366424.001_Final_Plan_Set-SS-20250210.pdf

PDF 12 MB Posted Feb 13, 2025

Attached to: Sidewalk Improvements - CDBG
Solicitation number: Not on record
Issued by: Lackawanna County, Pennsylvania

About this file

Written by GovTribe AI · May 11, 2025

These construction plans detail ADA Sidewalk Improvements for the City of Scranton in Lackawanna County, Pennsylvania, prepared by Barry Isett & Associates and dated February 10, 2025. The project involves comprehensive sidewalk upgrades focusing on ADA compliance, with detailed engineering plans showing curb ramp construction, site layouts, and specific construction details across multiple technical sheets. The bid is scheduled to be received online through the City's e-Procurement Portal until 10:00 am on Tuesday, March 4, 2025, with a bid opening to follow in City Council Chambers.

The project is funded through Community Development Block Grant (CDBG) resources and requires bidders to register on the city's e-Procurement Portal to access documentation and submit proposals. Interested contractors must follow the project on the portal to receive addenda notifications and be eligible to submit a bid. All technical questions and clarification requests must be submitted via the portal's Q&A function by 4:30 pm on Friday, February 28, 2025. The construction plans include detailed specifications for ADA curb ramps, crosswalk details, pavement sections, and various street infrastructure improvements, with precise elevation measurements and construction method guidelines.

View the file

Other files

File	Type	Posted
Sidewalk_Improvements_-_CDBG_(Addendum_#5_Revision).pdf	PDF	Feb 28, 2025
ITB_CBDG_Sidewalks_2025.pdf	PDF	Feb 12, 2025
Federal_Certification_Regarding_Lobbying_as_of_8.9.24.pdf	PDF	Jan 23, 2025
Bid_Form_Template_9.17.24.docx	DOCX document	Jan 23, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STOP

STO

STOP

STO

JOB:

366424.001

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

LTI-

DISC

IPLIN

ENG

INEE

AND

NSU

LTA

NTS

SHEET: 2 OF 8

EF-1

N /E

Know what's below.

before you dig.Call

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

END CURB

AutoCAD SHX Text

END CURB (STONE)

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

BIT. DRIVEWAY

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

10TH AVE (BIT. CARTWAY)

AutoCAD SHX Text

10TH AVE (BIT. CARTWAY)

AutoCAD SHX Text

70.2' DROP CURB

AutoCAD SHX Text

DWS

AutoCAD SHX Text 5.0' D.C.

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text 11.3' D.C.

AutoCAD SHX Text

DWS

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

CURB

AutoCAD SHX Text

EXISTING DWELLING

AutoCAD SHX Text

EXISTING DWELLING

AutoCAD SHX Text

EXISTING DWELLING

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

SLATE

AutoCAD SHX Text

SLATE

AutoCAD SHX Text

RAISED WOOD PLANTER

AutoCAD SHX Text

CONC.

AutoCAD SHX Text L.S.T.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

SLATE SIDEWALK

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

BIT. DRIVEWAY

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

RAISED WOOD PLANTER

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CURB

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

CHIMNEY

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

EXISTING APARTMENTS

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text L.S.T.

AutoCAD SHX Text

PORCH

AutoCAD SHX Text

EXISTING DWELLING

AutoCAD SHX Text

SLATE SIDEWALK

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

SLATE

AutoCAD SHX Text

WASHBURN ST. (BIT. CARTWAY)

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

EDWARDS CT. (BIT. CARTWAY)

AutoCAD SHX Text

EDDIE'S AUTO REPAIR

AutoCAD SHX Text 17.6' D.C.

AutoCAD SHX Text

BITUMINOUS PARKING LOT

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB (STONE)

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

BIT. CURB

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

DWS

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text

2" GAS (APPROXIMATE)

AutoCAD SHX Text

4" GAS (APPROXIMATE)

AutoCAD SHX Text

12" GAS (APPROXIMATE)

AutoCAD SHX Text

2" GAS (APPROXIMATE)

AutoCAD SHX Text

2" GAS (APPROXIMATE)

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

POSTAL BOX ON CONC.

AutoCAD SHX Text 20' R/W

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

TO BE REMOVED BY OTHERS

AutoCAD SHX Text

(TO BE RELOCATED)

AutoCAD SHX Text

(TO BE RELOCATED)

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

(TO BE RELOCATED)

AutoCAD SHX Text

ADA CURB RAMP #9 BIT. SIDEWALK TO BE REPLACED WITH CONC.

AutoCAD SHX Text

ADA CURB RAMP #6 BIT. SIDEWALK TO BE REPLACED WITH CONC.

AutoCAD SHX Text

ADA CURB RAMP #7 BIT. SIDEWALK TO BE REPLACED WITH CONC.

AutoCAD SHX Text

ADA CURB RAMP #5 CONC. SIDEWALK TO BE REMOVED

AutoCAD SHX Text

ADA CURB RAMP #8 CONC. SIDEWALK TO BE REMOVED

AutoCAD SHX Text

LINE STRIPING TO BE REPLACED. (TYP.)

AutoCAD SHX Text

CITY INLET RIM: 809.30 2.6'X0.3' OPENING:810.15 INV. OUT: 806.92 (S)

AutoCAD SHX Text CITY INLET RIM: 810.73 INV. IN: 806.71 (N) INV. IN: 807.01 (SW) INV. OUT: 258.82 (NE)

AutoCAD SHX Text

CITY INLET RIM: 811.06 2.6'X0.3' OPENING:810.23 INV. OUT: 805.85 (E)

AutoCAD SHX Text

CITY INLET RIM: 811.09 SUMP: 803.19 INV. IN: 803.19 (SW)

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

STOP

AutoCAD SHX Text

(TBR)

AutoCAD SHX Text

GUY

AutoCAD SHX Text

U.P. W/LIGHT W/LIGHT PPL56747 N45978 CONDUIT

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text

(TBR)

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

EXTENT OF CURB REMOVAL

AutoCAD SHX Text

EXTENT OF CURB REMOVAL

AutoCAD SHX Text

(TO BE REMOVED BY OTHERS)

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

JACKSON ST. (BIT. CARTWAY)

AutoCAD SHX Text

LINCOLN AVE (BIT. CARTWAY)

AutoCAD SHX Text

CURB (POOR CONDITION)

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

TREE LAWN

AutoCAD SHX Text

WROUGHT IRON FENCE

AutoCAD SHX Text

BITUMINOUS PARKING

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

WROUGHT IRON FENCE

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

LANDSCAPED PLANTER

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

BIT. SIDEWALK

AutoCAD SHX Text

PAVEMENT SEAM

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

CURB (POOR CONDITION)

AutoCAD SHX Text

POSTAL BOX ON CONC.

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

2" GAS (APPROXIMATE)

AutoCAD SHX Text

2" GAS (APPROXIMATE)

AutoCAD SHX Text

6" GAS (APPROXIMATE)

AutoCAD SHX Text

6" GAS (APPROXIMATE)

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

ADA CURB RAMP #3 BIT. SIDEWALK TO BE REPLACED WITH CONC.

AutoCAD SHX Text

ADA CURB RAMP #1 BIT. SIDEWALK TO BE REPLACED WITH CONC.

AutoCAD SHX Text

ADA CURB RAMP #4 CONC. SIDEWALK TO BE REMOVED

AutoCAD SHX Text

ADA CURB RAMP #2 CONC. SIDEWALK TO BE REMOVED

AutoCAD SHX Text FILENAME: C:\Users\kthomas\DC\ACCDocs\Barry Isett and Associates\366424.001_Scranton_OECD_Jackson\Project Files\Survey\BasePlan_Cloud\366424001-VB-FIELD.dwg - February 10, 2025 2:39 PM

AutoCAD SHX Text 24X36

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text NOTES: : 1. THIS DRAWING HAS BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE THIS DRAWING HAS BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE SURVEYOR HAS NOT VERIFIED THE ACCURACY OF THE UNDERGROUND UTILITIES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO ANY FUTURE CONSTRUCTION. 2. A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE SUBJECT PROPERTIES AND THIS A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE SUBJECT PROPERTIES AND THIS PLAN SHOULD NOT BE CONSTRUED AS ONE. 3. DATUM - NAVD88 DATUM - NAVD88 4. CONTRACTOR TO VERIFY ALL ELEVATIONS AND CONTROLS PRIOR TO DEMOLITION AND CONTRACTOR TO VERIFY ALL ELEVATIONS AND CONTROLS PRIOR TO DEMOLITION AND CONSTRUCTION. 5. PA AMERICAN WATER COMPANY IS TO REMOVE/RELOCATAE INDICATED INLETS AND PA AMERICAN WATER COMPANY IS TO REMOVE/RELOCATAE INDICATED INLETS AND CONVEYANCE PIPE PRIOR TO CONSTRUCTION COMMENCEMENT. 6. MAILBOX TO BE REMOVED AND RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE MAILBOX TO BE REMOVED AND RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE WITH USPS ON THE RELOCATION OF POSTAL BOX AND CONCRETE SLAB.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

6" PINE

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CHAIN-LINK FENCE

AutoCAD SHX Text

DEPRESSED

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

STORM MH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

& INLET

AutoCAD SHX Text

STORM LINE, MANHOLE,

AutoCAD SHX Text

& CLEANOUT

AutoCAD SHX Text

SANITARY LINE, MANHOLE,

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN. MH

AutoCAD SHX Text U.P.

AutoCAD SHX Text

U/TV

AutoCAD SHX Text

UNDERGROUND TELEVISION

AutoCAD SHX Text U/T

AutoCAD SHX Text U/E

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

O/TV

AutoCAD SHX Text

OVERHEAD TELEVISION

AutoCAD SHX Text O/T

AutoCAD SHX Text

OVERHEAD TELEPHONE

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BIT.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

CHAIN-LINK FENCE

AutoCAD SHX Text X

AutoCAD SHX Text

WATER MAIN & VALVE

AutoCAD SHX Text

GAS MAIN & VALVE

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

TREE ROW

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text O/E

AutoCAD SHX Text 590.53

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text O/L

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

TBR

AutoCAD SHX Text

TO BE REMOVED

AutoCAD SHX Text

TO BE RELOCATED

AutoCAD SHX Text

TBRR

AutoCAD SHX Text

50' STREET RIGHT-OF-WAY

AutoCAD SHX Text

SITE SERIAL # SEE CS-1

JOB:

366424.001

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

MULTI-

DISCIPLINE

ENGINEERS

AND

CONSU

LTANTS

SHEET: 4 OF 8

CD-1

C U

R B

P C

O N

U C

N D

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 3.1%

AutoCAD SHX Text 5.9%

AutoCAD SHX Text 5.79%

AutoCAD SHX Text 1.25%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 0.7%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 6.7%

AutoCAD SHX Text 5.8%

AutoCAD SHX Text 0.7%

AutoCAD SHX Text

ADA CURB RAMP #1 SEE REFERENCE SECTION NO. 9000-0011 ON BID FORM.

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1.43%

AutoCAD SHX Text 6.6%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1.25%

AutoCAD SHX Text 3.2%

AutoCAD SHX Text 6.0%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 3.5%

AutoCAD SHX Text 5.4%

AutoCAD SHX Text 5.30%

AutoCAD SHX Text 2.3%

AutoCAD SHX Text 3.2%

AutoCAD SHX Text 4.5%

AutoCAD SHX Text 3.06%

AutoCAD SHX Text 4.1%

AutoCAD SHX Text 3.7%

AutoCAD SHX Text

ADA CURB RAMP #2 SEE REFERENCE SECTION NO. 9000-0012 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text 5.4%

AutoCAD SHX Text 6.3%

AutoCAD SHX Text 0.25%

AutoCAD SHX Text 0.54%

AutoCAD SHX Text 5.6%

AutoCAD SHX Text 4.7%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 2.75%

AutoCAD SHX Text 0.3%

AutoCAD SHX Text 1.97%

AutoCAD SHX Text

ADA CURB RAMP #3 SEE REFERENCE SECTION NO. 9000-0013 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text 1.25%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 0.75%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 0.70%

AutoCAD SHX Text 1.88%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

ADA CURB RAMP #4 SEE REFERENCE SECTION NO. 9000-0014 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text FILENAME: C:\Users\kthomas\DC\ACCDocs\Barry Isett and Associates\366424.001_Scranton_OECD_Jackson\Project Files\Civil\_Prod\366424.001_Construction_Details.dwg - February 10, 2025 2:44 PM

AutoCAD SHX Text 24X36

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: 1" = 2'

AutoCAD SHX Text

%%UADA CURB RAMP 1

AutoCAD SHX Text

%%UADA CURB RAMP 2

AutoCAD SHX Text

%%UADA CURB RAMP 4

AutoCAD SHX Text

%%UADA CURB RAMP 3

AutoCAD SHX Text CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY IS TO BE REPORTED TO THE ENGINEER BEFORE SETTING FORMS

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

DETECTABLE WARNING STRIP

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

MULTI-

DISCIPLINE

ENGINEERS

AND

CONSU

LTANTS

SHEET: 5 OF 8

CD-2

C U

R B

P C

O N

U C

N D

AutoCAD SHX Text

815.44 815.44

AutoCAD SHX Text 0.2%

AutoCAD SHX Text 8.14%

AutoCAD SHX Text 8.40%

AutoCAD SHX Text 0.6%

AutoCAD SHX Text 3.46%

AutoCAD SHX Text 8.4%

AutoCAD SHX Text 5.0%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 8.14%

AutoCAD SHX Text

ADA CURB RAMP #5 SEE REFERENCE SECTION NO. 9000-0003 ON BID FORM.

AutoCAD SHX Text 0.0%

AutoCAD SHX Text 5'

AutoCAD SHX Text 5.0

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 7.24%

AutoCAD SHX Text 7.2%

AutoCAD SHX Text 0.55%

AutoCAD SHX Text 0.75%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 2.5%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 0.75%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 3.0%

AutoCAD SHX Text 3.6%

AutoCAD SHX Text 7.5%

AutoCAD SHX Text 7.2%

AutoCAD SHX Text

ADA CURB RAMP #6 SEE REFERENCE SECTION NO. 9000-0004 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text 15'

AutoCAD SHX Text 3.75%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 4.50%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 2.4%

AutoCAD SHX Text 5.2%

AutoCAD SHX Text 2.5%

AutoCAD SHX Text

ADA CURB RAMP #8 SEE REFERENCE SECTION NO. 9000-0006 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text

ADA CURB RAMP #7 SEE REFERENCE SECTION NO. 9000-0005 ON BID FORM.

AutoCAD SHX Text 24X36

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: 1" = 2'

AutoCAD SHX Text

%%UADA CURB RAMP 5

AutoCAD SHX Text

%%UADA CURB RAMP 6

AutoCAD SHX Text

%%UADA CURB RAMP 8

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY IS TO BE REPORTED TO THE ENGINEER BEFORE SETTING FORMS

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

DETECTABLE WARNING STRIP

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

%%UADA CURB RAMP 7

CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY IS TO BE REPORTED TO THE ENGINEER BEFORE SETTING FORMS

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

MULTI-

DISCIPLINE

ENGINEERS

AND

CONSU

LTANTS

SHEET: 6 OF 8

CD-3

C U

R B

P C

O N

U C

N D

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 0.94%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 1.75%

AutoCAD SHX Text 2.9%

AutoCAD SHX Text 2.55%

AutoCAD SHX Text 3.0%

AutoCAD SHX Text 0.63%

AutoCAD SHX Text 1.09%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 2.84%

AutoCAD SHX Text 1.66%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 0.4%

AutoCAD SHX Text 1.32%

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 1.75%

AutoCAD SHX Text 0.9%

AutoCAD SHX Text 1.7%

AutoCAD SHX Text

ADA CURB RAMP #9 SEE REFERENCE SECTION NO. 9000-0007 ON BID FORM.

AutoCAD SHX Text

ADA CURB RAMP #10 SEE REFERENCE SECTION NO. 9000-0008 ON BID FORM.

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4.50'

AutoCAD SHX Text 5'

AutoCAD SHX Text

AAAAAA

AutoCAD SHX Text 24X36

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: 1" = 2'

AutoCAD SHX Text

%%UADA CURB RAMP 9 & 10

AutoCAD SHX Text CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY IS TO BE REPORTED TO THE ENGINEER BEFORE SETTING FORMS

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

DETECTABLE WARNING STRIP

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE SIDEWALK

366424.001

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

MULTI-

DISCIPLINE

ENGINEERS

AND

CONSU

LTANTS

SHEET: 7 OF 8

CD-4

C U

R B

P C

O N

U C

N D

AutoCAD SHX Text 6.9%

AutoCAD SHX Text 7.6%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 1.25%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1.75%

AutoCAD SHX Text 4.06%

AutoCAD SHX Text 3.38%

AutoCAD SHX Text 4.06%

AutoCAD SHX Text 4.5%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 0.4%

AutoCAD SHX Text 0.3%

AutoCAD SHX Text 2.4%

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 1.92%

AutoCAD SHX Text 4.08%

AutoCAD SHX Text 8.5%

AutoCAD SHX Text 1.39%

AutoCAD SHX Text

ADA CURB RAMP #11 SEE REFERENCE SECTION NO. 9000-0009 ON BID FORM.

AutoCAD SHX Text

ADA CURB RAMP #12 SEE REFERENCE SECTION NO. 9000-00010 ON BID FORM.

AutoCAD SHX Text 4'

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text 5.75'

AutoCAD SHX Text 24X36

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: 1" = 2'

AutoCAD SHX Text

%%UADA CURB RAMP 11 & 12

AutoCAD SHX Text CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY IS TO BE REPORTED TO THE ENGINEER BEFORE SETTING FORMS

AutoCAD SHX Text

EXISTING CONTOUR

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text

DETECTABLE WARNING STRIP

AutoCAD SHX Text

DEPRESSED CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

%%UADA CURB RAMPS LEGEND

AutoCAD SHX Text

CONCRETE SIDEWALK

DRAWN:

TDW

SCALE:

AS NOTED

DATE:

6/21/2024

P MGR:

APPRD:

SGW

CHK:

RJS

DSGN:

TDW

RJS

N S

SHEET:

1. 2. 3. 4. 5. 6. 7.

8. 9.

N O

Y O

A C

O U

, P A

T& as so ci at es

INC

MULTI-

DISCIPLINE

ENGINEERS

AND

CONSU

LTANTS

SHEET: 8 OF 8

CD-5

C O

R U

O N

STOP

AutoCAD SHX Text 24X36

AutoCAD SHX Text RECYCLING OR DISPOSAL OF MATERIALS: : CONSTRUCTION WASTES FROM LAND DISTURBANCE AND DEVELOPMENT SHALL BE DISPOSED OF BY THE CONTRACTOR IN AREAS SUITABLE FOR SUCH WASTES IN ACCORDANCE WITH PA DEP REGULATIONS. EXCESS SOIL/ROCK SHALL BE UTILIZED ON SITE TO IMPROVE FINAL GRADING OF LOW AREA LOTS. THESE WASTES INCLUDE, BUT ARE NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIALS, CONCRETE WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. MEASURES SHOULD BE PLANNED AND IMPLEMENTED FOR HOUSEKEEPING, MATERIALS MANAGEMENT, AND LITTER CONTROL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIALS IS PREFERRED, RATHER THAN DISPOSAL. THE OPERATOR SHALL ASSURE THAT AN E&S CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE GOVERNING CONSERVATION DISTRICT, AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL SOIL/ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR LOCATIONS. RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THIS PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH PA DEP RULES AND REGULATIONS. SEDIMENT REMOVED FROM ESPCP CONTROLS AND FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED OR PLACED IN TOPSOIL STOCKPILES. ANTICIPATED CONSTRUCTION WASTES INCLUDE, BUT MAY NOT BE LIMITED TO, THE FOLLOWING: SEDIMENT TRASH/DEBRIS VEGETATION CLIPPINGS AS MAY RESULT FROM MAINTENANCE PACKAGING MATERIAL FORMWORK ASSOCIATED WITH CONCRETE FOUNDATIONS.

AutoCAD SHX Text CLEAN FILL NOTES 1. IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL FROM THE SITE, THE IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL FROM THE SITE, THE RESPONSIBILITY FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINATION OF CLEAN FILL WILL REST WITH CONTRACTOR. 2. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE). 3. CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL". 4. ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL. A COPY OF FORM FP-001 CAN BE FOUND AT THE END OF THESE INSTRUCTIONS. 5. ENVIRONMENTAL DUE DILIGENCE: THE CONTRACTOR MUST PERFORM ENVIRONMENTAL DUE DILIGENCE: THE CONTRACTOR MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL". 6. FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE. THESE REGULATIONS ARE AVAILABLE ON-LINE AT WWW.PACODE.COM.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text %%uPAVEMENT SECTION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

6" COMPACTED 2A STONE

AutoCAD SHX Text WMA ASPHALT MIXTURE DESIGN, 25.0 MM MIX, PG 64-22, BASE COURSE 0.0 TO 0.3 MILLION ESAL's, 4-1/2" DEPTH

AutoCAD SHX Text WMA ASPHALT MIXTURE DESIGN, 9.5 MM MIX, PG 64-22, WEARING COURSE 0.0 TO 0.3 MILLION ESAL's, SRL-E, 1-1/2" DEPTH

AutoCAD SHX Text 6x6 W2.1 x W2.1

AutoCAD SHX Text

VARIES (SEE SITE PLAN)

AutoCAD SHX Text

4" PENNDOT NO. 2B STONE OR AASHTO #57

AutoCAD SHX Text NOTES: 1. CONCRETE SHALL BE CLASS A, AIR ENTRAINED WITH A 3" SLUMP (MAX.). CONCRETE SHALL BE CLASS A, AIR ENTRAINED WITH A 3" SLUMP (MAX.). 2. TRANSVERSE CONTRACTION JOINTS SHALL BE 1/8" WIDE AND 1/4 THE CONCRETE TRANSVERSE CONTRACTION JOINTS SHALL BE 1/8" WIDE AND 1/4 THE CONCRETE THICKNESS AT THE DIRECTION OF THE TOWNSHIP ENGINEER OR HIS/HER REPRESENTATIVE IN FIELD. 3. ISOLATION JOINTS WITH 1/2" PRE-MOLDED MATERIAL SHALL BE PLACED A MAXIMUM OF 25 ISOLATION JOINTS WITH 1/2" PRE-MOLDED MATERIAL SHALL BE PLACED A MAXIMUM OF 25 FEET ON-CENTER TO FULL DEPTH. 4. ALL EDGES TO BE ROUNDED WITH A 1/4" TOOL. ALL EDGES TO BE ROUNDED WITH A 1/4" TOOL. 5. WEATHER PROTECTION AND CURING COMPOUNDS SHALL BE USED IN ACCORDANCE WITH WEATHER PROTECTION AND CURING COMPOUNDS SHALL BE USED IN ACCORDANCE WITH PENNDOT SPECIFICATION PUB. 408 CURRENT EDITION. 6. CURING COMPOUND SHALL BE AASHTO C309, TYPE 1-B. CURING COMPOUND SHALL BE AASHTO C309, TYPE 1-B. 7. ACCESSIBLE ROUTES SHALL HAVE WALKING SURFACES WITH A RUNNING SLOPE NOT ACCESSIBLE ROUTES SHALL HAVE WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20. THE CROSS SLOPE OF ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:48 IN ACCORDANCE WITH ANSI 403.3

AutoCAD SHX Text

TYPICAL SIDEWALK

AutoCAD SHX Text

5" THICK AIR ENTRAINED CLASS 'A' CONCRETE, WITH WELDED WIRE FABRIC

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 18"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UCONCRETE CURB

AutoCAD SHX Text 3/4" R

AutoCAD SHX Text 7"

AutoCAD SHX Text 1/4" R

AutoCAD SHX Text

CLASS A CONCRETE

AutoCAD SHX Text

WITHIN CITY RIGHT-OF-WAY

AutoCAD SHX Text

SEE TWP. CROSS SECTIONS FOR PAVING DEPTHS

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

1/4" PER FOOT (MAX)

AutoCAD SHX Text

4" AASHTO 57 SUBBASE

AutoCAD SHX Text

5" CLASS A CONCRETE WITH WWF

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text NOTES: : 1. REFER TO PENNDOT RC-64M, LATEST EDITION. REFER TO PENNDOT RC-64M, LATEST EDITION. 2. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408 SECTION 630.

AutoCAD SHX Text

12" WIDE PG-64-22 JOINT SEAL MATERIAL

AutoCAD SHX Text TYPICAL CONCRETE NOTES: : 1. TOOL ALL EDGES TOOL ALL EDGES 2. 1/4" PER FT. CROSS SLOPE (UNLESS SPECIFIED 1/4" PER FT. CROSS SLOPE (UNLESS SPECIFIED OTHERWISE). 3. LIGHT BROOM FINISH (UNLESS SPECIFIED OTHERWISE). LIGHT BROOM FINISH (UNLESS SPECIFIED OTHERWISE). 4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL. JOINT 1/2" PREMOLDED EXPANSION JOINT MATERIAL. JOINT TOOLED TYP. AT 20' O.C. AND AT INTERSECTIONS OR AT CHANGE OF DIRECTION (UNLESS SPECIFIED OTHERWISE). 5. TOOLED CONTROL JOINT AT 5' O.C., (MIN. 1/3 OF SLAB TOOLED CONTROL JOINT AT 5' O.C., (MIN. 1/3 OF SLAB DEPTH (UNLESS SPECIFIED OTHERWISE). 6. WELDED WIRE MESH, WHERE SPECIFIED, SHALL BE HELD 1" WELDED WIRE MESH, WHERE SPECIFIED, SHALL BE HELD 1" MIN. ABOVE SUB-GRADE BY BOLSTERS OR CHAIRS MATCHING MATERIAL AND FINISH OF REINFORCING AND SHALL BE 100% CUT AT ALL JOINTS. 7. FOR HANDICAPPED RAMPS CALLED OUT ON THESE PLANS, FOR HANDICAPPED RAMPS CALLED OUT ON THESE PLANS, FIRST REFER TO DETAILS ON THESE PLANS, AND PROJECT SPECIFICATION, FOR CONSTRUCTION DETAILS, AND THEN PENNDOT RC-67M FOR ADDITIONAL CLARIFICATION. (AFTER APPROVAL OF DESIGN ENGINEER) 8. REFER TO PROJECT SPECIFICATION FOR COMPACTION REFER TO PROJECT SPECIFICATION FOR COMPACTION REQUIREMENTS OF STONE & SUBBASE FOR ALL CONCRETE WALKWAYS.

AutoCAD SHX Text

%%UCONC. WALK ABUTTING PAVEMENT

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 1/4" R

AutoCAD SHX Text 19"

AutoCAD SHX Text 7"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 7"

AutoCAD SHX Text 3/4" R

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 5"

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

2 #5 BARS

AutoCAD SHX Text A

AutoCAD SHX Text

%%UELEVATION VIEW

AutoCAD SHX Text

VARIABLE WIDTH

AutoCAD SHX Text

ROADWAY SLOPE

AutoCAD SHX Text

%%UDEPRESSED CURB DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text

VARIES SEE RC-67M

AutoCAD SHX Text

VARIES SEE RC-67M

AutoCAD SHX Text NOTE: 1. REFER TO PENNDOT RC-64M. REFER TO PENNDOT RC-64M. 2. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408 SECTION 630.

AutoCAD SHX Text

2 #5 BARS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UPAVEMENT SAWCUT SECTION

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

SAWCUT EXISTING

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

REMOVE BIT. PAVING

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PROPOSED PAVEMENT

AutoCAD SHX Text

6" WIDE CRAFCO SUPERFLEX PAVEMENT SEAL OR APPROVED EQUAL

AutoCAD SHX Text

%%UNEW CURB IN EXISTING PAVEMENT

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

1 " OVERLAY12" OVERLAY

AutoCAD SHX Text

NEW BIT. PAVE SEE DETAIL

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

EXISTING BIT. PAVE SEE DETAIL

AutoCAD SHX Text

PG-64-22 JOINT SEAL MATERIAL

AutoCAD SHX Text

EXISTING SUBBASE

AutoCAD SHX Text

%%UCROSSWALK DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

6" WHITE PAVEMENT MARKINGS

AutoCAD SHX Text

24" WHITE PAVEMENT MARKINGS

AutoCAD SHX Text 24"

AutoCAD SHX Text 6"

AutoCAD SHX Text

6' MINIMUM

AutoCAD SHX Text 24"

AutoCAD SHX Text

%%UCONCRETE PAD FOR POSTAL BOX

AutoCAD SHX Text N.T.S

AutoCAD SHX Text 2'

AutoCAD SHX Text MATCH THICKNESS TO EXISTING POSTAL BOX CONCRETE PAD AIR ENTRAINED CLASS 'A' CONCRETE

AutoCAD SHX Text

FASTENERS INSTALLED AS NECESSARY PER EXISTING POSTAL BOX ASSEMBLY

AutoCAD SHX Text

COLOR: LEGEND AND BORDER WHITE (REFLECTORIZED)

AutoCAD SHX Text

BACKGROUND RED (REFLECTORIZED)

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIZE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 24"x24"

AutoCAD SHX Text 30"x30"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12 1/2"

AutoCAD SHX Text 36"x36"

AutoCAD SHX Text 12"

AutoCAD SHX Text 15"

AutoCAD SHX Text 48"x48"

AutoCAD SHX Text 16"

AutoCAD SHX Text 20"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A X A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D*

%%USTOP SIGN (R1-1)

File details come from the government source that posted it. Updated May 11, 2025.