42240025_RANGE ROAD REPAVING (2024)_C.1.1.REV1 23 MAY 2024.pdf

PDF 874 KB Posted Jul 22, 2024

Attached to: REBID - Range Road Repaving
Solicitation number: 6100061607
Issued by: Lawrence County, Pennsylvania

About this file

Written by GovTribe AI · Jul 22, 2024

This document is a solicitation for the Range Road Repaving Phase 2 project in East Hanover and Union Townships, Lebanon County, Pennsylvania. The project, issued by the Pennsylvania Department of Military and Veteran's Affairs (DMVA), involves the replacement of two 42-inch corrugated metal pipes (CMPs) with high-density polyethylene (HDPE) pipes and the replacement of a 72-inch CMP with a 72-inch HDPE pipe. Additional work includes the installation of rip rap aprons, full-depth removal and repaving of approximately 140,000 square feet of paving materials, and the milling and repaving of an additional 155,000 square feet. The project also includes the removal and replacement of a concrete tank pad and various pavement markings. The mandatory pre-bid conference is scheduled for July 25, 2024, and bids are due on August 12, 2024.

The estimated range for the general construction work is $2,000,001.00 to $3,000,000.00, with liquidated damages of $750.00 per day. This is a standard low-bid project, and the Department of General Services Public Works has identified it as eligible for Small Diverse Business (SDB) and Veteran Business Enterprise (VBE) participation goals of 6.0% and 3.0%, respectively. Bids for this project will only be accepted electronically through the PA Supplier Portal.

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Other files

File	Type	Posted
42240025 RANGE ROAD REPAVING (2024)_DWGS 05 MAY 2024.pdf	PDF	Jul 22, 2024
Wage Rates - REBID.pdf	PDF	Jul 22, 2024
Instructions to Bidders DMVA - 2024.docx	DOCX document	Jul 22, 2024
Sign in sheet.pdf	PDF	Jul 22, 2024
Addendum #1 - 6100061607.docx	DOCX document	Jul 22, 2024
42240025 RFI questions RESPONSES rebid.docx	DOCX document	Jul 22, 2024
General Conditions to the Construction Contract DMVA 2024 v6.docx	DOCX document	Jul 22, 2024
42240025_RANGE ROAD REPAVING (2024)_SPECS 05 MAY 2024.pdf	PDF	Jul 22, 2024
42240025 RANGE ROAD REPAVING (2024)_Design Supplement 1 18 JULY 2024.pdf	PDF	Jul 22, 2024
FTIG Map 2017.pdf	PDF	Jul 22, 2024
Notice to Bidders.docx	DOCX document	Jul 22, 2024
Administrative Procedures 2023 DMVA.docx	DOCX document	Jul 22, 2024
Bid docs to be returned with bid submission.1.pdf	PDF	Jul 22, 2024
Addendum #2 - 6100061607.docx	DOCX document	Jul 22, 2024

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PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HAYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

SPOT ELEVATION

MANHOLE

WATER VALVE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

YCO

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

GAS VALVEG G

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNSTEIN MONUMENT

ATC

LIN

E - STA. 71+00

RANGE ROAD

AS RD

3' 3'

S 85 19'16" E

P.T. Sta. 63+65.16

St a.

Existing Gravel Driveway to Remain

Existing Paved Driveway to Remain

Sta. 63+88

R30 .00

R20.00'

White Edge Line

Limit of Work Concrete Pad Tank Trail

EXISTING TANK

TRAIL

White Edge Line Break Line at Paved Driveway

Existing Concrete Tank Trail not to be disturbed

Asphalt Parking

Saw Cut (Typ.)

White Edge Line Tie to Existing (Typ.)

Double Yellow Line White Edge Line

Double Yellow Line Break Line at Intersection

White Edge Line Break Line at Paved Driveway

Limit of Work End of 20'R Perp. to Boas

ATCH LINE - STA. 71+00

ATC

LIN

E - STA. 88+00

ATC

LIN

E - STA. 88+00

MATCH LINE - STA. 105+50

RANGE ROAD

12'12'

STR. TYPE OF INVERT ELEV.NO. STRUCTURE STATION OFFSET

STORM DRAIN STRUCTURE TABLE

G E

R O

REMARKS

15" D-E Endwall

15" D-E Endwall 15" F.E.S.

15" F.E.S.

87+90 87+57 103+05 103+46

21' RT.

33' RT.

23' LT.

21' RT.

26' LT.

37' LT.

33' RT.

34' RT.

REPLACE CMP & EW72" D-W Endwall 72" D-W Endwall

75+28 75+51 78+72 79+01

N R

N 76^02'32" E

N 62 32'15" E

N 80 14'31" E

S 79 09'25" E

21A

22A 23' RT.

23' RT. 441.14

440.14 436.22 435.88 429.32 428.95 393.09 394.09 412.00 410.30

73+91 73+56

15" F.E.S.

ALL PROPOSED PIPES WILL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (SL HDPE).

PROPOSED PIPE SIZE WILL MATCH EXISTING PIPE SIZE UNLESS OTHERWISE NOTED.

F.E.S. = FLARED END SECTION

ALL CONCRETE ENDWALLS ARE PENNDOT TYPE D-E OR D-W.

REFER TO PENNDOT RC STANDARD 31M. FOR DETAIL.

RANGE ROAD

N 37,553.0 E 33,793.3

Sta. 101+87 Begin Superelevation Transition

Sta. 104+98 End Superelevation Transition

Sta. 104+35.98 End Full Superelevation, Begin Superelevation Transition

Sta. 102+49.20 End Superelevation Transition, Begin 2% Full Superelevation

445 440 435

P.C. Sta. 71+41.18

P.T. Sta. 73+36.34

P.C . Sta. 80+98.66

P.T. Sta. 82+16.51

73 74 75 76 77 78 79 80 81 82

410 415

P.C . Sta. 90+52.33

P.T. Sta. 92+60.90

P.C . Sta. 97+19.05

P.T. Sta. 98+89.84

P.C. Sta. 102+49.20

P.T. Sta. 104+35.98

92 93 94 95 96 97

RIP

AP S

ALE

RIP

AP S

ALE

REPLACE CMP & EW

Limit of Work 20' from Edge of Pave Perp. to Ruffner

Limit of Work 20' From Edge Pave Perp. to Access

Limit of Work 25' From Edge Pave Perp. to Latchford

R15 .00

R15.00'

R15 .00

3' 3'

Existing Gravel Driveway to Remain

Limit of Work 10' from Edge of Pave Perp. to Driveway

Existing Gravel Driveway to Remain

Existing Gravel Parking to Remain

Existing Gravel Driveway to Remain

Existing Existing Existing Existing Existing Existing

Existing Existing

R12 0.0

R5.00'

R18.00'

Limit of Work 86' from CL of Range Perp. to Johnson

TO DUMP SITE

Approx 1/4 mile

White Edge Line Break Line at Paved Driveway

White Edge Line Complete thru Radii (Typ.)

Double Yellow Line Break Line at Intersection

N B

D E

G A

C C

Existing Gravel Driveway to Remain

White Edge Line Break Line at Paved Driveway

R U

R2 0.

R15.00'

' 1

2' 3'

EXISTING TANK TRAIL

Existing Gravel Driveway to Remain

Repaint Crosswalk

Saw Cut (Typ.)

Existing Gravel Driveway to Remain

Gravel Parking Lot

White Edge Line Break Line at Paved Driveway

Existing Gravel Driveway to Remain White Edge Line Break Line at Paved Driveway

R15.00'

White Edge Line Double Yellow Line

White Edge Line

N B

D E

G A

C C

S Limit of Work

25' From Edge Pave Perp. to Access

3' 12' 12'

Existing Gravel Driveway to Remain

EXISTING TANK

12' 12'

Existing Concrete Tank Trail not to be disturbed

TRAIL

Existing Gravel Driveway to Remain

415 420

Pa ve d D riv ew ay

White Edge Line Double Yellow Line

White Edge Line

Replace Existing CMP With HDPE and EW

White Edge Line Break Line at Paved Driveway

N T

Paint New Crosswalk

MILL AND

OVERLAY

FULL DEPTH

ASPHALT

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42240025

RANGE ROAD REPAVING

PHASE 2

EAST HANOVER & UNION TWPS.

LEBANON COUNTY, PENNSYLVANIA

STA 43+00 TO 105+50

D.A.S 05 APR, 24

K.E.L AS NOTED

C.1.1

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE ROAD - STA 62+00 TO 71+00

SCALE: 1" = 50'

50' 25' 0' 50' 100'SCALE IN FEET

RANGE ROAD - STA 71+00 TO 88+00

SCALE: 1" = 50'

50' 25' 0' 50' 100'SCALE IN FEET

RANGE ROAD - STA 88+00 TO 105+50

SCALE: 1" = 50'

50' 25' 0' 50' 100'SCALE IN FEET

C.1.2

1 ADDED CROSSWALK 23 MAY 24

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 500.00'

AutoCAD SHX Text 23 00'46"

AutoCAD SHX Text 200.82'

AutoCAD SHX Text 101.78'

AutoCAD SHX Text N 83 10'21" E

AutoCAD SHX Text 199.48'

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 600.00'

AutoCAD SHX Text 98.45'

AutoCAD SHX Text 18 38'12"

AutoCAD SHX Text 195.16'

AutoCAD SHX Text N 85 21'38" E

AutoCAD SHX Text 194.30'

AutoCAD SHX Text N 69 17'24" E

AutoCAD SHX Text 117.58'

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 500.00'

AutoCAD SHX Text 59.20'

AutoCAD SHX Text 13 30'16"

AutoCAD SHX Text 117.85'

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 675.00'

AutoCAD SHX Text 17 42'15"

AutoCAD SHX Text 208.57'

AutoCAD SHX Text N 71 23'23" E

AutoCAD SHX Text 207.74'

AutoCAD SHX Text 105.12'

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 475.00'

AutoCAD SHX Text 20 36'04"

AutoCAD SHX Text 170.79'

AutoCAD SHX Text S 89 27'27" E

AutoCAD SHX Text 169.87'

AutoCAD SHX Text 86.33'

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text 175.00'

AutoCAD SHX Text 61 09'05"

AutoCAD SHX Text 186.78'

AutoCAD SHX Text N 70 16'02" E

AutoCAD SHX Text 178.04'

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text F.H.

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

AutoCAD SHX Text 103.39'

AutoCAD SHX Text 19-119

AutoCAD SHX Text

AutoCAD SHX Text 21A

AutoCAD SHX Text 22A

AutoCAD SHX Text

Sheets and Views

43+00 to 105+50

File details come from the government source that posted it. Updated Jul 22, 2024.