2-2026.03.13 PROJECT PLANS.pdf
PDF 3 MB Posted
- Attached to
- Plains Township 2026 Liquid Fuels Paving Project
- Solicitation number
- Not on record
- Issued by
- Luzerne County, Pennsylvania
About this file
This document consists of project plans for the 2026 Community Development Block Grant Paving Project, prepared by Plains Township in Luzerne County, Pennsylvania, with engineering oversight from registered professional engineer Nicholas Ray Argot. The project involves full-width milling and overlay of Second Street with bituminous concrete paving, including milling operations to a depth of 3.5 inches, placement of a binder course with a minimum 2-inch compacted depth using PG 64-22 asphalt, and application of a wearing course with 1.5-inch compacted depth. The scope encompasses asphalt concrete curb placement, manhole and inlet grade adjustments, storm drain cleaning and stabilization, driveway access maintenance, and all incidental work. Sealed bids are due online via the PennBid Program by 12:00 pm on April 2, 2026, with public bid opening and consideration scheduled for April 9, 2026, at 7:00 pm during the Plains Township Board of Commissioners meeting. The project specifications require contractors to comply with Pennsylvania Department of Transportation Publications 408, 212, 213, and 236, along with current PennDOT standards for roadway construction. Contractors must notify the Pennsylvania One-Call System at least three working days prior to construction start and coordinate with local emergency service providers including the Hanover Township Police Department, Fire Department, and Ambulance Association.
The project plans specify technical requirements including Superpave asphalt mixture design using warm mix asphalt (WMA) technology, PG 64-22 grade asphalt cement, and all pavement joint sealing with Crafco Superflex asphalt cement. Contractors bear responsibility for field verification of existing site conditions, utility locations, and coordination with municipal authorities for utility casting adjustments. All milled material (millings) remain the property of Plains Township, with the contractor responsible for delivery and stockpiling at the Plains Township Department of Public Works garage off Williams Street. The project includes maintenance of minimum 2.0% crown grade or matching existing grades, preservation of existing curb reveals at driveways, and continuous driveway access during milling and paving operations. Bid security requirements are set at 10% of the maximum bid price, and contractors must comply with Pennsylvania Prevailing Wage Act 442 standards throughout contract execution. No pre-bid conference has been scheduled, though any changes will be coordinated through addenda posted via the PennBid Program.
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Text version
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
Pennsylvania One Call System, Inc.
1-800-242-1776
REVISIONS
DATENO. DESCRIPTION
SEAL DRAWN BY
CHECKED BY
DATE
PROJECT NUMBER
DRAWING NUMBER
Z:
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LOCATION MAP
LUZERNE COUNTY, PENNSYLVANIA
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT PAVING PROJECT
GENERAL NOTES:
1. STREET EDGE OF PAVED CARTWAYS ARE NOT SHOWN TO SCALE.
2. LIMITS OF PAVE WORK (L.O.W.) INDICATED ON DRAWING MAY BE ADJUSTED BY ENGINEER
DURING CONSTRUCTION BASED UPON ACTUAL FIELD CONDITIONS.
3. THE PLAN(S) AND TYPICAL SECTION(S) DEPICT THE GENERAL LAYOUT, LENGTH, SCOPE AND
LIMIT OF WORK. THEY MAY NOT INDICATE ALL SITE SPECIFIC CONDITIONS THAT WILL NEED
TO BE ADDRESSED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO
THOROUGHLY EXAMINE ALL EXISTING CONDITIONS OF THE SITE PRIOR TO SUBMITTING A BID
SO AS TO IDENTIFY ANY SITE SPECIFIC CONDITIONS THAT MAY AFFECT THEIR BID.
4. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY SITE SPECIFIC
CONDITION THAT MAY REQUIRE SPECIAL ATTENTION DURING CONSTRUCTION PRIOR TO THE
COMMENCEMENT OF WORK.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE PENNSYLVANIA ONE-CALL
NUMBER AT 1-800-242-1776 NOT LESS THAN THREE (3), NOR MORE THAN TEN (10) WORKING
DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE AREAS OF
WORK. THE CONTRACTOR WILL BE RESPONSIBLE TO CONTACT DIRECTLY, ANY UTILITY NOT
LISTED ON THE DRAWING, OR NOT ON RECORD WITH THE PENNSYLVANIA ONE-CALL SYSTEM.
6. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
7. IN ADDITION TO CONTRACT DOCUMENTS, THIS PROJECT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS PUBLICATION 408 AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
STANDARDS FOR ROADWAY CONSTRUCTION, LATEST EDITIONS, UNLESS OTHERWISE
NOTED, SPECIFIED, OR DIRECTED.
8. ALL NECESSARY TRAFFIC CONTROL AND OTHER REQUIRED MAINTENANCE AND PROTECTION
OF TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN
ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS
212, 213, AND 236.
9. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 212,
OFFICIAL TRAFFIC CONTROL DEVICES, LATEST EDITION.
10. CONTRACTOR SHALL COORDINATE WITH ALL EMERGENCY SERVICE PROVIDERS INCLUDING,
BUT NOT LIMITED TO HANOVER TOWNSHIP POLICE DEPARTMENT, HANOVER TOWNSHIP FIRE
DEPARTMENT AND HANOVER TOWNSHIP AMBULANCE ASSOCIATIONS TO NOTIFY THEM OF
PROJECT WORK SCHEDULE.
11. MILLINGS FOR THE PROJECT ARE TO BE RETAINED BY PLAINS TOWNSHIP. CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S DPW STAFF FOR THE DELIVERY
AND STOCKPILING OF THE MILLINGS. THE MILLINGS ARE TO BE TAKEN TO PLAINS TOWNSHIP
DPW GARAGE LOCATED OFF OF WILLIAMS STREET.
12. LOCATIONS OF ALL BIT. CONC. BASE REPLACEMENT SHALL BE AS DIRECTED BY THE
ENGINEER AND SHALL BE MARKED IN THE FIELD FOLLOWING THE COMPLETION OF ALL FULL
WIDTH MILLING OPERATIONS.
13. MILLING AND/OR SAWCUTTING FOR CARTWAY PAVEMENT TIE-INS SHALL BE INCIDENTAL TO
THE FULL WIDTH OVERLAY.
14. CRAFCO SUPERFLEX ASPHALT CEMENT SHALL BE USED TO SEAL ALL PAVEMENT JOINTS.
15. CONTRACTOR SHALL BE RESPONSIBLE TO UNDERTAKE NECESSARY STEPS TO INSURE A
FINAL CROWN GRADE OF 2.0% MINIMUM OR MATCH EXISTING CROWN GRADES (WHICHEVER
IS GREATER) IN BOTH DIRECTIONS WHETHER IT BE BY MILLING OR BUILT UP WITH AN
ADDITIONAL BIT. CONC. WEARING AND/OR BINDER COURSE MATERIAL, OR A COMBINATION
OF BOTH. THIS WORK SHALL BE INCIDENTAL TO AND INCLUDED IN THE COST OF THE MILLING, BINDER COURSE, AND/OR WEARING COURSE APPLICATIONS FOR THE SELECTED WORK.
16. NO LESS THAN EXISTING CURB REVEAL SHALL BE MAINTAINED AT THOSE LOCATIONS
WHERE THERE IS EXISTING CURB.
17. SAWCUT LIMITS OF WORK AT BOTH ENDS PRIOR TO START OF MILLING OPERATIONS
(INCIDENTAL).
18. SAWCUT FULL DEPTH OF EXISTING PAVEMENT STRUCTURE WHERE ADJACENT TO AND
FLUSH WITH ADJOINING BIT. CONC. PAVED AREAS PRIOR TO START OF MILLING OPERATIONS
(INCIDENTAL).
19. ALL MANHOLE, INLET AND UTILITY CASTINGS REQUIRING FINISHED GRADE ADJUSTMENT
SHALL BE PROPERLY ADJUSTED PRIOR TO THE PLACEMENT OF THE SPECIFIED BIT. CONC.
WEARING COURSE OVERLAY. UTILITY CASTINGS SHALL BE ADJUSTED BY THE APPLICABLE
MUNICIPAL AUTHORITY AND/OR UTILITY. CONTRACTOR SHALL COORDINATE THIS WORK
ACCORDINGLY.
20. MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. PLACE WEDGE WITH MILLED MATERIAL FOR
DURATION BETWEEN MILLING AND FINAL PAVING OPERATION. MAINTAIN MILLED WEDGE AS
NECESSARY TO MAINTAIN DRIVEWAY ACCESS.
0' 2000' 4000' 6000'
GRAPHIC SCALE (IN FEET)
BMS
NRA
2026.03.13
43669
CS1
SHEET LIST TABLE
CS1
C-201
C-202
C-901
C-902
COVER SHEET
PLAN AND TYPICAL SECTION - SECOND STREET (1 OF 3)
PLAN AND TYPICAL SECTION - SECOND STREET (2 OF 3)
SHEET TITLESheet Number
SECOND STREET PROJECT LOCATION
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
SITE DETAILS
MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS
C-203 PLAN AND TYPICAL SECTION - SECOND STREET (3 OF 3)
LO
W
SHOULDER BACKUP
APPROX. LOCATION
ASPHALT ROLLED CURB
APPROX. LOCATION
DRAWING NUMBER
PROJECT NUMBER
DATE
CHECKED BY
DRAWN BYDRAWING TITLE & PROJECT NAMEREVISIONS
DESCRIPTIONDATENO.
OR
1-800-242-1776
CALL
PA ONE CALL
SYSTEM TOLL
FREE
THREE DAYS
BEFORE
YOU DIGKnow what's below.
Call before you dig.
SEALS
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0' 40' 80' 120'
GRAPHIC SCALE (IN FEET)
PLAN AND TYPICAL SECTION - SECOND STREET ( 1 OF 3)
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT
PAVING PROJECT
PLAINS TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA
CCH
NRA
2026.03.03
43669
C-201
PLAN
LIMIT OF MILL & OVERLAY
EXISTING STORM INLET
EXISTING MANHOLE
SHOULDER BACKUP
ASPHALT ROLLED CURB
LEGEND
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
TYPICAL SECTION
SECOND STREET - MILL AND OVERLAY
NOT TO SCALE
*MATCH EXISTING ROADWAY SLOPE
3 1/2" FULL WIDTH MILLING
EXISTING BIT CONC
PAVEMENT STRUCTURE
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. BINDER COURSE
STRUCTURAL OVERLAY, PG 64-22, 0.0 TO 0.3
MILLION ESALS 19.0MM MIX, MINIMUM 2"
COMPACTED DEPTH, SRL-L (TYP)
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. WEARING COURSE,
PG 64-22 0.0 TO 0.3 MILLION ESALS 9.5MM MIX,
1-1/2" COMPACTED DEPTH, SRL-L (TYP)
BIT CONC SCRATCH LEVELING COURSE (AS DIRECTED)
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
AutoCAD SHX Text #141
AutoCAD SHX Text #350
AutoCAD SHX Text #151
AutoCAD SHX Text #161
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text
LAIRD ST
AutoCAD SHX Text
SECOND STREET
AutoCAD SHX Text 2.00%
AutoCAD SHX Text 2.00%
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
EOP
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EXISTING GRADE (TYP)
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EXISTING GRADE (TYP)
EXISTING INLET (TYP)
INSTALL FRAME AND GRATE
ON EXISTING INLET
SHOULDER BACKUP
APPROX. LOCATION
EXISTING
18" SLCPP
CLEAN SEDIMENT/DEBRIS
FROM EXISTING SWALE AND
STABILIZE WITH GRASS
DRAWING NUMBER
PROJECT NUMBER
DATE
CHECKED BY
DRAWN BYDRAWING TITLE & PROJECT NAMEREVISIONS
DESCRIPTIONDATENO.
OR
1-800-242-1776
CALL
PA ONE CALL
SYSTEM TOLL
FREE
THREE DAYS
BEFORE
YOU DIGKnow what's below.
Call before you dig.
SEALS
Z:
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0' 40' 80' 120'
GRAPHIC SCALE (IN FEET)
PLAN
PLAN AND TYPICAL SECTION - SECOND STREET ( 2 OF 3)
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT
PAVING PROJECT
PLAINS TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA
CCH
NRA
2026.03.03
43669
C-202
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
TYPICAL SECTION
SECOND STREET - MILL AND OVERLAY
NOT TO SCALE
*MATCH EXISTING ROADWAY SLOPE
3 1/2" FULL WIDTH MILLING
EXISTING BIT CONC
PAVEMENT STRUCTURE
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. BINDER COURSE
STRUCTURAL OVERLAY, PG 64-22, 0.0 TO 0.3
MILLION ESALS 19.0MM MIX, MINIMUM 2"
COMPACTED DEPTH, SRL-L (TYP)
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. WEARING COURSE,
PG 64-22 0.0 TO 0.3 MILLION ESALS 9.5MM MIX,
1-1/2" COMPACTED DEPTH, SRL-L (TYP)
BIT CONC SCRATCH LEVELING COURSE (AS DIRECTED)
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
LIMIT OF MILL & OVERLAY
EXISTING STORM INLET
EXISTING MANHOLE
SHOULDER BACKUP
ASPHALT ROLLED CURB
LEGEND
AutoCAD SHX Text #348
AutoCAD SHX Text #130
AutoCAD SHX Text #111
AutoCAD SHX Text #100
AutoCAD SHX Text #121
AutoCAD SHX Text #131
AutoCAD SHX Text
MATCHLINE SEE SHEET C-201
AutoCAD SHX Text
MATCHLINE SEE SHEET C-201
AutoCAD SHX Text
MATCHLINE SEE SHEET C-203
AutoCAD SHX Text
MATCHLINE SEE SHEET C-203
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text #128
AutoCAD SHX Text #126
AutoCAD SHX Text
E THOMAS DR
AutoCAD SHX Text
SECOND STREET
AutoCAD SHX Text 2.00%
AutoCAD SHX Text 2.00%
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EXISTING GRADE (TYP)
AutoCAD SHX Text
EOP
LO
W
DRAWING NUMBER
PROJECT NUMBER
DATE
CHECKED BY
DRAWN BYDRAWING TITLE & PROJECT NAMEREVISIONS
DESCRIPTIONDATENO.
OR
1-800-242-1776
CALL
PA ONE CALL
SYSTEM TOLL
FREE
THREE DAYS
BEFORE
YOU DIGKnow what's below.
Call before you dig.
SEALS
Z:
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0' 40' 80' 120'
GRAPHIC SCALE (IN FEET)
PLAN
PLAN AND TYPICAL SECTION - SECOND STREET ( 3 OF 3)
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT
PAVING PROJECT
PLAINS TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA
CCH
NRA
2026.03.03
43669
C-203
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
TYPICAL SECTION
SECOND STREET - MILL AND OVERLAY
NOT TO SCALE
*MATCH EXISTING ROADWAY SLOPE
3 1/2" FULL WIDTH MILLING
EXISTING BIT CONC
PAVEMENT STRUCTURE
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. BINDER COURSE
STRUCTURAL OVERLAY, PG 64-22, 0.0 TO 0.3
MILLION ESALS 19.0MM MIX, MINIMUM 2"
COMPACTED DEPTH, SRL-L (TYP)
SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA FULL WIDTH BIT. CONC. WEARING COURSE,
PG 64-22 0.0 TO 0.3 MILLION ESALS 9.5MM MIX,
1-1/2" COMPACTED DEPTH, SRL-L (TYP)
BIT CONC SCRATCH LEVELING COURSE (AS DIRECTED)
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
PENNDOT 2A COURSE AGGREGATE
SHOULDER BACKUP, WHERE DIRECTED
LIMIT OF MILL & OVERLAY
EXISTING STORM INLET
EXISTING MANHOLE
SHOULDER BACKUP
ASPHALT ROLLED CURB
LEGEND
AutoCAD SHX Text #130
AutoCAD SHX Text #100
AutoCAD SHX Text #89
AutoCAD SHX Text #95
AutoCAD SHX Text #501
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text
MATCHLINE SEE SHEET C-202
AutoCAD SHX Text #128
AutoCAD SHX Text #126
AutoCAD SHX Text #124
AutoCAD SHX Text #122
AutoCAD SHX Text #120
AutoCAD SHX Text #118
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AutoCAD SHX Text #102
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AutoCAD SHX Text #106
AutoCAD SHX Text #108
AutoCAD SHX Text #110
AutoCAD SHX Text #112
AutoCAD SHX Text #114
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AutoCAD SHX Text #514
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SECOND STREET
AutoCAD SHX Text
E MAIN STREET
AutoCAD SHX Text
DOWNS DR
AutoCAD SHX Text 2.00%
AutoCAD SHX Text 2.00%
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
EOP
AutoCAD SHX Text
EXISTING GRADE (TYP)
AutoCAD SHX Text
EOP
DRAWING NUMBER
PROJECT NUMBER
DATE
CHECKED BY
DRAWN BYDRAWING TITLE & PROJECT NAMEREVISIONS
DESCRIPTIONDATENO.
OR
1-800-242-1776
CALL
PA ONE CALL
SYSTEM TOLL
FREE
THREE DAYS
BEFORE
YOU DIGKnow what's below.
Call before you dig.
SEALS
Z:
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R
SITE DETAILS
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT
PAVING PROJECT
PLAINS TOWNSHIP, LUZERNE COUNTY
BMS
NRA
2026.03.13
43669
C-901
TYPICAL DETAIL FOR BIT CONC BASE COURSE REPLACEMENT
(WHERE DIRECTED)
NOT TO SCALE
VARIABLE WIDTH AS REQ'D. OR AS DIRECTED
4" COMPACTED DEPTH 25.0mm
BIT CONC BASE COURSE
* SAWCUT LATERAL AND LONGITUDINAL
EDGES FOR LIMITS OF BASE REPLACEMENT
SAWCUT
LONGITUDINAL EDGES *
COAT EDGES AND JOINTS WITH CRAFCO
SUPERFLEX ASPHALT CEMENT
BIT CONC WEARING AND/OR
BINDING COURSE(S)
UNDER SEPARATE PAYMENT
6" COMPACTED CRUSHED STONE
AGGREGATE SUBBASE (NO. 2A)
MANHOLE CASTING GRADE ADJUSTMENT
RISER REPLACEMENT DETAIL
(WHERE DIRECTED)
NOT TO SCALE
FINISHED GRADE EXIST MANHOLE
FRAME AND COVER
(SEE NOTES 2, 8 AND 9)
ADJUST TO GRADE AS REQUIRED WITH
PRECAST CONCRETE MANHOLE GRADE
ADJUSTMENT RINGS
EXIST PRECAST CONCRETE
CONICAL MANHOLE SECTION
OR BRICK MANHOLE (SEE NOTE 3)
MAX 1/4" BELOW
FINISHED GRADE
NOTES:
1. CONTRACTOR AND ENGINEER SHALL INSPECT EACH MANHOLE FOLLOWING THE
COMPLETION OF MILLING OPERATIONS TO DETERMINE WHICH MANHOLES REQUIRE
GRADE ADJUSTMENT RISER RECONSTRUCTION AND FRAME AND COVER CASTING
REPLACEMENT.
2. ONCE COMPLETELY UNCOVERED, MANHOLE FRAME AND COVER CASTING SHALL BE
REPLACED WHEN DETERMINED TO BE NECESSARY BY THE ENGINEER. EXISTING
FRAME AND COVER TO BE RETURNED TO OWNER.
3. FOR EXIST BRICK MANHOLES A MAXIMUM DEPTH OF 12" BELOW THE EXIST FRAME
CASTING IS REQUIRED TO BE RECONSTRUCTED WHEN DETERMINED TO BE
NECESSARY.
4. ALL NEW REPLACEMENT MANHOLE FRAME AND COVER CASTINGS SHALL GENERALLY
BE IN ACCORDANCE WITH PENNDOT ROADWAY CONSTRUCTION STANDARD RC-39M,
LATEST REVISION. LETTERING FOR STORM OR SANITARY BE PROVIDED DEPENDING
ON TYPE OF MANHOLE. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO
ORDERING ANY REPLACEMENT FRAME AND COVER CASTINGS.
5. ALL PRECAST CONCRETE AND STEEL MANHOLE GRADE ADJUSTMENT RINGS SHALL BE
IN ACCORDANCE WITH PENNDOT ROADWAY CONSTRUCTION STANDARD RC-39M,
LATEST REVISION. STEEL GRADE ADJUSTMENT RINGS FOR FINAL ADJUSTMENT TO
FINISHED GRADE ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. CONTRACTOR
SHALL PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY PRECAST CONCRETE OR
STEEL GRADE ADJUSTMENT RINGS.
6. ONLY PRECAST CONCRETE GRADE ADJUSTMENT RINGS SHALL BE USED FOR
RECONSTRUCTION OF GRADE ADJUSTMENT RISER SECTION PRIOR TO FINAL GRADE
ADJUSTMENT OF ANY MANHOLE.
7. ALL MANHOLE CASTINGS REMOVED AND NOT SCHEDULED FOR RE-USE SHALL BE
RETURNED TO OWNER.
8. PROVIDE AND INSTALL REPLACEMENT MANHOLE FRAME AND COVER CASTING
ASSEMBLIES IN ACCORDANCE WITH COMMONWEALTH OF PENNSYLVANIA
DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION,
STANDARD DRAWING NUMBER RC-39M, LATEST REVISION.
9. PROVIDE PLATEN COVER PATTERN WITH SPECIFIED LETTERING FOR STORM
MANHOLES AND RIBBED COVER PATTER WITH SPECIFIED LETTERING FOR SANITARY
MANHOLES.
OVEREXCAVATION DETAIL
NOT TO SCALE
VA
R
IE
S
VA
R
IE
S
VARIES
* AS DIRECTED AND APPROVED BY THE ENGINEER
SEE DETAILS FOR
SURFACE RESTORATION
SUBGRADE
SELECT GRANULAR
MATERIAL - PENNDOT 2A
CRUSHED STONE AGGREGATE
R-3
(ROCK)
AGGREGATE
CLASS 4
TYPE B GEOTEXTILE
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
6"
6"
BITUMINOUS WEARING COURSE
MATERIAL TO MATCH SURFACE
RESTORATION DETAIL
REFER TO SURFACE
RESTORATION DETAIL
ASPHALT CONCRETE CURB DETAIL
NOT TO SCALE
CLEAN SURFACE AND
APPLY TACK COAT
SEAL GUTTERLINE WITH
PG 64-22
VA
R
IE
S
NOTES:
1. PLACEMENT OF CURB SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION
408 SECTION 636.
2. ASPHALT CURB SHALL BE INSTALLED DURING WEARING COURSE INSTALLATION.
3. ONCE THE FINAL WEARING COURSE OF BITUMINOUS PAVING IS PLACED THE
GUTTER LINE SHALL BE SEALED WITH PG 64-22 BY OVERLAPPING 3" ONTO THE
CURB AND THE EXTENDING 6" ONTO THE CARTWAY.
4. CONTRACTOR TO PROTECT AND MAINATIN EXISTING DRAINAGE STRUCTURES
DURING ASPHALT CONCRETE CURB REPLACEMENT.
5. MATCH EXISTING CURB REVEALS AT DRIVEWAY LOCATIONS
ASPHALT CONCRETE
CURB
AutoCAD SHX Text
EXISTING PAVEMENT STRUCTURE (VARIABLE THICKNESS)
MILLED PAVEMENT SURFACE
DRAWING NUMBER
PROJECT NUMBER
DATE
CHECKED BY
DRAWN BYDRAWING TITLE & PROJECT NAMEREVISIONS
DESCRIPTIONDATENO.
OR
1-800-242-1776
CALL
PA ONE CALL
SYSTEM TOLL
FREE
THREE DAYS
BEFORE
YOU DIGKnow what's below.
Call before you dig.
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MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS
PLAINS TOWNSHIP
2026 COMMUNITY DEVELOPMENT BLOCK GRANT
PAVING PROJECT
PLAINS TOWNSHIP, LUZERNE COUNTY
BMS
NRA
2026.03.13
43669
C-902
PATA 106
WORK IN SINGLE-LANE AND CENTER LINE - TWO FLAGGERS
(SHORT TERM)
NOT TO SCALE
C O
M
M O N W E A L T H
O F
REGISTERED
PROFESSIONAL
P E
N N S Y L V A N
I A
ENGINEER
PE081045
NICHOLAS RAY ARGOT
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