2-LSA Paving Project Plans.pdf

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

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LOCATION MAP

LUZERNE COUNTY, PENNSYLVANIA

HANOVER TOWNSHIP

2026 LSA GRANT PAVING PROJECT

0' 2000' 4000' 6000'

GRAPHIC SCALE (IN FEET)

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 HANOVER 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 SAGAR'S SERVICE

CENTER, WHICH IS AT 4 BREAKER ROAD, WILKES-BARRE, PA 18706. THE APPROXIMATE

LOCATION HAS BEEN SHOWN ON THE VICINITY MAP (THIS SHEET).

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.

JDP

NRA

FEBRUARY 24, 2026

43567

CS1

BETSY ROSS DRIVE PROJECT LOCATION

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

Sheet List Table

Sheet Number Sheet Title

CS1 COVER SHEET

C-201 PLAN AND TYPICAL SECTION - BETSY ROSS DRIVE

C-202 PLAN AND TYPICAL SECTION - PAUL REVERE DRIVE

C-203 PLAN AND TYPICAL SECTION - E. DIVISION STREET (BASE BID)

C-901 SITE DETAILS

C-902 MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS

PAUL REVERE DRIVE PROJECT LOCATION

E. DIVISION STREET PROJECT LOCATION

C-204 PLAN AND TYPICAL SECTION - E. DIVISION STREET (ADD ALTERNATE)

L.O .W

L.O .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

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0' 30' 60' 90'

GRAPHIC SCALE (IN FEET)

PLAN AND TYPICAL SECTION - BETSY ROSS DRIVE

HANOVER TOWNSHIP

2026 LSA GRANT PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

February 24, 2026

43567

C-201

PLAN

LIMIT OF WORK

EXISTING STORM INLET

LEGEND

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

BASE BID- BETSY ROSS DRIVE

(INDEPENDENCE BLVD TO RED COAT LANE)

MILL AND OVERLAY

BIT. CONC. BASE COURSE REPLACEMENT,

WHERE DIRECT (SEE SHEET C-901 FOR DETAIL)

TYPICAL SECTION

BETSY ROSS DRIVE - MILL AND OVERLAY

NOT TO SCALE

MAINTAIN MIN 2% CROWN CROSS-SECTIONS GRADES

OR MATCH EXISTING, WHICHEVER IS GREATER*

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)

AutoCAD SHX Text

BETSY ROSS DRIVE

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INDEPENDENCE BLVD

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RED COAT LANE

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EOP

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EXISTING GRADE (TYP)

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EOP

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AutoCAD SHX Text C

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EXIST CONCRETE CURB (TYP BOTH SIDES)

L.O .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' 30' 60' 90'

GRAPHIC SCALE (IN FEET)

PLAN AND TYPICAL SECTION - PAUL REVERE DRIVE

HANOVER TOWNSHIP

2026 LSA GRANT PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

February 24, 2026

43567

C-202

PLAN

LIMIT OF WORK

EXISTING STORM INLET

EXISTING MANHOLE

LEGEND

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

BASE BID- PAUL REVERE DRIVE

(INDEPENDENCE BLVD TO RED COAT LANE)

MILL AND OVERLAY

BIT. CONC. BASE COURSE REPLACEMENT,

WHERE DIRECT (SEE SHEET C-901 FOR DETAIL)

TYPICAL SECTION

PAUL REVERE DRIVE - MILL AND OVERLAY

NOT TO SCALE

MAINTAIN MIN 2% CROWN CROSS-SECTIONS GRADES

OR MATCH EXISTING, WHICHEVER IS GREATER*

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)

AutoCAD SHX Text #35

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INDEPENDENCE BOULEVARD

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PAUL REVERE DRIVE

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RED COAT LANE

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AutoCAD SHX Text 2.00%

AutoCAD SHX Text 2.00%

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EOP

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EXISTING GRADE (TYP)

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EOP

AutoCAD SHX Text L

AutoCAD SHX Text C

EXIST CONCRETE CURB (TYP BOTH SIDES)

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 AND TYPICAL SECTION - E. DIVISION STREET (BASE BID)

HANOVER TOWNSHIP

2026 LSA GRANT PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

February 24, 2026

43567

C-203

PLAN LEGEND

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

BASE BID- E. DIVISION STREET

(RAILROAD TO SPRING STREET)

MILL AND OVERLAY

LIMIT OF WORK

EXISTING STORM INLET

EXISTING MANHOLE

ADD ALTERNATE 1

(SEE SHEET C-204)

L.O.W

TYPICAL SECTION

EAST DIVISION STREET - MILL AND OVERLAY

NOT TO SCALE

MATCH EXISTING CROSS SLOPE*

2" FULL WIDTH MILLING

EXISTING BIT CONC

PAVEMENT STRUCTURE

COAT EDGES AND

JOINTS WITH CRAFCO

SUPERFLEX ASPHALT

CEMENT (TYP)

BIT CONC SCRATCH LEVELING COURSE (AS NEEDED)

SUPERPAVE ASPHALT MIXTURE DESIGN,

WMA FULL WIDTH BIT. CONC. WEARING COURSE,

PG 64-22 0.0 TO 0.3 MILLION ESALS 9.5MM MIX,

2" COMPACTED DEPTH, SRL-L (TYP)

REPLACE DOUBLE YELLOW CENTERLINE

PAVEMENT STRIPING CONSISTING OF

TWO (2) PARALLEL 4-INCH YELLOW LINES

USING WATERBORNE TRAFFIC PAINT

REPLACE EXISTING RAILROAD

CROSSING PAVEMENT MARKINGS

USING WHITE THERMOPLASTIC

PAVEMENT MARKING MATERIAL

NOTE:

1. THE CONTRACTOR SHALL MATCH THE EXISTING ROADWAY CROSS SLOPE

(CROWNED OR SUPER-ELEVATED, AS APPLICABLE) THROUGH THE LIMITS OF

WORK

AutoCAD SHX Text

E. DIVISION STREET

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E. DIVISION STREET

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W. LIBERTY STREET

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MARIA DRIVE

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SPRING STREET

AutoCAD SHX Text

RAILROAD

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AutoCAD SHX Text #68

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RAILROAD

AutoCAD SHX Text

ME*

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ME*

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

EOP

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EXISTING GRADE (TYP)

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

0' 40' 80' 120'

GRAPHIC SCALE (IN FEET)

PLAN AND TYPICAL SECTION - E. DIVISION STREET (ADD ALTERNATE)

HANOVER TOWNSHIP

2026 LSA GRANT PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

February 24, 2026

43567

C-204

PLAN

LIMIT OF WORK

LEGEND

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

ADD ALTERNATE 1 - E. DIVISION STREET

MILL AND OVERLAY

BASE BID- EAST DIVISION STREET

(SEE SHEET C-203)

L.O.W.

REPLACE DOUBLE YELLOW CENTERLINE

PAVEMENT STRIPING CONSISTING OF

TWO (2) PARALLEL 4-INCH YELLOW LINES

USING WATERBORNE TRAFFIC PAINT

REPLACE EXISTING RAILROAD

CROSSING PAVEMENT MARKINGS

USING WHITE THERMOPLASTIC

PAVEMENT MARKING MATERIAL

TYPICAL SECTION

EAST DIVISION STREET - MILL AND OVERLAY

NOT TO SCALE

MATCH EXISTING CROSS SLOPE*

2" FULL WIDTH MILLING

EXISTING BIT CONC

PAVEMENT STRUCTURE

COAT EDGES AND

JOINTS WITH CRAFCO

SUPERFLEX ASPHALT

CEMENT (TYP)

BIT CONC SCRATCH LEVELING COURSE (AS NEEDED)

SUPERPAVE ASPHALT MIXTURE DESIGN,

WMA FULL WIDTH BIT. CONC. WEARING COURSE,

PG 64-22 0.0 TO 0.3 MILLION ESALS 9.5MM MIX,

2" COMPACTED DEPTH, SRL-L (TYP)

NOTE:

1. THE CONTRACTOR SHALL MATCH THE EXISTING ROADWAY CROSS SLOPE

(CROWNED OR SUPER-ELEVATED, AS APPLICABLE) THROUGH THE LIMITS OF

WORK

AutoCAD SHX Text

E. DIVISION STREET

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E. DIVISION STREET

AutoCAD SHX Text

RAILROAD

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RAILROAD

AutoCAD SHX Text #200

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ME*

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ME*

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EXISTING GRADE (TYP)

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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SITE DETAILS

HANOVER TOWNSHIP

2026 LSA GRANT

PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

FEBRUARY 24, 2026

43567

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.

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER

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

2'

WID

TH LENGTH

4'

3'

NOTES:

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR

TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE

BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN

CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR

REMAIN PERMANENTLY.

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A

MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF

50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO.

40 SIEVE.

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF

EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN

FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE

INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED

ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED

IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL

USED BAGS ACCORDING TO THE PLAN NOTES.

*DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET

NOT TO SCALE

INLET GRATE

1" REBAR FOR

BAG REMOVAL

FROM INLET

ELEVATION VIEW PLAN VIEW

2" X 2" X 3/4"

RUBBER BLOCK

EXPANSION

RESTRAINT

(1/4" NYLON ROPE)

ISOMETRIC VIEW

INSTALLATION DETAIL

STORM

INLET

FLOW

2 MIN

(TYP)

FLOW

EARTHEN BERM TO BE

STABILIZED WITH TEMPORARY

OR PERMANENT VEGETATION

BE

R

M

2 MIN:1 (TYP)

6" MIN HEIGHT

3:1 3:1

AutoCAD SHX Text

EXISTING PAVEMENT STRUCTURE (VARIABLE THICKNESS)

MILLED PAVEMENT SURFACE

LOUIS S. SPACIANO

PROFESSIONAL

NO. PE080706

REGISTERED

ENGINEER 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:

\P ro je ct F ile s\

G A-

H Z\

H

AN

TW

P\

- 2

H an ov er

T ow ns hi p G en er al E ng in ee r\2

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-9

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PM

R

MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS

HANOVER TOWNSHIP

2026 LSA GRANT

PAVING PROJECT

HANOVER TOWNSHIP,LUZERNE COUNTY, PENNSYLVANIA

JDP

NRA

FEBRUARY 24, 2026

43567

C-902

PATA 106

WORK IN SINGLE-LANE AND CENTER LINE - TWO FLAGGERS

(SHORT TERM)

NOT TO SCALE