1-ZERBY AVE PAVING 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

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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

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99MUNICIPALITY OF KINGSTON

ZERBY AVENUE

LSA 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

RAILROAD AVE

PO

PL

AR

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IV

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PR

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ELM AVE

LA

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LN

ELM AVE

MERCER AVE

WELTER LN

SCHUYLER AVE

SCHUYLER AVE

CHESTNUT AVE

N MAPLE AVE

BROOK AVE

D

IV

IS

IO

N S

T

BOROUGH OF PRINGLE

SCHUYLER AVE

CHESTNUT AVE

N MAPLE AVE

W H

O

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M

AR

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ST

BE

LD

IN

G

L N

S MAPLE AVE

PAGE AVE

MOTT AVE

C U

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TI

S

LN

SP

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SPRUCE ST R

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S

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PL

WYOMING AVE (SR 0011)

JULIAN ST

R

IC

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FR

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IC

K

ST

EDWARD ST

KORN ST

E GROVE ST

THOMAS LN

KORN ST

PE

N

N S

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BELLAS ST

MASON CT

MEYERS LN

GILLIS ST

KR

YC

H S

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BR

EW

ST

ER

L N

PE

N

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T

BROOK ST

BROOK ST

C H

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ST

EN

O

S T

PU

LA

SK

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ZERBY AVE

M

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S

ST

LAUREL ST

R O

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LT

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M

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BEACH ST

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MAIN ST

RAILROAD AVE

PR

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PROJECT

LOCATION

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. ALL INLET GRATES THAT ARE NOT BICYCLE SAFE WILL BE REPLACED

12. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL MILLINGS

13. REPLACEMENT OF ALL MANHOLE COVERS FOR STORM AND SANITARY MANHOLES. ALL MANHOLE CASTINGS REMOVED FOR

THIS PROJECT WILL BE TURNED OVER TO THE MUNICIPALITY OF KINGSTON

14. 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.

15. MILLING AND/OR SAWCUTTING FOR CARTWAY PAVEMENT TIE-INS SHALL BE INCIDENTAL TO THE FULL WIDTH OVERLAY.

16. CRAFCO SUPERFLEX ASPHALT CEMENT SHALL BE USED TO SEAL ALL PAVEMENT JOINTS.

17. 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.

18. NO LESS THAN EXISTING CURB REVEAL SHALL BE MAINTAINED AT THOSE LOCATIONS WHERE THERE IS EXISTING CURB.

19. SAWCUT LIMITS OF WORK AT BOTH ENDS PRIOR TO START OF MILLING OPERATIONS (INCIDENTAL).

20. 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

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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

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C O

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REGISTERED

PROFESSIONAL

P E

N N S Y L V A N

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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

ZERBY AVE

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REPLACE NON-BICYCLE

SAFE INLET GRATE (TYP)

REPLACE MANHOLE

CASTING SANITARY (TYP)

REPLACE MANHOLE

CASTING STORM (TYP)

RESTRIPE

CROSSWALKS (TYP)

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

BITUMINOUS MILL AND OVERLAY

MANHOLE - SANITARY (REPLACE RIM AND LID)

MANHOLE - STORM (REPLACE RIM AND LID)

REPLACE NON - BICYCLE SAFE INLET GRATE

RESTRIPE CROSSWALKS

LEGEND

PLAN VIEW - ZERBY AVE

KINGSTON BOROUGH

ZERBY AVENUE

LSA PAVING PROJECT

KINGSTON BOROUGH, LUZERNE COUNTY, PENNSYLVANIA

JPK

NRA

07/02/2026

31750

C-201

BICYCLE SAFE INLET GRATE

MAINTAIN MIN 2% CROWN CROSS-SECTIONS GRADES

OR MATCH EXISTING, WHICHEVER IS GREATER*

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

ZERBY AVE

NOT TO SCALE

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)

COAT EDGES AND JOINTS

WITH CRAFCO SUPERFLEX

ASPHALT CEMENT (TYP)

1/ 2"

(T

YP

COAT EDGES AND JOINTS

WITH CRAFCO SUPERFLEX

ASPHALT CEMENT (TYP)

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

EOP

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

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'.

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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.

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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.

TYPE M INLET

WITH TYPE M FRAME

NOT TO SCALE

NOTES:

1. REFER TO PENNDOT RC-46M FOR

ADDITIONAL INLET COMPONENT REQUIREMENTS.

2. PROVIDE A MINIMUM OF 12" COMPACTED NO

2A COARSE AGGREGATE FOR INLET BASE.

3. STANDARD INLET BOX SHOWN, PROVIDE TOP

SLAB FOR OTHER INLET BOX TYPES.

GRATE (STRUCTURAL STEEL

BICYCLE SAFE)

TYPE M FRAME

(CAST IRON SHOWN)

ADJUST TO FINAL GRADE WITH

PRECAST CONC RINGS OR BRICK

AND CEMENT MORTAR. PROVIDE

4" THICKNESS OF ADJUSTMENT

WITH A MAXIMUM 12" OF TOTAL

THICKNESS.

INLET BOX

FLAT CORNER

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)

CONCRETE CURB DETAIL (ADD ALTERNATE #1)

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.

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 (ADD ALTERNATE #1)

NOT TO SCALE

(DEDUCT ALTERNATE)

SECTION VIEW

AutoCAD SHX Text

EXISTING PAVEMENT STRUCTURE (VARIABLE THICKNESS)

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MILLED PAVEMENT SURFACE