2-2026.03.13 PROJECT PLANS.pdf

Sheet List Table

Sheet Number Sheet Title

CS01 COVER SHEET

C100 GENERAL PLAN & NOTES

C200 PLAN VIEW & TYPICAL SECTION

C900 DETAILS

0' 2000' 4000' 6000'

LOCATION MAP

CS1

ISSUED FOR BID

31750 3/3/2026

NRA

JAB

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N, LU

ZE

RN

E

CO

UN

TY

, P

EN

NS

YL

VA

NI

A

DE

VE

LO

PM

EN

T

BL

OC

K

GR

AN

T

PA

VI

NG

P

RO

JE

CT

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N

CO

MM

UN

IT

Y

CO

VE

R

SH

EE

T

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

2 3 4 5 6 7 8

B

C

D

E

F

A

DA

TE

NO

DE

SC

RI

PT

IO

N

3 B

AL

TI

MO

RE

D

RI

VE

, S

UI

TE

W

ILK

ES

-B

AR

RE

, P A

TE

L.

0-

1-

99MUNICIPALITY OF KINGSTON

WEST UNION STREET

COMMUNITY DEVELOPMENT BLOCK GRANT

PAVING PROJECT

MUNICIPALITY OF KINGSTON, LUZERNE COUNTY, PENNSYLVANIA

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

PROJECT LOCATION

Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

CHARLES AVE

FORD AVE

STEWART ST

WYOMING AVENUE

ALLEY

LA

TH

R O

P

ST

E

VA

U G

H N

S

T AL

LE

Y

E W

AL

N

U T

ST

E

BE

N N

ET

T

ST

C H

U R

C H

S T

H

ED

G E

PL

G

ER

SH

O

M P

L

E U

N

IO

N S

T AL

LE

Y

W U

N

IO

N S

T

JO

H

N S

T

W V

AU

G

H N

S T

W W

AL

N

U T

ST

MERCER AVE

G O

R D

O N

L N

W D

O R

R

AN

C E

ST

W B

EN

N

ET

T

ST

PA

R

K

PL

PA

R

K

PL

AL

LE

Y

E D

O R

R

AN

C E

ST

JA

M

ES

S

T

BU

TL

ER

S

T

R

EY

N O

LD

S

ST

N CROSS VALLEY EXPY

SR 0390

EL

EY

S

TWOODLAND DR

FLORAION DR

CAROLYN DR

RAILROAD AVE

CHARLES ST

CARPENTER ST

BE

N

N

ET

T

ST

RYAN ST

W

AL

N U

T

ST

VA

U

G H

N S

T

VAUGHN ST

VA

U

G H

N S

T

RAILROAD AVE

AC

AD

EM

Y

LN

SH

AR

PE

S

T

PO

PL

AR

S

T

D

IV

IS

IO

N S

T

PR

IC

E

ST

ELM AVE

LA

C

KA

W

AN

N

A

LN

ELM AVE

MERCER AVE

WELTER LN

SCHUYLER AVE

SCHUYLER AVE

CHESTNUT AVE

N MAPLE AVE

ANTHRACITE AVE

BROOK AVE

D

IV

IS

IO

N S

T

U N

IO

N

S T

BOROUGH OF

KINGSTON

BOROUGH OF PRINGLE

BOROUGH OF LUZERNE

WYOMING AVE (SR 0011)

WELTER LN

RAILROAD AVE

SC

H

U

YLER

AVE TO

W

YO

M

IN

G

AVE

GENERAL NOTES:

1. STREET EDGE OF PAVED CARTWAYS ARE NOT SHOWN TO SCALE.

2. THE PLAN(S) AND TYPICAL SECTION(S) DEPICT THE GENERAL LAYOUT, LENGTH, SCOPE AND LIMITS 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.

3. 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.

4. THE CONTRACTOR WILL 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.

5. 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 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.

6. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND EXISTING UTILITY LOCATIONS PRIOR TO

CONSTRUCTION.

7. IN ADDITION TO THE CONTRACT DOCUMENTS, THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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 IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH

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 SERVICES PROVIDERS, INCLUDING BUT NOT LIMITED TO, THE MUNICIPALITY OF KINGSTON'S POLICE DEPARTMENT, FIRE DEPARTMENT, AND AMBULANCE ASSOCIATIONS TO NOTIFY THEM

OF THE PROJECT WORK SCHEDULE.

11. MILLINGS FOR THE PROJECT ARE TO BE RETAINED BY THE MUNICIPALITY OF KINGSTON. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S DEPARTMENT OF PUBLIC WORKS (DPW) STAFF FOR THE DELIVERY AND STOCKPILING OF MILLINGS. THE MILLINGS ARE TO BE TAKEN TO KINGSTON'S PUBLIC WORKS GARAGE, WHICH IS LOCATED AT

455 CHURCH STREET, KINGSTON, PA 18704.

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).

CONSTRUCTION NOTES:

1. ALL LIMITS OF WORK INDICATED ON THE DRAWINGS REFER TO THE ACTUAL LIMITS FOR FULL WIDTH MILLING

OF EXISTING WEARING COURSE PAVEMENT WHICH SHALL BE MARKED OUT IN THE FIELD

PRIOR TO THE START OF WORK. ALL SAWCUTTING AT LIMITS OF WORK SHALL BE INCIDENTAL TO THE FULL WIDTH MILLING

AND FULL WIDTH OVERLAY RESURFACING.

2. LIMITS OF WORK INDICATED ON DRAWINGS MAY BE ADJUSTED BY ENGINEER DURING CONSTRUCTION BASED

UPON ACTUAL FIELD CONDITIONS.

LEGEND

- PROJECT LOCATION

LINE PAINTING AND PANTED LEGEND/SYMBOL NOTES:

1. ALL EXISTING LINE PAINTING, STOP BARS AND PAINTED SYMBOLS WITHIN THE INDICATED LIMITS OF WORK SHALL BE

REPAINTED AT THEIR PRE-EXISTING SIZE AND LOCATIONS UNLESS OTHERWISE INDICATED IN THE BID DOCUMENTS

OR DIRECTED BY THE ENGINEER.

2. ALL LINE PAINTING AND PAINTED LEGENDS/SYMBOLS SHALL BE HOT THERMOPLASTIC IN ACCORDANCE WITH PENNDOT PUB

408 SECTION 960.

0' 200' 400' 600'

GRAPHIC SCALE (IN FEET)

UTILITY CONTACT LIST:

DALLAS AREA MUNICIPAL AUTHORITY

101 MEMORIAL HIGHWAY

SHAVERTOWN, PA 18708-9603

CONTACT: AUTHORITY PERSONNEL

PENNSYLVANIA AMERICAN WATER

2699 STAFFORD AVENUE

SCRANTON, PA 18507

CONTACT: MARK BALOH

EMAIL: MARK.BALOH@AMWATER.COM

SERVICE ELECTRIC CABLE TV & COMM

15 J CAMPBELL COLLINS DRIVE

WILKES-BARRE, PA 18702

CONTACT: MIKE LABUDA

EMAIL: LABUDAM@SECTV.COM

UGI UTILITIES INC

1 UGI DRIVE

WILKES-BARRE, PA 18711

CONTACT: AMANDA NIXON

EMAIL: ANIXON@UGI.COM

UGI UTILITIES INC

1 UGI CENTER

WILKES-BARRE, PA 18711

CONTACT: JONATHAN GENSEL

EMAIL: JGENSEL@UGI.COM

VERIZON PENNSYLVANIA LLC

1026 HAY STREET

PITTSBURGH, PA 15221

CONTACT: DEBORAH BARUM

EMAIL: deborah.d.delia@verizon.com

USIC LOCATING SERVICES

9045 N RIVER ROAD STE 300

INDIANAPOLIS, IN. 46240

CONTACT: JEFFREY TRUMBOWER

EMAIL:

JEFFREYTRUMBOWER@USICLLC.COM

VERIZON PENNSYLVANIA LLC

1026 HAY STREET

PITTSBURGH, PA 15221

CONTACT: DEBORAH BARUM

EMAIL: DEBORAH.D.DELIA@VERIZON.COM

C100

ISSUED FOR BID

31750 03/03/2026

NRA

JAB

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N, LU

ZE

RN

E

CO

UN

TY

, P

EN

NS

YL

VA

NI

A

DE

VE

LO

PM

EN

T

BL

OC

K

GR

AN

T

PA

VI

NG

P

RO

JE

CT

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N

CO

MM

UN

IT

Y

GE

NE

RA

L P

LA

N

AN

D

NO

TE

S

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

2 3 4 5 6 7 8

B

C

D

E

F

A

DA

TE

NO

DE

SC

RI

PT

IO

N

3 B

AL

TI

MO

RE

D

RI

VE

, S

UI

TE

W

ILK

ES

-B

AR

RE

, P A

TE

L.

0-

1-

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

Know what's below.

Call before you dig.

R

THREE

DAYS

BEFORE

YOU DIG

CALL

PA ONE CALL

SYSTEM TOLL

FREE

OR

1-800-242-1776

PA

VI

NG

LI

MI

T

RESTRIPE

CROSSWALK

PA

VI

NG

LI

MI

T

RESTRIPE

CROSSWALK

RESTRIPE

STOP BAR

RESTRIPE

TURN LANE

SYMBOLS (TYP.)

RESTRIPE

DIVIDING LINE

RESTRIPE

DOUBLE

YELLOW LINE

REPLACE CONCRETE CURB

DEDUCT ALTERNATE

REPLACE CONCRETE SIDEWALK -

DEDUCT ALTERNATE

REPLACE CONCRETE SIDEWALK -

DEDUCT ALTERNATE

REPLACE DEPRESSED

CURB- DEDUCT ALTERNATE

REPLACE 2' OF

DRIVEWAY APRON -

DEDUCT ALTERNATE

BASE COURSE

REPLACEMENT

RIM ADJUSTMENT OF

EXISTING MANHOLE (TYP.)

LOCATIONS APPROXIMATE

RIM ADJUSTMENT OF EXISTING

INLET(TYP.)

LOCATIONS APPROXIMATE

REMOVE AND REPLACE

LOOP DETECTOR (6'X35')

LOCATION APPROXIMATE

JBJB

0' 30' 60' 90'

PLAN LEGEND:

MILL AND OVERLAY

TYPICAL SECTION

WEST UNION STREET

MIN. 2.00%MIN. 2.00%

SUPERPAVE ASPHALT MIXTURE

DESIGN, WMA 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)

NEW WEARING COURSE

SCRATCH/LEVELING COURSE

2" MILLING

1/2

(T

YP

26'±

MAINTAIN MIN 2% CROWN CROSS-SECTIONS GRADES

OR MATCH EXISTING, WHICHEVER IS GREATER**

SUPERPAVE ASPHALT MIXTURE

DESIGN, WMA BIT. CONC. FINE-GRADED

SCRATCH/LEVELING COURSE, PG-64,

0.0 TO 0.3 MILLION ESALS, 9.5mm MIX, 0.5"

COMPACTED DEPTH, SRL-L (TYP)

2" FULL WIDTH MILLING

BIT. CONC BASE COURSE REPLACEMENT (WHERE

DIRECTED). REFER TO TYPICAL DETAIL (SHEET

C-900).

COAT EDGES AND JOINTS

WITH CRAFCO SUPERFLEX

ASPHALT CEMENT (TYP)

COAT EDGES AND JOINTS

WITH CRAFCO SUPERFLEX

ASPHALT CEMENT (TYP)

C200

ISSUED FOR BID

31750 03/03/2026

NRA

JAB

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N, LU

ZE

RN

E

CO

UN

TY

, P

EN

NS

YL

VA

NI

A

DE

VE

LO

PM

EN

T

BL

OC

K

GR

AN

T

PA

VI

NG

P

RO

JE

CT

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N

CO

MM

UN

IT

Y

W

ES

T

UN

IO

N

ST

P

LA

N

VI

EW

A

ND

T

YP

IC

AL

S

EC

TI

ON

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

2 3 4 5 6 7 8

B

C

D

E

F

A

DA

TE

NO

DE

SC

RI

PT

IO

N

3 B

AL

TI

MO

RE

D

RI

VE

, S

UI

TE

W

ILK

ES

-B

AR

RE

, P A

TE

L.

0-

1-

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

CONCRETE SIDEWALK

CONCRETE CURB

AutoCAD SHX Text

SCHUYLER AVENUE

AutoCAD SHX Text

WYOMING AVENUE

AutoCAD SHX Text

WEST UNION STREET

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

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)

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

EDGE OF ROAD

6'

0"

6" M

IN

2'

0"

M

AX

(T

YP

WHITE PEDESTRIAN

CROSSWALK LINE

(TYP)

EDGE OF ROAD

TYPE A PARALLEL

NOT TO SCALE

NOTES:

1. MAKE THE CROSSWALK LINES SOLID WHITE, NOT LESS THAN 6" WIDE.

2. EXTEND THE CROSSWALK ACROSS THE ROADWAY FROM FACE OF CURB

TO FACE OF CURB OR EDGE OF SHOULDER AS APPLICABLE.

3. THE MINIMUM WIDTH OF CROSSWALK SHALL BE 6'.

C900

ISSUED FOR BID

31750 03/03/2026

LSS

JAB

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N, LU

ZE

RN

E

CO

UN

TY

, P

EN

NS

YL

VA

NI

A

DE

VE

LO

PM

EN

T

BL

OC

K

GR

AN

T

PA

VI

NG

P

RO

JE

CT

MU

NI

CI

PA

LIT

Y

OF

K

IN

GS

TO

N

CO

MM

UN

IT

Y

DE

TA

ILS

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

2 3 4 5 6 7 8

B

C

D

E

F

A

DA

TE

NO

DE

SC

RI

PT

IO

N

3 B

AL

TI

MO

RE

D

RI

VE

, S

UI

TE

W

ILK

ES

-B

AR

RE

, P A

TE

L.

0-

1-

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

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.

24" VARIABLE WIDTH 24"

A

FINISHED PAVE

SURFACE

2 - #5 BARS

2 - #5 BARS

1-1/2" (TYP)

5" 2-

1/ 2"

1- 1/

2"

DEPRESSED CURB FOR DRIVEWAYS

NOT TO SCALE

SECTION A-A

ELEVATION COMPACTED SUBGRADE

7" 8"

1/4" RADIUS 3/4" RADIUS

CLASS AA CEMENT

CONCRETE

" 6" O

R

" R

EV

EA

L

(S

EE

P

LA

N S

FO

R

L O

C

AT

IO

N

A

6" NO. 2A COARSE

AGGREGATE COMPACTED

4" CLASS AA CONCRETE

VARIES - SEE PLAN

NOTES:

1. TOOL ALL EXPOSED EDGES, 1/4" RADIUS

COMPACTED

SUBGRADE

CONCRETE TYPE: WALKWAY

NOT TO SCALE

(DEDUCT ALTERNATE)

SECTION VIEW

VARIES SEE PLANS

VA

R

IE

S

SE

E

PL

AN

S

3" TOOLED EDGE

MEDIUM BROOM

FINISH

CONCRETE FINISHING DETAIL

(DEDUCT ALTERNATE)

NOTES:

1. BROOM FINISH ALL EXTERIOR SURFACES UNLESS NOTED

OTHERWISE

CONCRETE CURB DETAIL

NOT TO SCALE

(DEDUCT ALTERNATE)

CROSS SECTIONCONTRACTION JOINT

7"

CONTRACTION JOINT

2" DEEP AND 3/16"

WIDE

1/4" RADIUS

CLASS A CEMENT

CONCRETE

3/4" RADIUS

COMPACTED

SUBGRADE

4' MIN

20' MAX

CONTRACTION JOINT

SPACING

8"

6" REVEAL

FINISHED GRADE

SEAL GUTTER LINE

WITH PG 64-22

NOTES:

1. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

2. PLACE 3/4" THICK PREMOLDED FILLER MATERIAL AT STRUCTURES AND AT THE

END OF THE WORK DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO

CURB OR TO CONFORM TO CLASS TO CROSS SECTIONAL AREA OF CURB.

STRAIGHT ARROW

NOT TO SCALE

.0

TURN ARROW

NOT TO SCALE

.0

NOT TO SCALE

A

DEPRESSED

CURB

MATCH EXISTING-10' MIN

VA

R

IE

S

VARIES - REFER

TO TYPE 1A

DRIVEWAY DETAIL

THIS DWG.

LIMIT OF 6" CLASS AA CONC SIDEWALK CONSTRUCTION

AT DRIVEWAYS

1 CONSTRUCTION JOINT

2 PREMOLDED EXPANSION JOINT FILLER

3 CURB TRANSITION

CONCRETE:

-PENNDOT DOT CLASS AA

-3750 PSI @ 28 DAYS

-6% AIR ENTRAINED - 1%

-SLUMP: 4" MAX

-THICKNESS: WALKS-5" MIN

DRIVEWAYS-6" MIN

-FINISH:BROOM

-EDGE: 1/4" RADIUS

CONSTRUCTION JOINTS:

-DEPTH: 1/4 SLAB THICKNESS

-SPACING: 5' MAX

-EDGE: 1/4" RADIUS

EXPANSION JOINTS:

-1/2" PREMOLDED EXPANSION JOINT

MATERIAL FOR FULL DEPTH OF SIDEWALK

AROUND ALL APPURTENANCES, POLES,

GRATES, RADIUS TANGENTS, ETC.

WHENEVER NEW CONCRETE BUTTS

AGAINST EXISTING STRUCTURES, WALKS,

STEPS, DRIVEWAYS, FOUNDATIONS,

SIDEWALKS, ETC.

TYPICAL CONCRETE SIDEWALK

CONSTRUCTION DETAIL AT DRIVEWAYS

NOT TO SCALE

4' M

IN

12"

SAW CUT

SEAL WITH CRAFCO SUPERFLEX. PLACE 12" WIDE AT EACH JOINT

NOTE:

1. IF CONCRETE IS FOUND TO BE GREATER THAN 1" IN ANY AREA, IT MUST BE

RESTORED IN KIND.

2. ASPHALT TACK COAT BETWEEN EACH LAYER

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

BASE COURSE, PG64-22, 3 TO <10 MILLION ESALS,

25 MM MIX, 5" DEPTH OR MATCH EXISTING,

WHICHEVER IS GREATER

SUBBASE 8" DEPTH, NO. 2A OR MATCH EXISTING,

WHICHEVER IS GREATER

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

WEARING COURSE, PG64-22, 3 TO <10 MILLION

ESALS, 9.5 MM MIX, 1-1/2" DEPTH, SRL-E OR

MATCH EXISTING, WHICHEVER IS GREATER

PERMANENT PAVEMENT REPLACEMENT

ALONG NEWLY INSTALLED CURB

NOT TO SCALE

PAINT CURB WITH

ASPHALTIC MATERIAL

WHERE PAVEMENT

ABUTS CURB

PREMOLDED 1/2" ASPHALT

EXPANSION JOINT FILLER

WHEN ABUTTING CONCRETE

DRIVEWAY RESTORATION

CONCRETE

CURB

SECTION A-A

PAINT VERTICAL FACE OF

SIDEWALK WITH ASPHALTIC

MATERIAL WHEN ABUTING

CONCRETE DRIVEWAY

RESTORATION

112"

MAX CHANGE

IN GRADE = 8.00%

6" MIN. CLASS AA CONCRETE

6" PENNDOT NO. 2A CRUSHED

STONE COARSE AGGREGATE

COMPACTED SUBGRADE

4' MIN. PEDESTRIAN

ACCESS ROUTE

2.00% MAX

SAWCUT

FULL

DEPTH

1' PAVEMENT

RESTORATION

NOTE:

1. THE SIDEWALK SLOPE SHOULD NOT EXCEED 2% SLOPE IN ACCORDANCE WITH AASHTO GREENBOOK CH. 4.

2. REFER TO PENNDOT PUBLICATION 408 SECTIONS 630 AND 704 FOR ADDITIONAL INFORMATION ON CONCRETE

SIDEWALK AND CURB MATERIAL AND DESIGN.

NOTE:

1. REFER TO PENNDOT PUBLICATION 408 SECTIONS 630 AND 704 FOR

ADDITIONAL INFORMATION ON CONCRETE SIDEWALK AND CURB

MATERIAL AND DESIGN.

AutoCAD SHX Text

EXISTING PAVEMENT STRUCTURE (VARIABLE THICKNESS)

AutoCAD SHX Text

MILLED PAVEMENT SURFACE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 24"

AutoCAD SHX Text

TYPICAL STOP BAR WHITE PAINT (HOT-APPLIED THERMOPLASTIC)

AutoCAD SHX Text

1/2" SMOOTH DOWEL 12" LONG 24" OC MAX GREASE AND WRAP ONE END

AutoCAD SHX Text

CLASS A CONCRETE

AutoCAD SHX Text NOTES: 1. EXPANSION JOINT SHALL BE PLACED EVERY 100 SF ON EXPANSION JOINT SHALL BE PLACED EVERY 100 SF ON CONCRETE AREA OR EVERY 20 FT OF WALK. 2. THERE SHOULD BE A MINIMUM 3 DOWELS PER JOINT THERE SHOULD BE A MINIMUM 3 DOWELS PER JOINT AND THE OUTSIDE DOWELS SHOULD BE PLACED NO LESS THAT 3" OC FROM THE OUTSIDE EDGE OF THE SIDEWALK.

AutoCAD SHX Text

TOOL JOINT, APPLY SEALANT TO 1/16" TO 1/8" BELOW SURFACE

AutoCAD SHX Text

POLYURETHANE SEALANT

AutoCAD SHX Text

EXPANSION JOINT DETAIL NOT TO SCALE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING DRIVE