOX
SEWER MANHOLE
SEWER
MANHOLE
WATER
VALVE
GAS
VALVE
HOMEWOOD AVE.
P E A R S O
N
A V E
INLET
INLET
INLET
PROPOSED TYPE 2 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
WATER
VALVE
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
INLET
LANDSCAPING
DWELLING
PROPOSED TYPE 1A CURB RAMP REPLACE
RAMP, CURBING AND INSTALL DWS
BLEND CURB INTO
EXISTING (TYP.)
STONE RETAINING WALL
STONE RETAINING WALL
"STEET"
SIGN
4'
4'
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
4.1'
9.6'
4.1'
5' MIN.
6.3'
6.3'
6'
6'
MATCH EXISTING
REVEAL (TYP.)
ELEC. BOX
INLET
STOP SIGN
TREE
2.1%
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
6.5'
7.25'
6.5'
6.25'
4'
4'
LANDSCAPING
INLET
INLET
STOP SIGN
UTILITY POLE W/ STREET LIGHT
4.1%
7.7%
6.25'
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-536 HOMEWOOD AVE. & T-482 PEARSON AVE.
SCALE: 1" = 40'
SHEET: 3 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-482 PEARSON AVE.
P L A N
N O R T H
SW QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
R6'
NW QUADRANT
SCALE: 1" = 10'
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 4 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-482 PEARSON AVE.
SW QUADRANT
TYPE 2 CURB RAMP
SE QUADRANT
TYPE 2 CURB RAMP
LANDING
DEPRESSED
CURB
DWS
DWS
LANDING
DEPRESSED
CURB
NW QUADRANT
TYPE 1A CURB RAMP
NE QUADRANT
TYPE 2 CURB RAMP
DEPRESSED CURB
DWS
LANDING
LANDING
DWS
DEPRESSED
DWELLING
DWELLING
WV
S
WV
PROPOSED TYPE 1A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
PROPOSED TYPE 2 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
HOMEWOOD AVE.
C L A Y T O
N
A V E
UTILITY POLE W/ STREET LIGHT
UTILITY POLE
UTILITY POLE
UTILITY
POLE
SHED
G A
R A
G E
INLET
INLET
INLET
S
SEWER
MANHOLE
WATER
VALVE
FIRE
HYDRANT
"STOP" SIGN
STREET SIGN
GARAGE
"STOP" SIGN
"STOP" SIGN
"STOP" SIGN
ELEC. BOX
ELEC.
BOX
DWELLING
BLEND CURB INTO
EXISTING (TYP.)
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
7.6'
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
4'
10.9'
6.7'
4.0'
6.2'
MATCH EXISTING
REVEAL (TYP.)
INLET
ELEC. BOX
STOP SIGN
6.9%
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-536 HOMEWOOD AVE. & T-484 CLAYTON AVE.
SCALE: 1" = 40'
SHEET: 5 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-484 CLAYTON AVE.
P L A N
N O R T H
SE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
FH
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 6 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-484 CLAYTON AVE.
SW QUADRANT
TYPE 2 CURB RAMP
SE QUADRANT
TYPE 1A CURB RAMP
DWS
LANDING
DEPRESSED
CURB
NW QUADRANT
TYPE 2 CURB RAMP
NE QUADRANT
TYPE 1A CURB RAMP
DEPRESSED
CURB
DWS
LANDING
LANDING
DWS
DEPRESSED
CURB
LANDING
DEPRESSED
DWS
HOMEWOOD AVE.
W Y N
D H
A M
C T
S
S
WV
WV
TOWNHOUSE
TOWNHOUSE
TOWNHOUSETOWNHOUSE
PROPOSED TYPE 1A CURB RAMP W/ SHARED
TURNING SPACE. REPLACE RAMP, CURBING
AND INSTALL DWS
STREET LIGHT
ELEC. BOX
ELEC. BOX
SEWER
MANHOLE
WATER
VALVE
WATER
VALVE
FIRE
HYDRANT
"STOP" SIGN
"STOP" SIGN
"NO OUTLET" SIGN
"STREET" SIGN
"NO OUTLET" SIGN
"HOMEWOOD OAKS
TOWNHOUSES" SIGN
INLET
INLET
INLET
INLET
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
9.4'
2.6'
2.6'
6.2'
6.2'
4'
4'
9.8%
"STOP" SIGN
INLET
INLET
"HOMEWOOD OAKS
TOWNHOUSES" SIGN
MATCH EXISTING
REVEAL (TYP.)
WV
5.1%
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
3.1'
3.6'
4'
4'
10.4'
5.1'
6.2'
"STREET" SIGN
INLET
"HOMEWOOD OAKS
TOWNHOUSES" SIGN
ELEC.
BOX
WATER VALVE
FIRE HYDRANT
MATCH EXISTING
REVEAL (TYP.)
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-536 HOMEWOOD AVE. & T-540 WYNDHAM CT.
SCALE: 1" = 40'
SHEET: 7 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-540 WYNDHAM CT.
P L A N
N O R T H
NW QUADRANT
SCALE: 1" = 10'
NE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
AutoCAD SHX Text
FH
15' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
2.6'
2.6'
4'
4'
9.4'
6.2'
6.2'
INLET
ELEC. BOX
STREET LIGHT
SEWER
MANHOLE
8.76%
MATCH EXISTING
REVEAL (TYP.)
9.4'
6.2'
6.2'
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
4'
4'
2.6'
2.6'
MATCH EXISTING
REVEAL (TYP.)
5.8%
ELEC. BOX
"STOP"
SIGN
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 8 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-540 WYNDHAM CT.
SW QUADRANT
SCALE: 1" = 10'
SE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
SW QUADRANT
TYPE 1A CURB RAMP
SE QUADRANT
TYPE 1A CURB RAMP
DWS
LANDING
DEPRESSED
CURB
DWS
DEPRESSED
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 9 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-540 WYNDHAM CT.
NW QUADRANT
TYPE 2 CURB RAMP
NE QUADRANT
TYPE 1A CURB RAMP
DWS
DWS
LANDING
LANDING
DEPRESSED
CURB
WV
PROPOSED TYPE 1A CURB RAMP W/ SHARED
TURNING SPACE. REPLACE RAMP, CURBING
AND INSTALL DWS
T I N
S M
N
V E
HOMEWOOD AVE.
DWELLING
DWELLING
DWELLING
INLET
INLET
INLET
INLET
"STOP" SIGN
"STOP" SIGN
"STOP" SIGN
"STOP" SIGN
SEWER
MANHOLE
WATER
VALVE
UTILITY POLE
UTILITY POLE
UTILITY POLE
"NO PARKING" SIGN
MANHOLE
"STREET" SIGN
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
15' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
4'
5'
1.6'
7.8'
7.2'
6.7'
0.4'
MATCH EXISTING
REVEAL (TYP.)
10%
INLET
"STOP" SIGN
S
15' MIN. TO
NEAREST JOINT
15' MIN. TO
NEAREST JOINT
5'
5'
2.3'
4.2'
4'
4'
11.4'
MATCH EXISTING
REVEAL (TYP.)
INLET
INLET
STORM SEWER MANHOLE
"STOP" SIGN
CHAIN LINK FENCE
8.93%
7.6%
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-536 HOMEWOOD AVE. & T-682 TINSMAN AVE.
SCALE: 1" = 40'
SHEET: 10 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-682 TINSMAN AVE.
P L A N
N O R T H
SW QUADRANT
SCALE: 1" = 10'
NE QUADRANT
SCALE: 1" = 10'
P L A N
N O R
H
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 11 OF 38
INTERSECTION PLAN
T-536 HOMEWOOD AVE. & T-682 TINSMAN AVE.
SW QUADRANT
TYPE 1A CURB RAMP
SE QUADRANT
TYPE 1A CURB RAMP
NW QUADRANT
TYPE 1A CURB RAMP
NE QUADRANT
TYPE 1A CURB RAMP
DEPRESSED
CURB
DWS
LANDING
DWS
DEPRESSED
CURB
LANDING
DEPRESSED
CURB
DWS
LANDING
DEPRESSED
CURB
PROPOSED TYPE 4A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
UTILITY POLE
STORM SEWER MANHOLE
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
"STREET" SIGN
DWELLING
DWELLING
DWELLING
BLAIR ST.
"STOP" SIGN
UTILITY POLE
R
U
S
S
E
L
E
INLET
INLET
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
5'
2'
5'
2'
MATCH
EXISTING
REVEAL (TYP.)
CONCRETE ROLLED
FLARE (TYP.)
"STOP" SIGN
INLET
8.33%
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
5'
5'
2'
2'
INLET
CONCRETE ROLLED
FLARE (TYP.)
MATCH
EXISTING
REVEAL (TYP.)
8.33%
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-480 RUSSELL AVE. & T-628 BLAIR ST.
SCALE: 1" = 40'
SHEET: 12 OF 38
INTERSECTION PLAN
T-480 RUSSELL AVE. & T-628 BLAIR ST.
P L A N
N O R T H
NW QUADRANT
SCALE: 1" = 10'
NE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
P L A N
N O R
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 13 OF 38
INTERSECTION PLAN
T-480 RUSSELL AVE. & T-628 BLAIR ST.
NW QUADRANT
TYPE 4A CURB RAMP
NE QUADRANT
TYPE 4A CURB RAMP
LANDING
LANDING
DEPRESSED
CURB
DEPRESSED
CURB
DWELLING
DWELLING
PROPOSED TYPE 4A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
R
U
S
S
E
E
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
BLEND CURB INTO
EXISTING (TYP.)
"STREET" SIGN
"STOP"
SIGN
UTILITY POLE
SEWER MANHOLE
GAS VALVE
ELEC. BOX
CONC.
SLAB
PAVED
DRIVE
PAVED
DRIVE
STONE FENCE
REPLACE SIDEWALK TO
NEAREST JNT. (TYP.)
S
H
E
R
I
D
S
H
E
R
I
D
S
ELEC. BOX
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-480 RUSSELL AVE. & T-616 SHERIDAN ST.
SCALE: 1" = 40'
SHEET: 14 OF 38
INTERSECTION PLAN
T-480 RUSSELL AVE. & T-616 SHERIDAN ST.
P L A N
N O R T H
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 4A CURB RAMP
DWS
LANDING
DEPRESSED
CURB
LANDING
DWS
DEPRESSED
CURB
PAVED
DRIVE
DWELLING
S
H
E
R
I
D
PROPOSED TYPE 4A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
S
S
TOWNHOUSE
P
E
A
R
S
O
E
PAVED
DRIVE
PAVED
DRIVE
ELEC. BOX
"STREET" SIGN
SEWER MANHOLE
"BECKETT
ESTATES" SIGN
"STOP" SIGN
UTILITY POLE W/ STREET LIGHT
INLET
INLET
FIRE HYDRANT
BLEND CURB INTO
EXISTING (TYP.)
REPLACE SIDEWALK TO
NEAREST JNT. (TYP.)
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-616 SHERIDAN ST. & T-482 PEARSON AVE.
SCALE: 1" = 40'
SHEET: 15 OF 38
INTERSECTION PLAN
T-616 SHERIDAN ST. & T-482 PEARSON AVE.
P L A N
N O R T H
SW QUADRANT
TYPE 4A CURB RAMP
DWS
LANDING
DEPRESSED
CURB
AutoCAD SHX Text G
WV
WV
WV
S
S
S
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
BLAIR ST.
C L A Y T O
N
A V E
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
DWELLING
DWELLING
DWELLING
DWELLING
SHED
SHED
C A
R P
O R
T
CONC.
DRIVE
CONC.
DRIVE
INLET
INLET
INLET
"STOP" SIGN
"STOP" SIGN
FIRE HYDRANT
WATER VALVE
SEWER MANHOLE
SEWER
MANHOLE
SEWER
MANHOLE
"STREET" SIGN
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
5.2'
6.8'
5.2'
6.6'
5.6'
MATCH EXISTING
REVEAL (TYP.)
INLET
0.7%
8.33%
2.0%
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
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D e s i g n d w g
SITE PLAN - T-484 CLAYTON AVE. & T-628 BLAIR ST.
SCALE: 1" = 40'
SHEET: 16 OF 38
INTERSECTION PLAN
T-484 CLAYTON AVE. & T-628 BLAIR ST.
P L A N
N O R T H
NE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 17 OF 38
INTERSECTION PLAN
T-484 CLAYTON AVE. & T-628 BLAIR ST.
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 1 CURB RAMP
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1 CURB RAMP
DWS
LANDING
DEPRESSED
CURB
LANDING
DWS
DEPRESSED
CURB
DWS
LANDING
DEPRESSED
CURB
LANDING
DWS
TOWNHOUSE
D W
E L L
IN
G
OFFICE BUILDING
S
PROPOSED TYPE 4A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
PROPOSED TYPE 1A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
BLEND CURB INTO
EXISTING (TYP.)
REPLACE SIDEWALK TO
NEAREST JNT. (TYP.)
"STOP" SIGN
R
E E
C
L
A
Y
T
O
N
A
V
E
"STREET" SIGN
FIRE HYDRANT
UTILITY POLE
UTILITY POLE
INLET
ELEC.
BOX
INLET
INLET
GAS VALVE
ELEC. BOX
"FAMILY & COSMETIC DENTISTRY" SIGN
10' MIN. TO
NEAREST JOINT
M
I
N
E
A
R
E
J
I
N
T
5'
5'
6.3'
5.1'
6.2'
2.5'
MATCH EXISTING
REVEAL (TYP.)
GAS VALVE
ELEC. BOX
"STOP" SIGN
INLET
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
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D e s i g n d w g
SITE PLAN - T-484 CLAYTON AVE. & T-538 REED ST.
SCALE: 1" = 40'
SHEET: 18 OF 38
INTERSECTION PLAN
T-484 CLAYTON AVE. & T-538 REED ST.
P L A N
N O R T H
NE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
AutoCAD SHX Text
FH
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DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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D e s i g n d w g
SHEET: 19 OF 38
INTERSECTION PLAN
T-484 CLAYTON AVE. & T-538 REED ST.
NE QUADRANT
TYPE 4A CURB RAMP
SE QUADRANT
TYPE 1A CURB RAMP
DWS
DWS
LANDING
LANDING
DEPRESSED
CURB
W
WV
W
V
S
S
W
V
WV
PROPOSED TYPE 1A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
R
E E
T
I
N
S
M
E
REPLACE SIDEWALK TO
NEAREST JNT. (TYP.)
BLEND CURB INTO
EXISTING (TYP.)
DWELLING
DWELLING
DWELLING
D W
E L L
IN
G
D W
E L L
IN
G
"STOP" SIGN
"STOP" SIGN
GAS VALVE (TYP.)
INLET (TYP.)
GAS VALVE (TYP.)
FIRE HYDRANT
"STREET" SIGN
UTILITY POLE W/ STREET LIGHT
UTILITY POLE
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
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D e s i g n d w g
SITE PLAN - T-682 TINSMAN AVE. & T-538 REED ST.
SCALE: 1" = 40'
SHEET: 20 OF 38
INTERSECTION PLAN
T-682 TINSMAN AVE. & T-538 REED ST.
P L A N
N O R T H
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1A CURB RAMP
LANDING
DWS
DEPRESSED
CURB
DWS
DEPRESSED
CURB
LANDING
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FH
DATE: 06/26/2026
TITLE
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D e s i g n d w g
SHEET: 21 OF 38
INTERSECTION PLAN
T-682 TINSMAN AVE. & T-538 REED ST.
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 1 CURB RAMP
DWS
DWS
DEPRESSED
CURB
DEPRESSED
CURB
WV
WV
WV
WV
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
BLAIR ST.
T I N
S M
E
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
DWELLING
DWELLING
DWELLING
DWELLING
DWELLING
DWELLING
SEWER MANHOLE
"STOP" SIGN
"STOP" SIGN
FIRE HYDRANT
"STREET" SIGN
GAS VALVE (TYP.)
INLET (TYP.)
WATER VALVE (TYP.)
"SLOW, CHILDREN AT PLAY" SIGN
"BUS STOP" SIGN
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
7.0'
5.3'
5'
5'
5.5'
4.7'
MATCH EXISTING
REVEAL (TYP.)
INLET
GAS VALVE"STOP" SIGN
1.9%
8.33%
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
5'
5'
4.9'
4.2'
5.2'
6.7'
MATCH EXISTING
REVEAL (TYP.)
GAS VALVE
(TYP.)
UTILITY POLE W/
STREET LIGHT
"BUS STOP" SIGN
"SLOW CHILDREN
AT PLAY" SIGN
4.4%
8.33%
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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D e s i g n d w g
SITE PLAN - T-682 TINSMAN AVE. & T-528 BLAIR ST.
SCALE: 1" = 40'
SHEET: 22 OF 38
INTERSECTION PLAN
T-682 TINSMAN AVE. & T-628 BLAIR ST.
P L A N
N O R T H
SW QUADRANT
SCALE: 1" = 10'
SE QUADRANT
SCALE: 1" = 10'
P L A N
N O R T H
AutoCAD SHX Text
FH
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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D e s i g n d w g
SHEET: 23 OF 38
INTERSECTION PLAN
T-682 TINSMAN AVE. & T-628 BLAIR ST.
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 1 CURB RAMP
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1 CURB RAMP
DWS
LANDING
DEPRESSED
CURB
LANDING
DWS
DEPRESSED
CURB
LANDING
DWS
DEPRESSED
CURB
LANDING
DWS
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
S
WV
WV
BLEND CURB INTO
EXISTING (TYP.)
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLAIR ST.
M O
R G
E
DWELLING
DWELLING
DWELLING
DWELLING
INLET
SEWER MANHOLE
WATER VALVE
"STOP" SIGN
"STOP" SIGN
"STREET" SIGN
"SLOW, CHILDREN AT PLAY" SIGN
UTILITY POLE W/ STREET LIGHT
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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SITE PLAN - T-640 MORGAN AVE. & T-528 BLAIR ST.
SCALE: 1" = 40'
SHEET: 24 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-628 BLAIR ST.
P L A N
N O R T H
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1 CURB RAMP
DWS
LANDING
LANDING
DEPRESSED
CURB
DWS
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 25 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-628 BLAIR ST.
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 1 CURB RAMP
DWS
DEPRESSED
CURB
DWS
DEPRESSED
CURB
S
WV
M O
R G
E
SHERIDAN ST.
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
BLEND CURB INTO
EXISTING (TYP.)
UTILITY POLE W/ STREET LIGHT
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
WATER VALVE
SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
INLET (TYP.)
"STOP" SIGN
"STOP" SIGN
"STREET" SIGN
WOODEN PLANTER
DWELLING
DWELLING
DWELLING
DWELLING
DWELLING
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
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D e s i g n d w g
SITE PLAN - T-640 MORGAN AVE. & T-616 SHERIDAN ST.
SCALE: 1" = 40'
SHEET: 26 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-616 SHERIDAN ST.
P L A N
N O R T H
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1 CURB RAMP
DWS
DEPRESSED
CURB
DWS
DEPRESSED
CURB
LANDING
LANDING
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 27 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-616 SHERIDAN ST.
SW QUADRANT
TYPE 1 CURB RAMP
SE QUADRANT
TYPE 1 CURB RAMP
DWS
DEPRESSED
CURB
DWS
DEPRESSED
CURB
S
S
M O
R G
E
REED ST.
PROPOSED TYPE 1 CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
BLEND CURB INTO
EXISTING (TYP.)
DWELLING
DWELLING
D W
E L
L I N
G
SEWER MANHOLE
WATER VALVE
UTILITY POLE W/ STREET LIGHT
"STOP" SIGN
"STREET" SIGN
INLET (TYP.)
10' MIN. TO
NEAREST JOINT
10' MIN. TO
NEAREST JOINT
5'
5'
5'
5'
6.6'
6.6'
7.3'
2.5% 7.4%
MATCH EXISTING
REVEAL (TYP.)
"STOP" SIGN
DECORATIVE
FENCE
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SITE PLAN - T-640 MORGAN AVE. & T-538 REED ST.
SCALE: 1" = 40'
SHEET: 28 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-538 REED ST.
P L A N
N O R T H
NW QUADRANT
SCALE: 1" = 10'
P L A N
N O R T
7.3'
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
T
C u r b
I I
D e s i g n d w g
SHEET: 29 OF 38
INTERSECTION PLAN
T-640 MORGAN AVE. & T-538 REED ST.
NW QUADRANT
TYPE 1 CURB RAMP
NE QUADRANT
TYPE 1 CURB RAMP
DWS
DEPRESSED
CURB
DWS
DEPRESSED
CURB
PROPOSED TYPE 4A CURB RAMP
REPLACE RAMP, CURBING AND INSTALL DWS
WV
S
S
W E S T M
I N
S T E R
D
R
REPLACE SIDEWALK TO
NEAREST JNT. (TYP)
E
D
E
R
C
R
E
R
BLEND CURB INTO
EXISTING (TYP.)
INLET (TYP.)
SEWER MANHOLE
"SERVICE 1ST BANK" SIGN
UTILITY POLE W/
STREET LIGHT
"STREET" SIGN
WATER VALVE
SEWER MANHOLE
"STOP" SIGN
HOTEL
ENTRANCE
GAS
PUMPS
S
T
R
E
A
M
PARKING
LOT
PARKING
LOT
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
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D e s i g n d w g
SITE PLAN - T-494 WESTMINSTER DR. & T-619 EDERCREST RD.
SCALE: 1" = 40'
SHEET: 30 OF 38
INTERSECTION PLAN
T-494 WESTMINSTER DR. & T-619 EDERCREST RD.
P L A N
N O R T H
NE QUADRANT
TYPE 4A CURB RAMP
SE QUADRANT
TYPE 4A CURB RAMP
LANDING
LANDING
DEPRESSED
CURB
DEPRESSED
CURB
GENERAL NOTES
SHEET: 31 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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C u r b
I I
D e s i g n d w g
F
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ENGINEER
PROFESSIONAL
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BRITT D. BASSETT
P 37258-E
GENERAL NOTES:
1. Construction on this project shall implement the following PennDOT Roadway Construction Standard Details:
RC-20M CONCRETE PAVEMENT JOINTS, 11/01/2022
RC-21M REINFORCED CONCRETE PAVEMENT, 07/01/2010
RC-24M PAVEMENT RELIEF JOINT, 02/19/2021
RC-27M PLAIN CONCRETE PAVEMENT, 11/20/2021
RC-64M CURBS & GUTTERS, 02/19/2021
RC-65M CONCRETE MOUNTABLE CURBS, 01/17/2019
RC-67M CURB RAMPS AND SIDEWALKS, 02/19/2021
2. All work in PA state highway right-of-way is to be performed consistent with the following:
Publication No. 408, Specifications
Publication No. 35, Approved Construction Materials (Bulletin 15).
Publication No. 72, Standards for Roadway Construction.
Publication No. 111m, Traffic Control-Pavement Markings and Signing Stadards.
Publication No. 213, Temporary Traffic Control Guidelines.
3. The referenced roadway construction details can be downloaded from https://www.dot.state.pa.us/public/bureaus/design/pub72m/toc-index-chg1.pdf.
4. Limit of sidewalk replacement. Construction limits shall be assumed to be at the nearest pavement joint to the limits shown on these plans.
5. Compliance with ADA standards is Technically Infeasible (TIF) in this area. Sidewalk slopes exceed ADA standards
6. LOCR = Limit of Curb Removal. New curb shall match existing curb reveal at the limit of curb removal.
7. Type 1A ramp as depicted on Sheet 3 of RC-67M.
8. Hatching denotes limit of sidewalk replacement. Where sidewalk replacement abuts curbing, curbing shall also be replaced.
9. All water valve boxes, and other existing structures affected by the proposed construction shall be adjusted to match the proposed pavement grades.
10. The contractor shall paint curbs yellow on all curb areas that were painted yellow prior to demolition.
11. Connect downspout drain and connect to existing inlet. Remove existing drain pipe.
12. Hatching denotes limit of sidewalk replacement. Where sidewalk replacement abuts curbing, curbing shall also be replaced.
13. Expansion material shall be provided between all retaining structures and sidewalks.
14. Install detectable warning surface as shown.
15. Sidewalk shall be replaced to the 8" driveway thickness as noted per the Concrete Sidewalk Section.DOT Publication 213, PATA 102
& 110 diagrams.
16. The contractor shall utilize traffic control according to PennDOT Publication 213, PATA 102 & 110 diagrams.
17. Work performed within the PennDOT right-of-way shall be completed in accordance with PennDOT Publications 34, 213, 111M and
408.
18. All existing markings which are no longer appropriate shall be eradicated by the contractor using an eradication method approved by a PennDOT field representative.
19. In the event that there are any discrepancies found between the proposed slopes and proposed spot elevations/distances, the contractor must contact the designing engineer before proceeding with construction.
20. Install DWS in accordance with RC-67M.
21. Install signage in accordance with PUB 213, PATA 219.
ROAD
WORK
END
ROAD WORK
SIDEWALK CLOSED
SIGNAGE (PUB 213 PATA 219)
W20-1 G20-2 R9-11a
CROSS HERE
GENERAL DETAILS
SHEET: 32 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
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L o y a l s o c k
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N.T.S.
CONCRETE SIDEWALK SECTION
CLASS "A" CONCRETE
4" (TYP.), 6" IN DRIVEWAY AREAS
6" WELL
COMPACTED 2A
MODIFIED STONE
2% MAX. CROSS SLOPE
NOTES:
1. SIDEWALK SHALL HAVE TOOLED 1/4" DEEP EXPANSION JOINTS SPACED EQUAL TO THE SIDEWALK
WIDTH.
2. A FULL DEPTH PAVEMENT JOINT SHALL BE PROVIDED EVERY 20' AND AT THE BEGINNING OF
TRANSITIONS FROM 4" TO 6" PAVEMENT THICKNESS.
3. 6" PAVEMENT THICKNESS SHALL BE PROVIDED AT POINTS WHERE DRIVEWAYS CROSS THE
SIDEWALK. 6" THICK CONCRETE SHALL BE CLASS "AA".
4. A 5' TRANSITION SHALL BE PROVIDED WHEN THE SIDEWALK THICKNESS CHANGES FROM 4" TO 6".
EXISTING GROUND (COMPACTED TO 95% DENSITY)
2'-0" MAX.
VARIES
SLOPE VARIES
N.T.S.
PAVEMENT RESTORATION DETAIL
NOTES:
1. HMA SURFACE COURSE, 9.5 MM WILL ONLY BE PLACED AT THE RESTORATION OF THE CURB IMPROVEMENTS
AT THE INTERSECTION OF ELM AND WALNUT STREET. ALL OTHER LOCATIONS WILL BE RESTORED USING
HMA BASE COURSE, 25 MM TO THE DEPRESSED CURB AND ADJACENT PAVEMENT ELEVATIONS.
1 LAYER 6 x 6 no. 10 GAUGE WWF
HOT MIX ASPHALT SURFACE
COURSE, 9.5 MM, 1.5" THICK
HOT MIX ASPHALT BASE COURSE, 25 MM,
4" THICK
PRIME COAT
SAWCUT EXISTING PAVEMENT FULL
DEPTH, APPLY TACK COAT
WELL-COMPACTED SOIL SUB-GRADE
WELL-COMPACTED PENNDOT 2A
MODIFIED STONE, 6" THICK
SEAL PAVEMENT JOINT
PLAIN CEMENT CONCRETE CURB (CURB
REVEAL VARIES)
CONCRETE
SIDEWALK (SEE
DETAIL)
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BRITT D. BASSETT
P 37258-E
RAMP DETAILS
SHEET: 33 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
PROJECT
L o y a l s o c k
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SEE NOTE 27 (TYP.)
PLAIN CEMENT CONCRETE
DEPRESSED CURB
SIDEWALK AREA
DETECTABLE WARNING
SURFACE (TYP.)
SEE NOTE 26
RAMP WIDTH 4'-0" MIN.
TURNING SPACE
4'-0" MIN.
SLOPE: ZERO ±
2.00% SEE NOTE 12
M
X
O
P
E
NON-WALK
SURFACE
ROADWAY
SURFACE
6" AGGREGATE
SUBBASE
4" CONCRETE
SIDEWALK
5'-0" MIN.
(SEE NOTE 20)
VARIES
2.00% MAX
CROSS SLOPE
1 2
1 2
A
A
8"
10"
CURB HEIGHT
1/4" RADIUS
3/4" RADIUS
ROADWAY SURFACE
CURB FLUSH WITH ROADWAY
SURFACE (SEE NOTE 22)
CLASS A CONCRETE
FLARED SLOPE
SURFACE
N.T.S.
TYPE 1 CURB RAMP
N.T.S.
SIDEWALK TYPICAL SECTION
N.T.S.
DEPRESSED CURB FOR
CURB RAMPS
NOTES:
1 SIDE FLARES 10.00% MAX SLOPES.
2 IF THE TURNING SPACE IS INDICATED TO
BE LESS THAN 4'-0", CONSTRUCT SIDE
FLARES 8.33% MAX SLOPES.
18 CURB RAMPS REQUIRE A TURNING SPACE
WITH A MAXIMUM CROSS SLOPE AND
LONGITUDINAL SLOPE OF 2.00% WHERE
PEDESTRIANS PERFORM TURNING
MANEUVERS. SEE DETAILS FOR LOCATION
AND DIMENSIONS.
4" CONCRETE SIDEWALK
6" AGGREGATED SUBBASE
ROADWAY
SURFACE
RAMP LENGTH TURNING SPACE
SURFACE OF CURB RAMP
FLUSH WITH ROADWAY
SURFACE (SEE NOTE 20)
PLAIN CEMENT CONCRETE
DEPRESSED CURB
AGGREGATE SUBBASE
4" CONCRETE SIDEWALK
24" MIN
8.33% MAX
RAMP SLOPE
TURNING AREA
2.00% MAX SLOPES
N.T.S.
TYPE 1 SECTION A-A
RAMP
WIDTH
CURB RAMP SIDE FLARE
CURB RAMP SIDE FLARE
ROUNDED
EDGE (TYP.)
CURB RAMP
RAMP CROSS SLOPE
(SEE NOTE 12)
SIDE FLARE SLOPE 10.00% MAX
ROADWAY
SURFACE
TOP OF CURB
PLAIN CEMENT CONCRETE
DEPRESSED CURB ROUNDED
EDGE (TYP.)
DETACTABLE
WARNING SURFACE
FULL WIDTH OF RAMP
N.T.S.
TYPE 1 ELEVATION
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SHEET: 34 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
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L o y a l s o c k
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SIDEWALK AREA
PLAIN CEMENT CONCRETE
DEPRESSED CURB (TYP.)
DETECTABLE
WARNING SURFACE
(TYP.)
8.33% MAX RAMP
SLOPE (TYP.)
RAMP WIDTH
4'-0" MIN (TYP.)
TURNING SPACE
4'-0" MIN
SLOPE: ZERO ± 2.00%
(TYP.)
N.T.S.
TYPE 1 DOUBLE CURB RAMPS
N.T.S.
TYPE 1 CURB RAMPS WITH
SHARED TURNING SPACE
SIDEWALK AREA
SLOPE: ZERO ± 2.00% (TYP.)
4'-0" MIN TURNING SPACE
8.33% MAX RAMP SLOPE
(TYP.)
PLAIN CEMENT CONCRETE
DEPRESSED CURB (TYP.)
DETECTABLE
WARNING SURFACE
(TYP.)
RAMP WIDTH
4'-0" MIN (TYP.)
PLAIN CEMENT CONCRETE DEPRESSED
CURB (HEIGHT VARIES CURB, REVEAL
DETERMINED BY FLARE SLOP)
N.T.S.
TYPE 1A CURB RAMP
STOP LINE
PLAIN CEMENT CONCRETE CURB
CHEEK WALL (SEE NOTE 21)
DETECTABLE WARNING
SURFACE (TYP.)
SIDEWALK
WIDTH 5'-0" MIN
(SEE NOTE 18)
PLAIN CEMENT CONCRETE
DEPRESSED CURB 8.33% MAX SLOPE
4'-0" MIN
PLAIN CEMENT
CONCRETE
DEPRESSED CURB
SLOPE: ZERO ± 2.00%
5'-0" MAX (SEE SHEET 9)
NOTES:
1 SIDE FLARES 10.00% MAX SLOPES.
2 IF THE TURNING SPACE IS INDICATED TO BE LESS
THAN 4'-0", CONSTRUCT SIDE FLARES 8.33% MAX
SLOPES.
3 OPTIONAL ROLLED CONCRETE SURFACE OR REGRADE
SLOPE CAN BE USED TO MEET THE ADJACENT
SURFACES IN LIEU OF A RETURN CURB CHEEK WALL.
4 8.33% MAX RAMP SLOPE, SEE NOTE 8.
18 CURB RAMPS REQUIRE A TURNING SPACE WITH A
MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING
MANEUVERS. SEE DETAILS FOR LOCATION AND
DIMENSIONS.
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SHEET: 35 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
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BRITT D. BASSETT
P 37258-E
TYPE 2 CURB RAMPS
TYPE 2 CURB RAMPS
SECTION B-B
PLAIN CEMENT CONCRETE CURB
CHEEK WALL (WHERE APPLICABLE)
PEDESTRIAN PUSHBUTTON (WHERE
APPLICABLE)
DETECTABLE WARNING
SURFACE (TYP.)
5'-0" MIN TURNING SPACE
SIDEWALK
WIDTH 5'-0" MIN
PLAIN CEMENT CONCRETE
DEPRESSED CURB (TYP.)
4'-0" MIN
(TYP.)
PLAIN CEMENT CONCRETE
DEPRESSED CURB (TYP.)
WIDTH OF TURNING SPACE AT
DEPRESSED CURB TO MATCH
WIDTH OF DETECTABLE
WARNING SURFACE
ROADWAY
SURFACE
PREMOLDED EXP
JT FILLER (TYP.)
PLAIN CEMENT CONCRETE
DEPRESSED CURB (TYP.)
TURNING SPACE FLUSH
WITH ROADWAY SURFACE
AGGREGATE
SUBBASE
4" CONCRETE SIDEWALK
PLAIN CEMENT CONCRETE
CURB CHEEK WALL
SLOPED RAMP/CURB
CHEEK WALL
24" MIN.
2% MAX SLOPE
NOTES:
3 OPTIONAL ROLLED CONCRETE SURFACE OR REGRADE SLOPE CAN BE USED TO
MEET THE ADJACENT SURFACES IN LIEU OF A RETURN CURB CHEEK WALL.
4 8.33% MAX RAMP SLOPE, SEE NOTE 8.
8 SLOPE: ZERO ± 2.00%
18 CURB RAMPS REQUIRE A TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND
LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING
MANEUVERS. SEE DETAILS FOR LOCATION AND DIMENSIONS.
N.T.S.
N.T.S.
SHEET: 36 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
TITLE
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P 37258-E
SIDEWALK WIDTH
5'-0" MIN.
SEE NOTE 20
VARIABLE
CONCRETE ROLLED FLARE
SLOPE:
ZERO ± 2.00%
NON-WALK
SURFACE
NON-WALK
SURFACE
ALTERNATE GRADED FLARE
3:1 OR FLATTER
SEE NOTE 23
PLAIN CEMENT CONCRETE
DEPRESSES CURB
RAMP WIDTH
24" TYP.
12" MIN.
DETECTABLE WARNING
SURFACE (TYP.)
8" (TYP.)
ALTERNATE TYPE 4A CURB RAMP
(PARALLEL)
SLOPE:
ZERO ± 2.00%
SIDEWALK WIDTH
5'-0" MIN.
SEE NOTE 20
8" (TYP.)
CONCRETE ROLLED FLARE
NON-WALK
SURFACE
DETECTABLE WARNING
SURFACE (TYP.)
NON-WALK
SURFACE
ALTERNATE GRADED FLARE
3:1 OR FLATTER
SEE NOTE 23
PLAIN CEMENT CONCRETE
DEPRESSES CURB
RAMP WIDTH
4'-0" MIN.
24" TYP.
12" MIN.
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ALTERNATE TYPE 4A CURB RAMP
(PERPENDICULAR)
RAMP
WIDTH
24" TYP.
12" MIN.
24" TYP.
12" MIN.
HEIGHT
VARIES CURB FLUSH WITH ROAD
SURFACE (SEE NOTE 22)
TYPE 4A NON-TRAVERSABLE
ROLLED FLARES
RAMP NOTES
SHEET: 37 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
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RAMP NOTES:
1. Provide materials and construct as specified in Publication 408, Sections 350, 413, 630, 676 and 695.
2. Provide expansion joint material 3/4" thick where curb ramp adjoins any rigid pavement, sidewalk or structure with the top pf joint filler flush with adjacent concrete surface.
3. Construct curb ramps with a minimum 4'-0" x 4'-0" clear space beyond the curb face, within the width of the crosswalk and wholly outside the parallel vehicle travel lane.
4. Seal joints with an approved sealing material.
5. Provide slip resistant texture on curb ramp by coarse brooming transverse to the slope of the ramp. Extend texture the full width and length of the curb ramp including side flares.
6. Modify construction details to adapt dimensions to new or existing curb heights where the curb is less than the standard 8" height.
7. Curb ramp and side flare lengths are variable and based on curb height and sidewalk slope.
8. To avoid chasing grade indefinitely when traversing the height of curb, ramp length not to exceed 15'-0". Adjust ramp slope as needed to provide access to the maximum extent feasible.
9. Non-walk area is an obstructed or grass/non-paved area adjacent to the pedestrian access route that is not used by the pedestrian for access.
10. Align detectable warning surface truncated domes on a square grid in the predominant direction of the ramp and perpendicular to curb.
11. Provide detectable warning surfaces (DWS) 24" minimum (in the direction of pedestrian travel) across full width of ramp at the grade break near street edge. Provide DWS that contrast visually with adjacent walkway surfaces, either light-on-dark or dark-on-light for the full width of ramp.
12. For new construction, do not exceed 2.00% cross slope on the curb ramp of pedestrian access route.
13. For new construction and alterations, construct curb ramp and flare slopes with the flattest slope possible. The slopes indicated in the details show max slope allowable. Slopes that exceed those indicated in the details, or contract documents as applicable, will not be accepted and will be reconstructed.
14. Construct sidewalks at a longitudinal slope not to exceed 5.00%, for roadway profile slopes that exceed 5.00%, construct parallel sidewalks adjacent to roadway at a longitudinal slope not to exceed roadway profile slope.
15. The change in grade at the bottom of the curb ramp and adjoining road surfaces is not to exceed an algebraic difference of 13.33%, the counter slope of the gutter or road at the foot of a curb ramp, turning space or blended transition is not to exceed 5.00%.
16. The construction standards depicted are most appropriate for new construction. All construction must meet the standards contained herein unless otherwise noted or directed.
17. All slopes are measured with respect to a level plane. Therefore, the length of ramp is not solely dependant on the height of curb.
(for example, a 6" curb does not necessarily mean a ramp length of 6'-0" for a 12:1 slope.)
18. Sidewalk width may be reduced to 4'-0", when passing areas 5'-0" x 5'-0" are provided every 200'.
19. The travel lane is defined by the outside edge of the white pavement marking line. If a white pavement marking line does not exist, the travel lane is defined by the contact documents.
20. Construct depressed curb for curb ramos flush to adjacent roadway. Grade edge of road elevations at the flow line to ensure positive drainage and prevent ponding. For level turning spaces behind depressed curb, adjust slopes to provide positive drainage. At the joint between depressed curb and roadways, remove excess joint sealer and cover the sealed area with a light application of dry sand.
21. Cheek walls are permitted when adjacent to non-walk areas or elevation differences connot be accommodated by flares or grading.
Grade grass areas or other non-walk areas at 3:1 or flatter. Do not install cheek walls that intersect the pedestrian path.
22. Construct top of plain cement concrete depressed curb to be flush with adjacent surfaces (ramps, sidewalks, flares).
23. For curb ramps that lead to a single crosswalk, the ramp (excluding flares) to be fully inside of marked crosswalk lines.
24. A 4'-0" maximum digital display level will be used to verify the slopes of curb ramps and sidewalks.
25. Install dummy joints where ramps, turning spaces, flares, and sidewalks abut.
26. Construct depressed curb slope to match roadway profile and have a flush connection. Transition curb ramp cross slope to match roadway profile as gradually as possible. Do not exceed 3.00% per 1'-0" cross slope rate of change when transitioning to roadway profile.
27. Do not score or mark grooves on sloped surfaces. Lines shown on detail are for illustration only. See note 5.
28. The depressed curb may be placed monolithically with curb ramp, side flares, or both. Do not place depressed curb monolithically with other cement concrete sidewalk.
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MAINTENANCE AND PROTECTION
OF TRAFFIC (MPT) NOTES
SHEET: 38 OF 38
CURB CUTS PHASE II
LOYALSOCK TOWNSHIP, LYCOMING COUNTY, PA
DATE: 06/26/2026
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MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES:
1. This work consists of the maintenance and protection of traffic and the protection of the public when approaching and departing the construction area and within the limits of construction.
2. Furnish, erect, place and maintain traffic control signs and devices. Maintain traffic during hours of construction and at all other times consistent with the methods indicated on these drawings and the following:
PennDOT Publication 35;
PennDOT Publication 46;
PennDOT Publication 72m;
PennDOT Publication 111;
PennDOT Publication 212;
PennDOTPublication 213;
PennDOT Publication 236;
PennDOT Publication 408; and
MUTCD, Current edition.
3. Remove these devices immediately upon completion of the work. PennDOT will remove any traffic control devices erected by department forces.
4. Permittee must arrange for inspection of all traffic control devices prior to start of work.
5. Mount all long-term advance warning signs on type iii barricades unless otherwise noted or instructed by district office.
6. All signs and devices to be maintained in new or like new condition.
7. Driveways will be kept accessible at all times. Locate all signs so that sight distances will not be obstructed at driveways and local roads.
8. All channelizing devices, barricades, and signs shall have type iii or better prismatic retroreflective sheeting. Sheeting shall be approved and listed in PennDOT Publication 35 (Bulletin 15).
9. No traffic restrictions or lane closures are permitted between 6:00 am and 9:00 am and between 3:00 pm and 6:00 pm Mondays through Fridays or on legal holidays and weekends associated with legal holidays. All restrictions and closures are to be removed by noon on the day prior to the legal holiday.
10. Maintenance and protection of traffic during construction shall be in accordance with applicable PATA Drawing (s) in the current
PennDOT Publication 213, “Termporary Traffic Control Guidelines”.
11. Remove all short-term work zone traffic control signing upon completion of that day's work period.
12. Restricting traffic flow within the work area shall be minimized to prevent traffic congestion and unsafe traffic conditions.
13. The contractor shall comply with Act 229 of December 2002 during construction activities within PennDOT's right-of-way.
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| 0 Loyalsock T Curb Cuts Ph 2 Cover |
| Sheets and Views |
| Cover |
| 1 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Russell Ave |
| Sheets and Views |
| 1 Homewood Ave & Russell Ave |
| 2 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Russell Ave |
| Sheets and Views |
| 2 Homewood Ave & Russell Ave |
| 3 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Pearson Ave |
| Sheets and Views |
| 3 Homewood Ave & Pearson Ave |
| 4 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Pearson Ave |
| Sheets and Views |
| 4 Homewood Ave & Pearson Ave |
| 5 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Clayton Ave |
| Sheets and Views |
| 5 Homewood Ave & Clayton Ave |
| 6 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Clayton Ave |
| Sheets and Views |
| 6 Homewood Ave & Clayton Ave |
| 7 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Wyndham Ct |
| Sheets and Views |
| 7 Homewood Ave & Wyndham Ct |
| 8 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Wyndham Ct |
| Sheets and Views |
| 8 Homewood Ave & Wyndham Ct |
| 9 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Wyndham Ct |
| Sheets and Views |
| 9 Homewood Ave & Wyndham Ct |
| 10 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Tinsman Ave |
| Sheets and Views |
| 10 Homewood Ave & Tinsman Ave |
| 11 Loyalsock T Curb Cuts Ph 2 Homewood Ave & Tinsman Ave |
| Sheets and Views |
| 11 Homewood Ave & Tinsman Ave |
| 12 Loyalsock T Curb Cuts Ph 2 Russell Ave & Blair St |
| Sheets and Views |
| 12 Russell Ave & Blair St |
| 13 Loyalsock T Curb Cuts Ph 2 Russell Ave & Blair St |
| Sheets and Views |
| 13 Russell Ave & Blair St |
| 14 Loyalsock T Curb Cuts Ph 2 Russell Ave & Sheridan St |
| Sheets and Views |
| 14 Russell Ave & Sheridan St |
| 15 Loyalsock T Curb Cuts Ph 2 Sheridan St & Pearson Ave |
| Sheets and Views |
| 15 Sheridan St & Pearson Ave |
| 16 Loyalsock T Curb Cuts Ph 2 Clayton Ave & Blair St |
| Sheets and Views |
| 16 Clayton Ave and Blair St |
| 17 Loyalsock T Curb Cuts Ph 2 Clayton Ave & Blair St |
| Sheets and Views |
| 17 Clayton Ave and Blair St |
| 18 Loyalsock T Curb Cuts Ph 2 Clayton Ave & Reed St |
| Sheets and Views |
| 18 Clayton Ave and Reed St |
| 19 Loyalsock T Curb Cuts Ph 2 Clayton Ave & Reed St |
| Sheets and Views |
| 19 Clayton Ave and Reed St |
| 20 Loyalsock T Curb Cuts Ph 2 Tinsman Ave & Reed St |
| Sheets and Views |
| 20 Tinsman Ave and Reed St |
| 21 Loyalsock T Curb Cuts Ph 2 Tinsman Ave & Reed St |
| Sheets and Views |
| 21 Tinsman Ave and Reed St |
| 22 Loyalsock T Curb Cuts Ph 2 Tinsman Ave & Blair St |
| Sheets and Views |
| 22 Tinsman Ave and Blair St |
| 23 Loyalsock T Curb Cuts Ph 2 Tinsman Ave & Blair St |
| Sheets and Views |
| 23 Tinsman Ave and Blair St |
| 24 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Blair St |
| Sheets and Views |
| 24 Morgan Ave and Blair St |
| 25 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Blair St |
| Sheets and Views |
| 25 Morgan Ave and Blair St |
| 26 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Sheridan St |
| Sheets and Views |
| 26 Morgan Ave and Sheridan St |
| 27 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Sheridan St |
| Sheets and Views |
| 27 Morgan Ave and Sheridan St |
| 28 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Reed St |
| Sheets and Views |
| 28 Morgan Ave and Reed St |
| 29 Loyalsock T Curb Cuts Ph 2 Morgan Ave & Reed St |
| Sheets and Views |
| 29 Morgan Ave and Reed St |
| 30 Loyalsock T Curb Cuts Ph 2 Westminster Dr & Edercrest Rd |
| Sheets and Views |
| 30 Westminster Dr & Edercrest Rd |
| 31 Loyalsock T Curb Cuts Ph 2 Gen Notes |
| Sheets and Views |
| 31-Gen Notes |
| 32 Loyalsock T Curb Cuts Ph 2 Gen Details |
| Sheets and Views |
| 32-Gen Details |
| 33 Loyalsock T Curb Cuts Ph 2 Ramp Details |
| Sheets and Views |
| 33-Ramp Details |
| 34 Loyalsock T Curb Cuts Ph 2 Ramp Details |
| Sheets and Views |
| 34-Ramp Details |
| 35 Loyalsock T Curb Cuts Ph 2 Ramp Details |
| Sheets and Views |
| 35-Ramp Details |
| 36 Loyalsock T Curb Cuts Ph 2 Ramp Details |
| Sheets and Views |
| 36-Ramp Details |
| 37 Loyalsock T Curb Cuts Ph 2 Ramp Notes |
| Sheets and Views |
| 37-Ramp Notes |
| 38 Loyalsock T Curb Cuts Ph 2 MPT Notes |
| Sheets and Views |
| 38-MPT Notes |
File details come from the government source that posted it. Updated .