1-6701 BID DRAWINGS.pdf

2 MB Posted

Attached to
2025 Paving Project
Solicitation number
Not on record
Issued by
Lackawanna County, Camp Hill Borough, Pennsylvania

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Written by GovTribe AI ·

The document is a set of engineering design plans for the City of Carbondale's Community Development 2025 Paving Project, located in Lackawanna County, Pennsylvania. The project involves roadway improvements for three specific streets: Griffin Road, Greenfield Road, and Birkett Street. The plans, prepared by KBA Engineering, P.C., detail comprehensive roadway reconstruction, including base repair, overlay, and cross-section modifications. The project documents include location maps, roadway plans, and detailed construction notes for each street segment.

The engineering plans specify technical details for road rehabilitation, including pavement repair, overlay techniques, and infrastructure considerations. The drawings indicate proposed paving areas, existing utility locations, and cross-sectional road profiles. Construction notes emphasize compliance with transportation publication standards, underground utility protection, and traffic maintenance during construction. The project appears to be funded through the City of Carbondale's Community Development program, with technical specifications designed to improve road conditions and infrastructure resilience.

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BIRKETT STREET

(See Drawing C-3 & C-4)

DRAWING LIST

C-1

PARTIAL ROADWAY PLANS - BIRKETT STREET

COVER SHEET

C-3

ROADWAY PLAN - GRIFFIN ROAD

LOCATION MAP

C-2 ROADWAY PLAN - GREENFIELD ROAD

GREENFIELD ROAD

(See Drawing C-2)

GRIFFON ROAD

(See Drawing C-1)

CITY OF CARBONDALE

LACKAWANNA COUNTY

PENNSYLVANIA

COMMUNITY DEVELOPMENT

2025 PAVING PROJECT

PARTIAL ROADWAY PLANS - BIRKETT STREETC-4

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6701COVR

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CITY OF CARBONDALE

AutoCAD SHX Text www.kbapc.net

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(570) 876-5744

AutoCAD SHX Text Jermyn, Pennsylvania 18433

AutoCAD SHX Text 25 South Washington Avenue

AutoCAD SHX Text c o n s u l t i n g e n g i n e e r s - p l a n n e r s

AutoCAD SHX Text KBA Engineering, p.c.

AutoCAD SHX Text 1 North Main Street

AutoCAD SHX Text Carbondale, Pennsylvania 18407

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(570) 282-4633

AutoCAD SHX Text Prepared By:

AutoCAD SHX Text Prepared For:

PE

NN

S Y L V

A N I A O N E C A L L S Y S T E M, INC.

S T O P - C A L L B E F O R E Y O U D I G !3 W O R K I N G D A Y S N O T I C E I S T H E L A W !

CITY OF CARBONDALE

LACKAWANNA COUNTY

PENNSYLVANIA

COMMUNITY DEVELOPMENT

2025 PAVING PROJECT

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REVISIONS

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DESCRIPTION

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BY

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DWN BY:

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DSGN BY:

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APP BY:

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JOB NO:

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DATE:

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SCALE:

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OF

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DATE

AutoCAD SHX Text KBA Engineering, p.c.

AutoCAD SHX Text 25 South Washington Avenue

AutoCAD SHX Text Jermyn, Pennsylvania 18433

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(570) 876-5744

AutoCAD SHX Text www.kbapc.net

AutoCAD SHX Text e n g i n e e r s - a r c h i t e c t s - c o n s t r u c t i o n m a n a g e r s

AutoCAD SHX Text 6701C010

AutoCAD SHX Text C-1

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LB

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AG

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DK

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AutoCAD SHX Text 09-05-2025

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ROADWAY PLAN

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GRIFFIN ROAD

AutoCAD SHX Text 1" = 20'

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%%UROADWAY PLAN

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( IN FEET )

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GRAPHIC SCALE

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GRIFFIN ROAD

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1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE "COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF TRANSPORTATION PUBLICATION 408 SPECIFICATIONS" CURRENT EDITION AND PUBLICATION 72 "STANDARDS FOR ROADWAY CONSTRUCTION", LATEST EDITION. 2. ALL DIMENSIONS AND EXISTING CONDITIONS WILL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 3. CONTRACTOR WILL POWER BROOM STREET, REMOVE ANY LOOSE MATERIAL AND VEGETATION, PLACE TACK COAT OVER ALL ROADS PRIOR TO PLACING OVERLAY, THIS INCLUDES ROADWAYS THAT ARE MILLED. 4. CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN ON THIS DRAWING, SHALL CONFORM TO THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION. 5. THE CONTRACTOR MUST CONTACT THE PA ONE-CALL NUMBER AT 1-800-242-1776 THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE AREA OF WORK. 6. CONTRACTOR SHALL MAINTAIN HALF WIDTH OF BOROUGH STREET FOR SAFE VEHICLE PASSAGE. 7. PLACE PG64-22 SEAL ALONG EDGE OF PAVE WHERE IT MEETS EXISTING PAVEMENT AND EXISTING PAVEMENT STRUCTURES. 8. CONTRACTOR IS RESPONSIBLE FOR MILLING AROUND MANHOLES AND INLETS TO PROVIDE FOR PLACEMENT OF FULL DEPTH OVERLAY AROUND EACH STRUCTURE.

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%%UCONSTRUCTION NOTES:

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10. CONTRACTOR(S) IS RESPONSIBLE FOR INSTALLING PAVING ADAPTORS (PROVIDED BY UTILITIES) AS NECESSARY IN ORDER TO MAINTAIN UNOBSTRUCTED ACCESS TO ALL EXISTING GATE VALVE BOXES. 11. SEED AND MULCH ALL GRASS AREAS DISTURBED BY CONSTRUCTION WITH PENNDOT FORMULA "B". 12. FOR MAINTENANCE AND PROTECTION OF TRAFFIC USE PENNDOT PUB. 213, DATED 3-21. 13. 9.5mm, 19mm AND 25mm SUPERPAVE to be .3 to <3 Million ESALS.

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9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND THE PROTECTION TO THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA.

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LOCUST STREET

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GORDON AVENUE

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UPPER POWDERLY STREET

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LIMIT OF WORK

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AutoCAD SHX Text BASE REPAIR 8'± x 70'±

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EXCAVATION WIDTH

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%%UBASE REPAIR W/OVERLAY DETAIL

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SCALE: 1 1/2" = 1'-0"

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6701DT05

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(VARIES)

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FULL DEPTH SAW CUT, SEAL WITH PG64-22 TYPICAL ALL SIDES

AutoCAD SHX Text 2" 9.5mm SUPERPAVE (SEPARATE ITEM)

AutoCAD SHX Text 3" 25mm SUPERPAVE

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3" SUBBASE (2A)

AutoCAD SHX Text BASE REPAIR AREAS TO BE MARKED IN FIELD. AREAS WILL BE OF SUFFICIENT SIZE TO BE MILLED AND MATERIAL PLACED WITH PAVING EQUIPMENT.

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ROADWAY WIDTH (SEE PLAN)

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

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SCALE: HORIZONTAL: 1/4" = 1'-0"

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VERTICAL: 1/2" = 1'-0"

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6701DT07

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MILL EXISTING PAVEMENT 2" DEPTH

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%%UROADWAY CROSS SECTION

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%%ULEGEND

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PROPOSED PAVE

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2" MILL

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BASE REPAIR

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WV

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GV

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GRIFFIN ROAD

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GRIFFON ROAD: APPROX. LENGTH 510'±

312'± NEW BITUMINOUS CURB

PE

NN

S Y L V

A N I A O N E C A L L S Y S T E M, INC.

S T O P - C A L L B E F O R E Y O U D I G !3 W O R K I N G D A Y S N O T I C E I S T H E L A W !

CITY OF CARBONDALE

LACKAWANNA COUNTY

PENNSYLVANIA

COMMUNITY DEVELOPMENT

2025 PAVING PROJECT

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REVISIONS

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DESCRIPTION

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BY

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DWN BY:

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DSGN BY:

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APP BY:

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JOB NO:

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OF

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AutoCAD SHX Text KBA Engineering, p.c.

AutoCAD SHX Text 25 South Washington Avenue

AutoCAD SHX Text Jermyn, Pennsylvania 18433

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(570) 876-5744

AutoCAD SHX Text www.kbapc.net

AutoCAD SHX Text e n g i n e e r s - a r c h i t e c t s - c o n s t r u c t i o n m a n a g e r s

AutoCAD SHX Text 6701C020

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LB

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AG

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DK

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AutoCAD SHX Text 09-05-2025

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ROADWAY PLAN

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GREENFIELD ROAD

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%%UROADWAY PLAN

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( IN FEET )

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GRAPHIC SCALE

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GREENFIELD ROAD

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1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE "COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF TRANSPORTATION PUBLICATION 408 SPECIFICATIONS" CURRENT EDITION AND PUBLICATION 72 "STANDARDS FOR ROADWAY CONSTRUCTION", LATEST EDITION. 2. ALL DIMENSIONS AND EXISTING CONDITIONS WILL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 3. CONTRACTOR WILL POWER BROOM STREET, REMOVE ANY LOOSE MATERIAL AND VEGETATION, PLACE TACK COAT OVER ALL ROADS PRIOR TO PLACING OVERLAY, THIS INCLUDES ROADWAYS THAT ARE MILLED. 4. CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN ON THIS DRAWING, SHALL CONFORM TO THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION. 5. THE CONTRACTOR MUST CONTACT THE PA ONE-CALL NUMBER AT 1-800-242-1776 THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE AREA OF WORK. 6. CONTRACTOR SHALL MAINTAIN HALF WIDTH OF BOROUGH STREET FOR SAFE VEHICLE PASSAGE. 7. PLACE PG64-22 SEAL ALONG EDGE OF PAVE WHERE IT MEETS EXISTING PAVEMENT AND EXISTING PAVEMENT STRUCTURES. 8. CONTRACTOR IS RESPONSIBLE FOR MILLING AROUND MANHOLES AND INLETS TO PROVIDE FOR PLACEMENT OF FULL DEPTH OVERLAY AROUND EACH STRUCTURE.

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%%UCONSTRUCTION NOTES:

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10. CONTRACTOR(S) IS RESPONSIBLE FOR INSTALLING PAVING ADAPTORS (PROVIDED BY UTILITIES) AS NECESSARY IN ORDER TO MAINTAIN UNOBSTRUCTED ACCESS TO ALL EXISTING GATE VALVE BOXES. 11. SEED AND MULCH ALL GRASS AREAS DISTURBED BY CONSTRUCTION WITH PENNDOT FORMULA "B". 12. FOR MAINTENANCE AND PROTECTION OF TRAFFIC USE PENNDOT PUB. 213, DATED 3-21. 13. 9.5mm, 19mm AND 25mm SUPERPAVE to be .3 to <3 Million ESALS.

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9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND THE PROTECTION TO THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA.

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BROOKLYN STREET

AutoCAD SHX Text S.R. 6006

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COTTAGE STREET

AutoCAD SHX Text S.R. 1041

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WV

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LIMIT OF WORK

AutoCAD SHX Text 21'±

AutoCAD SHX Text 175'±

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EXCAVATION WIDTH

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%%UBASE REPAIR W/OVERLAY DETAIL

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SCALE: 1 1/2" = 1'-0"

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6701DT05

AutoCAD SHX Text Existing Pave

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(VARIES)

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FULL DEPTH SAW CUT, SEAL WITH PG64-22 TYPICAL ALL SIDES

AutoCAD SHX Text 2" 9.5mm SUPERPAVE (SEPARATE ITEM)

AutoCAD SHX Text 3" 25mm SUPERPAVE

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3" SUBBASE (2A)

AutoCAD SHX Text BASE REPAIR AREAS TO BE MARKED IN FIELD. AREAS WILL BE OF SUFFICIENT SIZE TO BE MILLED AND MATERIAL PLACED WITH PAVING EQUIPMENT.

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%%ULEGEND

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PROPOSED PAVE

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2" MILL

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WV

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GV

AutoCAD SHX Text Existing Water Valve

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GREENFIELD ROAD

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ROADWAY WIDTH (SEE PLAN)

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

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SCALE: HORIZONTAL: 1/4" = 1'-0"

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VERTICAL: 1/2" = 1'-0"

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6701DT07

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MILL EXISTING PAVEMENT 2" DEPTH

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%%UROADWAY CROSS SECTION

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177'± NEW BITUMINOUS CURB

CITY OF CARBONDALE

LACKAWANNA COUNTY

PENNSYLVANIA

COMMUNITY DEVELOPMENT

2025 PAVING PROJECT

PE

NN

S Y L V

A N I A O N E C A L L S Y S T E M, INC.

S T O P - C A L L B E F O R E Y O U D I G !3 W O R K I N G D A Y S N O T I C E I S T H E L A W !

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REVISIONS

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DESCRIPTION

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BY

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DWN BY:

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DSGN BY:

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APP BY:

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JOB NO:

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DATE:

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OF

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DATE

AutoCAD SHX Text KBA Engineering, p.c.

AutoCAD SHX Text 25 South Washington Avenue

AutoCAD SHX Text Jermyn, Pennsylvania 18433

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(570) 876-5744

AutoCAD SHX Text www.kbapc.net

AutoCAD SHX Text e n g i n e e r s - a r c h i t e c t s - c o n s t r u c t i o n m a n a g e r s

AutoCAD SHX Text 6701C030

AutoCAD SHX Text C-3

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JS/LB

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AG

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DK

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AutoCAD SHX Text 09-05-2025

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PARTIAL ROADWAY PLAN

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BIRKETT STREET

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280'± NEW BITUMINOUS CURB

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NEW BIT. CURB

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%%USUMMIT

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%%UMAPLE

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%%UCOPELAND AVENUE

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%%UBIRKETT STREET

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LIMIT OF WORK

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%%UAVENUE

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317'± NEW BITUMINOUS CURB

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182'± NEW BITUMINOUS CURB

AutoCAD SHX Text 18'±

AutoCAD SHX Text 32.5'±

AutoCAD SHX Text 15'±

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207'± NEW BITUMINOUS CURB

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%%UOAK

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%%UBIRKETT STREET

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%%UAVENUE

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470'± - 2" MILL AND OVERLAY

AutoCAD SHX Text 15'±

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1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE "COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF TRANSPORTATION PUBLICATION 408 SPECIFICATIONS" CURRENT EDITION AND PUBLICATION 72 "STANDARDS FOR ROADWAY CONSTRUCTION", LATEST EDITION. 2. ALL DIMENSIONS AND EXISTING CONDITIONS WILL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 3. CONTRACTOR WILL POWER BROOM STREET, REMOVE ANY LOOSE MATERIAL AND VEGETATION, PLACE TACK COAT OVER ALL ROADS PRIOR TO PLACING OVERLAY, THIS INCLUDES ROADWAYS THAT ARE MILLED. 4. CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN ON THIS DRAWING, SHALL CONFORM TO THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION. 5. THE CONTRACTOR MUST CONTACT THE PA ONE-CALL NUMBER AT 1-800-242-1776 THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE AREA OF WORK. 6. CONTRACTOR SHALL MAINTAIN HALF WIDTH OF BOROUGH STREET FOR SAFE VEHICLE PASSAGE. 7. PLACE PG64-22 SEAL ALONG EDGE OF PAVE WHERE IT MEETS EXISTING PAVEMENT AND EXISTING PAVEMENT STRUCTURES. 8. CONTRACTOR IS RESPONSIBLE FOR MILLING AROUND MANHOLES AND INLETS TO PROVIDE FOR PLACEMENT OF FULL DEPTH OVERLAY AROUND EACH STRUCTURE.

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%%UCONSTRUCTION NOTES:

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10. CONTRACTOR(S) IS RESPONSIBLE FOR INSTALLING PAVING ADAPTORS (PROVIDED BY UTILITIES) AS NECESSARY IN ORDER TO MAINTAIN UNOBSTRUCTED ACCESS TO ALL EXISTING GATE VALVE BOXES. 11. SEED AND MULCH ALL GRASS AREAS DISTURBED BY CONSTRUCTION WITH PENNDOT FORMULA "B". 12. FOR MAINTENANCE AND PROTECTION OF TRAFFIC USE PENNDOT PUB. 213, DATED 3-21. 13. 9.5mm, 19mm AND 25mm SUPERPAVE to be .3 to <3 Million ESALS.

AutoCAD SHX Text

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND THE PROTECTION TO THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA.

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%%UPARTIAL ROADWAY PLAN

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BIRKETT STREET

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( IN FEET )

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GRAPHIC SCALE

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MATCHLINE - SEE DRAWING BELOW

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MATCHLINE - SEE DRAWING ABOVE

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MATCHLINE - SEE DRAWING C-4

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ROADWAY WIDTH (SEE PLAN)

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

AutoCAD SHX Text Match

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AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SCALE: HORIZONTAL: 1/4" = 1'-0"

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VERTICAL: 1/2" = 1'-0"

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6701DT01

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MILL EXISTING PAVEMENT 10" DEPTH

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%%UROADWAY CROSS SECTION

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AutoCAD SHX Text 4" 25mm SUPERPAVE

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4" SUBBASE

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ROADWAY WIDTH (SEE PLAN)

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

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SCALE: HORIZONTAL: 1/4" = 1'-0"

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VERTICAL: 1/2" = 1'-0"

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6701DT07

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MILL EXISTING PAVEMENT 2" DEPTH

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%%UROADWAY CROSS SECTION

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%%ULEGEND

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PROPOSED PAVE

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10" MILL

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4" SUBBASE

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(SEE SECTION B-B)

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2" MILL

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(SEE SECTION A-A)

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A-A

CITY OF CARBONDALE

LACKAWANNA COUNTY

PENNSYLVANIA

COMMUNITY DEVELOPMENT

2025 PAVING PROJECT

PE

NN

S Y L V

A N I A O N E C A L L S Y S T E M, INC.

S T O P - C A L L B E F O R E Y O U D I G !3 W O R K I N G D A Y S N O T I C E I S T H E L A W !

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REVISIONS

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DESCRIPTION

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BY

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DWN BY:

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APP BY:

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JOB NO:

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OF

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DATE

AutoCAD SHX Text KBA Engineering, p.c.

AutoCAD SHX Text 25 South Washington Avenue

AutoCAD SHX Text Jermyn, Pennsylvania 18433

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(570) 876-5744

AutoCAD SHX Text www.kbapc.net

AutoCAD SHX Text e n g i n e e r s - a r c h i t e c t s - c o n s t r u c t i o n m a n a g e r s

AutoCAD SHX Text 6701C040

AutoCAD SHX Text C-4

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JS/LB

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AG

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DK

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AutoCAD SHX Text 09-05-2025

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PARTIAL ROADWAY PLAN

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BIRKETT STREET

AutoCAD SHX Text 1" = 20'

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%%UN. BAKER

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%%UDRUMMOND

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%%UBIRKETT STREET

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LIMIT OF WORK

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LIMIT OF WORK

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%%UCOURT

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%%UAVENUE

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1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE "COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF TRANSPORTATION PUBLICATION 408 SPECIFICATIONS" CURRENT EDITION AND PUBLICATION 72 "STANDARDS FOR ROADWAY CONSTRUCTION", LATEST EDITION. 2. ALL DIMENSIONS AND EXISTING CONDITIONS WILL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 3. CONTRACTOR WILL POWER BROOM STREET, REMOVE ANY LOOSE MATERIAL AND VEGETATION, PLACE TACK COAT OVER ALL ROADS PRIOR TO PLACING OVERLAY, THIS INCLUDES ROADWAYS THAT ARE MILLED. 4. CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN ON THIS DRAWING, SHALL CONFORM TO THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION. 5. THE CONTRACTOR MUST CONTACT THE PA ONE-CALL NUMBER AT 1-800-242-1776 THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE AREA OF WORK. 6. CONTRACTOR SHALL MAINTAIN HALF WIDTH OF BOROUGH STREET FOR SAFE VEHICLE PASSAGE. 7. PLACE PG64-22 SEAL ALONG EDGE OF PAVE WHERE IT MEETS EXISTING PAVEMENT AND EXISTING PAVEMENT STRUCTURES. 8. CONTRACTOR IS RESPONSIBLE FOR MILLING AROUND MANHOLES AND INLETS TO PROVIDE FOR PLACEMENT OF FULL DEPTH OVERLAY AROUND EACH STRUCTURE.

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%%UCONSTRUCTION NOTES:

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10. CONTRACTOR(S) IS RESPONSIBLE FOR INSTALLING PAVING ADAPTORS (PROVIDED BY UTILITIES) AS NECESSARY IN ORDER TO MAINTAIN UNOBSTRUCTED ACCESS TO ALL EXISTING GATE VALVE BOXES. 11. SEED AND MULCH ALL GRASS AREAS DISTURBED BY CONSTRUCTION WITH PENNDOT FORMULA "B". 12. FOR MAINTENANCE AND PROTECTION OF TRAFFIC USE PENNDOT PUB. 213, DATED 3-21. 13. 9.5mm, 19mm AND 25mm SUPERPAVE to be .3 to <3 Million ESALS.

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9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND THE PROTECTION TO THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA.

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%%UPARTIAL ROADWAY PLAN

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BIRKETT STREET

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( IN FEET )

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MATCHLINE - SEE DRAWING BELOW

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MATCHLINE - SEE DRAWING ABOVE

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MATCHLINE - SEE DRAWING C-3

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%%UPORTER

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%%UAVENUE

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LIMIT OF WORK

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%%UBIRKETT STREET

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ROADWAY WIDTH (SEE PLAN)

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

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SCALE: HORIZONTAL: 1/4" = 1'-0"

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VERTICAL: 1/2" = 1'-0"

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6701DT01

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MILL EXISTING PAVEMENT 10" DEPTH

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%%UROADWAY CROSS SECTION

AutoCAD SHX Text Existing Curb

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AutoCAD SHX Text 4" 25mm SUPERPAVE

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4" SUBBASE

AutoCAD SHX Text 2" 9.5mm SUPERPAVE

AutoCAD SHX Text 4" 25mm SUPERPAVE

AutoCAD SHX Text Existing Gas Valve

AutoCAD SHX Text Existing Water Valve

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WV

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4" SUBBASE

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10" MILL

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PROPOSED PAVE

AutoCAD SHX Text Existing Pole

AutoCAD SHX Text Existing Catch Basin

AutoCAD SHX Text Existing Sanitary Manhole

AutoCAD SHX Text Existing Edge-of-Pave

AutoCAD SHX Text S

AutoCAD SHX Text Right-of-Way Line

%%ULEGEND

1 6701COVR-Model.pdf
2 6701C010-Model.pdf
3 6701C020-Model.pdf
4 6701C030-Model.pdf
5 6701C040-Model.pdf

File details come from the government source that posted it. Updated .