8-C07 - Street Details 2026 - 2 pages.pdf
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- Solicitation number
- Not on record
- Issued by
- Lancaster County, Pennsylvania
About this file
This file contains technical construction detail drawings for the City of Lancaster, Pennsylvania's street repair projects, specifically depicting mill and overlay, level and overlay, and street reconstruction methodologies. The document illustrates three distinct roadway repair details at various scales, with specifications for seal joint applications using PG 64-22 sealant material and Superpave asphalt overlays ranging from 1-1/2 inches (9.5MM) to 2 inches (12.5MM) in thickness, as directed by the Bureau of Engineering. The drawings appear to support multiple concurrent City of Lancaster infrastructure solicitations, including the 2026 ADA Curb Ramps Project (bids due April 22, 2026), the Central Market Industrial Fan Cooling System project (bids due April 17, 2026), and the Advanced Wastewater Treatment Plant South Train Screenings Improvements Project (bids due April 29, 2026), with a pre-bid conference scheduled for April 9, 2026, at the AWWTP facility.
The technical specifications provided in these street detail drawings establish the standard construction requirements for asphalt roadway repairs across City of Lancaster projects, ensuring consistency in material quality and application methods. The specifications indicate use of PG 64-22 performance-grade asphalt binder with Superpave mix design standards, which are typical for Pennsylvania Department of Transportation compliance and represent current best practices in asphalt pavement construction. These details would be incorporated into bid documents and construction contracts, with contractors required to adhere to Pennsylvania prevailing wage requirements, Steel Products Procurement Act compliance, and all applicable federal and state labor laws, with the City reserving the right to reject any bidder lacking satisfactory qualifications or to reject all bids and re-advertise as needed.
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Text version
3 MILL & OVERLAY DETAIL FOR ROADWAY REPAIR
SCALE: NONE
4 LEVEL & OVERLAY DETAIL FOR ROADWAY REPAIR
SCALE: NONE
5 STREET RECONSTRUCTION DETAIL (TYP)
SCALE: NONE
SEAL JOINT W/ PG 64-22 (TYP)
TOP / VERTICALS
MILL AND OVERLAY 1-1/2" 9.5MM OR 2" 12.5 MM
(AS DIRECTED BY BUREAU OF ENGINEERING)
SUPERPAVE PG 64-22, 3.0<10.0 MILLION ESALS
SEAL JOINT W/ PG64-22 (TYP)
TOP / VERTICALS
TACK COAT
LEVELING COURSE 9.5 MM
SUPERPAVE PG 64-22, 3.0<10.0
MILLION ESALS
PAVING NOTCH
EXISTING GRADE
VARIES VARIES℄
±2%
SUPERPAVE WEARING COURSE (SEE TYPICAL
ROADWAY SECTIONS)
8" 2A COURSE AGGREGATE BASE COURSE
COMPACTED SUBGRADE
±2%
EX CURB (TYP)
6" R
EV
EA
L
6" R
EV
EA
L
PAVEMENT RESTORATION NOTES:
1. MILL AND OVERLAY OF THE ENTIRE WORK ZONE MAY BE REQUIRED AT THE DIRECTION OF THE BUREAU OF ENGINEERING WHEN SURFACE DISTURBANCE IS LESS THAN 25%, BUT WILL BE REQUIRED WITHOUT EXCEPTION
WHEN DISTURBANCE EXCEEDS 25% REGARDLESS OF AGE OF STREET SURFACE.
2. WHEN A NEWLY SURFACED (3 YEARS OR LESS) STREET IS EXCAVATED, THE PERMITTEE SHALL MILL AND OVERLAY THE ENTIRE BLOCK, CURB TO CURB, UNLESS DIRECTED OTHERWISE BY THE BUREAU OF ENGINEERING.
WHEN AUTHORIZED BY THE BUREAU OF ENGINEERING, THE PERMITTEE SHALL MILL AND OVERLAY CURB TO CURB
FOR A MINIMUM OF 10' IN EACH DIRECTION BEYOND THE LIMITS OF DISTURBANCE.
3. OVERLAY TRANSITION PAVING NOTCH SHALL CONFORM TO PENNDOT PUBLICATION 72M, RC-28, LATEST EDITION.
4. NOTICE MUST BE PROVIDED TO THE BUREAU OF ENGINEERING FOR ANY PAVING WORK WITHIN THE CITY.
5. PAVING RESTORATION SHALL BE AT THE DIRECTION OF THE BUREAU OF ENGINEERING.
6. NO VIBRATORY ROLLING IS ALLOWED WITHIN CITY LIMITS, BUT COMPACTION REQUIREMENTS MUST STILL BE MET.
TESTING OF PAVEMENT COMPACTION SHALL BE REQUIRED AT THE DISCRETION OF THE BUREAU OF ENGINEERING. COMPACTION TESTING IS THE RESPONSIBILITY OF THE PERMITTEE AND SHALL BE PERFORMED AT
NO COST TO THE CITY.
7. NO SHUTTLE BUGGIES OR SPECIAL-PERMISSION-SIZED LOADS SHALL BE DRIVEN IN THE CITY DUE TO THE AGE
AND CONDITION OF EXISTING UTILITIES AND SERVICE CONNECTIONS.
8. ALL MATERIALS/PRODUCTS AND CONSTRUCTION/INSTALLATION SHALL COMPLY WITH PENNDOT PUBLICATION 408, SPECIFICATIONS, LATEST EDITION.
5"
4-1/2"
1-1/2"
2"
CITY OF LANCASTER TYPICAL ROADWAY SECTIONS
SUPERPAVE 9.5 MM
PG 64-22, 3.0<10.0
MILLION ESAL's
SUPERPAVE BASE COURSE (SEE TYPICAL
ROADWAY SECTIONS)
WEARING COURSE 1-1/2" 9.5MM OR 2" 12.5 MM
(AS DIRECTED BY BUREAU OF ENGINEERING)
SUPERPAVE PG 64-22, 3.0<10.0 MILLION ESALS
WEARING COURSE BASE COURSEDEPTH DEPTH
SUPERPAVE 25 MM
PG 64-22, 3.0<10.0
MILLION ESAL's
SUPERPAVE 12.5 MM
PG 64-22, 3.0<10.0
MILLION ESAL's
SUPERPAVE 25 MM
PG 64-22, 3.0<10.0
MILLION ESAL's
SEAL JOINT W/ PG 64-22 (TYP)
TOP / VERTICALS
4' -0
" M
IN
M
IN
6" M
IN
1' CUTBACK
(TYP)
8" MIN. 2A COURSE AGGREGATE BASE COURSE
COMPACTION SHALL BE DONE IN 4" INCREMENTS
FINE AGGREGATE, NO. 8 OR 2A MODIFIED
COURSE AGGREGATE BEDDING BACKFILL
UTILITY TRENCH REPAIR DETAIL
SCALE: NONE
12"
MIN.
PIPE
DIAM.
12"
MIN.
4'-0" MINIMUM WIDTH
SHALL BE ROLLED WITH
NON-VIBRATORY STEEL WHEEL ROLLER
SEE TYPICAL ROADWAY SECTIONS
EXISTING PAVEMENT
SEAL JOINT W/ PG 64-22 (TYP)
TOP / VERTICALS
8" MIN. 2A COURSE AGGREGATE BASE COURSE
COMPACTION SHALL BE DONE IN 4" INCREMENTS
COMPACTED SUBGRADE
BASE ROADWAY REPAIR DETAIL
SCALE: NONE
4'-0" MINIMUM WIDTH
SHALL BE ROLLED WITH
NON-VIBRATORY STEEL WHEEL ROLLER
EXISTING PAVEMENT
SEAL JOINT W/ PG 64-22 (TYP)
TOP / VERTICALS
SEE TYPICAL ROADWAY SECTIONS1' CUTBACK
(TYP)
DESCRIPTION
REVISED BJH
DATE BY
SCALE: NOTED SHEET 1 OF 2
2/18/26
STREET DETAILS
PAVINGBUREAU OF ENGINEERING
DEPARTMENT OF PUBLIC WORKS
1 HIGH-VISIBILITY CROSSWALK MARKINGS
SCALE: NONE
2 SPEED HUMP MARKINGS
SCALE: NONE
12" SPACE
12" W
HITE MARKINGS
6' -0
'-0
6' -0
'-0
ROADWAY WIDTH MINUS 2'
1'-0"
DIRECTION
OF TRAVEL
4' -0
" M
IN
O
R A
S
IN
D
IC
AT
ED
O N
P
LA
N S
STOP BAR
24" WIDE
WHITE THERMOPLASTIC
D Y/
4" C
EN
TE
R
LI
N E
3 STOP BAR
SCALE: NONE
4 DY/4" AND DW/4" LINE
SCALE: NONE
6" 4"
4"
YELLOW OR WHITE 4" THERMOPLASTIC
YELLOW OR WHITE 4" THERMOPLASTIC
24"
24"
W
ID
TH
A
S D
IR
EC
TE
D
B Y
BU
R
EA
U
O F
EN
G
IN
EE
R
IN
G 6'
M
IN
C R
O
SS
IN
G
M
IN
O R
9' M
IN
C
R O
SS
IN
G M
AJ
O
R
PAVEMENT MARKING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED WITH THERMOPLASTIC
UNLESS OTHERWISE APPROVED IN WRITING BY BUREAU OF ENGINEERING.
24"
5 TYPICAL YIELD LINE
SCALE: NONE
CROSSBIKE MARKINGS7 SCALE: NONE
10 INTERSECTION DAYLIGHTING TYPE B
SCALE: NONE
WHITE THERMOPLASTIC
MARKINGS (TYP.)
24"
M
AT
C H
B
IK
E
LA
N E
W
ID
TH
6'
M
IN
IM
U
M
W/6" (TYP.)
GREEN BIKE
LANE PAINT
(MMA)
WHITE THERMOPLASTIC
MARKINGS (W/24")
6 BIKE LANE YIELD LINE
SCALE: NONE
WHITE THERMOPLASTIC
MARKINGS (TYP.)
48"
12"
12"
6"
HIGH-VISIBILITY
CROSSWALK
DIRECTION OF TRAVEL
EXISTING CURB
EXISTING DETECTABLE
WARNING SURFACES
PARKING
LANEW/8"
W/8"
W/6" W /6
W/8" TRANSVERSE MARKINGS AT 45°
SPACED 10' CENTER TO CENTER (TYP., SEE NOTE)
8' U
N
LE
SS
N
O
TE
D O
TH
ER
W
IS
E
10'
20'
UNLESS NOTED OTHERWISE
1'4'
D
IR
E C
TI
O
N O
F
TR
A V
E L
E X
IS
TI
N G
C U
R B
P A
R K
IN
G
LA
N
E
W/8" W/8"
W /6
W/6"
W/8" TRANSVERSE MARKINGS AT 45°
SPACED 10' CENTER TO CENTER (TYP.)
8'
UNLESS NOTED
OTHERWISE
U N
LE
SS
N O
TE
D
O
TH
ER
W
IS
E
1'
4' FLEXIBLE DELINEATOR, 36",
WHITE (TYP, SEE NOTE)
FLEXIBLE DELINEATOR,
36", WHITE (TYP.)
9 INTERSECTION DAYLIGHTING TYPE A
SCALE: NONE
EXISTING CURB
EXISTING DETECTABLE
WARNING SURFACES
PARKING
LANE
DW/4"
8' U
N
LE
SS
N
O
TE
D O
TH
ER
W
IS
E
10'
1' 4'
E X
IS
TI
N G
C U
R B
P A
R K
IN
G
LA
N
E
AESTHETIC SURFACE TREATMENT
(MATERIAL AND COLOR SHALL BE
APPROVED BY BUREAU ENGINEERING)
8'
UNLESS NOTED
OTHERWISE
1'
4'
FLEXIBLE DELINEATOR,
36", WHITE, CENTERED ON
DW/4" (TYP, SEE NOTE 1)
20'
UNLESS NOTED OTHERWISE
FLEXIBLE DELINEATORS OR
LOW-PROFILE SPEED BUMP
WITHIN INTERSECTION (SEE NOTES)
U N
LE
SS
N O
TE
D
O
TH
ER
W
IS
E
DW/4"
RADIUS AS NOTED
LOW PROFILE SPEED BUMP8 SCALE: NONE
CONNECTION PER
MANUFACTURER (TYP.)
6"
6' TYP., 4' MIN. (SEE NOTE 1)
R=6"
2" -2
.5
6"
12"
TOP VIEW
SIDE VIEW
PROFILE VIEW
DAYLIGHTING NOTES:
1. FLEXIBLE DELINEATORS USED WITHIN ROADWAY SHALL BE SECURED TO THE PAVEMENT WITH A 4" MINIMUM DEPTH ANCHOR CUP EMBEDDED IN THE PAVEMENT, INSTALLED PER MANUFACTURER INSTRUCTIONS, AND
SHALL BE REMOVABLE BY TWISTING.
2. TYPICAL LOW-PROFILE SPEED BUMP IS 6' IN LENGTH. 4' LOW-PROFILE SPEED BUMP CAN BE USED WHERE
THERE IS NOT SUFFICIENT WIDTH.
3. LOW-PROFILE SPEED BUMP SHOULD BE INSTALLED 4" FROM EDGE LINE AND A MINIMUM OF 6" FROM CROSSWALK. PLACEMENT SHALL NOT INTERFERE WITH PEDESTRIAN CROSSINGS OR BIKE LANES.
4. SEE DETAIL 8 FOR SIZE OF LOW-PROFILE SPEED BUMP. THE INSTALLER SHALL VERIFY DIMENSIONS AND SIZING
PRIOR TO INSTALLATION.
45°
45°
5'-0"
5'-0"
DIRECTION
OF TRAVEL
DESCRIPTION
REVISED BJH
DATE BY
SCALE: NOTED SHEET 2 OF 2
2/18/26
STREET DETAILS
MARKINGSBUREAU OF ENGINEERING
DEPARTMENT OF PUBLIC WORKS
| All Details 021326-ROADWAY 1 |
| All Details 021326-ROADWAY 1 |
| All Details 021326-ROADWAY 2 |
| All Details 021326-ROADWAY 2 |
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