42240025 RANGE ROAD REPAVING (2024)_DWGS.pdf

PDF 3 MB Posted May 2, 2024

Attached to: Range Road Repaving
Solicitation number: 6100061096
Issued by: Lebanon County, Pennsylvania

About this file

Written by GovTribe AI · May 2, 2024

This document is a set of design plans and related specifications for the Range Road Repaving Phase 2 project located in East Hanover and Union Townships, Lebanon County, Pennsylvania. The work generally consists of full-depth removal and repaving of approximately 140,000 square feet of Range Road, replacement of two 42-inch culvert pipes with HDPE, and other ancillary civil site work. A mandatory pre-bid conference is scheduled for May 14, 2024, and bids are due on June 6, 2024. The project will be awarded through a low-bid procurement process by the Pennsylvania Department of Military and Veterans Affairs.

The project includes Small Diverse Business (SDB) and Veteran Business Enterprise (VBE) participation goals of 6% and 3% respectively. Bidders must either meet these goals or demonstrate good faith efforts. The project is funded through state sources, and the contract term is unknown but may include renewal options.

View the file

Other files

File	Type	Posted
Notice to Bidders.docx	DOCX document	May 2, 2024
Attachment_03_FTIG_Traffic_Route.pdf	PDF	May 2, 2024
BID DOCS TO BE RETURNED WITH BID SUBMISSION.pdf	PDF	May 2, 2024
Instructions to Bidders 2023 DMVA.doc	DOC document	May 2, 2024
42240025 RFI questions RESPONSES.pdf	PDF	May 2, 2024
Pre-bid sign-in.pdf	PDF	May 2, 2024
42240025_RANGE ROAD REPAVING (2024)_SPECS.pdf	PDF	May 2, 2024
Administrative Procedures 2023 DMVA.docx	DOCX document	May 2, 2024
FTIG Map 2017.pdf	PDF	May 2, 2024
General Conditions to the Construction Contract DMVA 2023 v4.docx	DOCX document	May 2, 2024
Wage Rates.pdf	PDF	May 2, 2024
Addendum #1.docx	DOCX document	May 2, 2024
Addendum #2.docx	DOCX document	May 2, 2024

Show all 13

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.

STA 62+00 to 105+50

SHEET C.1.1

STA 0+00 TO 43+00

SHEET C.1.0

STA 10

5+ to

SHEET C.1.

N.I.C.

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL MARK J. SHINDLER, THE ADJUTANT GENERAL

PROJECT

SITE

ArmstrongButler

Clarion

Venango Mercer

Lawrence

Crawford

Erie

Warren

Forest

McKean

Elk

Jefferson

Clearfield

Cameron

Potter

Centre

Clinton

Beaver

Allegheny

Washington

Greene Fayette

Westmoreland

Indiana

Somerset

Cambria

Bedford

Blair

Huntingdon

Fulton Franklin

Tioga Bradford Susquehanna Wayne

Pike

Lacka- Wyoming

Luzerne

Sullivan

Lycoming

Mifflin

Snyder

Union

Northum-tour Columbia

Schuylkill

Carbon

Monroe

North-

Lehigh

Bucks

Montgomery

Philadelphia

Delaware

Juniata

Perry

Cumberland

Adams York

Lancaster

Lebanon Dauphin Berks

Chester wanna

Mon-amptonberland

NO SCALE

PROJECT NO.: 42240025

RANGE ROAD REPAVING

PHASE 2

EAST HANOVER & UNION TWPS., LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

PROJECT LOCATION MAP

VICINITY MAP

INDEX TO DRAWINGS

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILBING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

CAMPUS / KEY PLAN

REVISIONS

DESCRIPTION DATENO.

G.1.1 COVER SHEET

G.1.2 KEY PLAN & NOTES

GENERAL CONSTRUCTION

CIVIL DWGS.

C.1.0 STA 0+00 TO 43+00

C.1.1 STA 43+00 TO 105+50

C.1.2 STA 105+50 TO 124+00 AND DETAILS

Professional's Signature DateProfessional's Signature Date

SCALECHECKED BY

DRAWING NO.DRAWN BY 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 & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

G.1.1

05 APR, 24

AS NOTEDK.E.L

D.A.S

COVER SHEET

LEBANON COUNTY, PENNSYLVANIA

EAST HANOVER & UNION TWPS.

PHASE 2

RANGE ROAD REPAVING

42240025

PROJECT

SITE

PROJECT

SITE

PROJECT

SITE

PROJECT

SITE

AutoCAD SHX Text

CENTRAL

AutoCAD SHX Text

WASH

AutoCAD SHX Text

LOGAN ROAD

AutoCAD SHX Text

HEMLOCK STREET

AutoCAD SHX Text

DOGWOOD STREET

AutoCAD SHX Text

LOOP ST

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

HOWITZER

AutoCAD SHX Text

ARTILLERY

AutoCAD SHX Text

FRANKFORD

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

PA ARMY NATIONAL GUARD

AutoCAD SHX Text

HELIPORT

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

EASTERN ARNG AVIATION

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TRAINING SITE

AutoCAD SHX Text

AIRCREW DORMITORY

AutoCAD SHX Text

UH-1 SIMULATOR

AutoCAD SHX Text

DINING FAC

AutoCAD SHX Text

AH-1 SIMULATOR

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LEADERS

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

AVIATION BDE

AutoCAD SHX Text

ARMORY

AutoCAD SHX Text

TANK TRAIL

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

JOHNSON TRAIL

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

TRAINING

AutoCAD SHX Text

POL

AutoCAD SHX Text

RANGE 8-Q

AutoCAD SHX Text 8-Q

AutoCAD SHX Text

UTILITY ROAD

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

STA 62+00 to 105+50

SHEET C.1.1

STA 0+00 TO 43+00

SHEET C.1.0

STA 10

5+ to

SHEET C.1.

N.I.C.

1-800-242-1776

1. THE CONTRACTOR IS REQUIRED TO SUBMIT A REQUEST FOR A

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION MANAGEMENT (DIM) 717-861-6224 10 DAYS PRIOR TO

STARTING EXCAVATION.

2. THE CONTRACTOR WILL PROVIDE 3 DAY NOTICE PRIOR TO ALL

UTILITY CONNECTIONS. THE CONTRACTOR WILL NOTIFY DIM

UPON COMPLETION OF THE CONNECTIONS, BUT PRIOR TO BACKFILLING.

THE CONTRACTOR/UNIT WILL NOT BACKFILL ANY UTILITY CONNECTIONS UNTIL A REPRESENTATIVE FROM DIM

INSPECTS AND APPROVES THE WORK.

3. THE DUMP SITE FOR MILLINGS AND REMOVED MATERIALS IS LOCATED AT JOHNSON TRAIL, 0.25 MILE SOUTH OF RANGE ROAD. THE DUMP SITE FOR CONCRETE MATERIALS IS MOLE MOUNTAIN LOCATED OUTSIDE OF THE

CANTONMENT (FENCED) AREA (LESS THAN 10 MILES).

4. DRAWING PREPARED FROM PLAN BY GANFLEC ARCHITECTS AND ENGINEERS AND BRINJAC ENGINEERING INC DATED 20 AUGUST 2002. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING UTILITIES, GRADES AND

SURVEY/LAYOUT OF NEW ROAD CONSTRUCTION.

CONTRACTOR'S RESPONSIBILITIES

CONTRACTOR SHALL IMPLEMENT THE EROSION AND SEDIMENT POLLUTION CONTROL FEATURES IN ACCORDANCE WITH

PA CHAPTER 102 REGULATIONS

ALL FACILITIES WILL BE INSPECTED AND REPAIRED, IF NECESSARY, AFTER EACH STORM EVENT OR AT A PERIOD NOT TO EXCEED ONE WEEK. SEDIMENT COLLECTED FROM THE EROSION CONTROL STRUCTURES WILL BE PLACED UPSTREAM OF THOSE

CONTROLS AND STABILIZED WITH GRAVEL OR RESEEDING.

AT NO TIME WILL SEDIMENT BE ALLOWED TO LEAVE THE SITE AND ENTER COMMONWEALTH WATERS.

ANY PERMANENTLY SEEDED AREAS THAT BECOME ERODED WILL HAVE THE TOPSOIL REPLACED, THE EROSION CONTROL MATTING

REPLACED (IF APPLICABLE), THE GRASS RESOWN AND MULCH REAPPLIED.

A COPY OF THIS PLAN MUST BE KEPT AVAILABLE FOR INSPECTION ON THE CONSTRUCTION SITE AT ALL TIMES THROUGHOUT

THE TERM OF THE PROJECT.

THE INTENT OF THIS PLAN/NARRATIVE IS TO INDICATE GENERAL MEANS OF COMPLIANCE WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF CHAPTER 102, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (AS AUTHORIZED UNDER THE CLEAN STREAMS LAW). IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT THESE METHODS, PLUS ADDITIONAL METHODS, AS MAY BE NECESSARY BECAUSE OF CONDITIONS CREATED BY LOCALIZED SITE CONDITIONS AND/OR CONSTRUCTION PROCEDURES IN ORDER TO ASSURE COMPLIANCE WITH APPLICABLE LAW. IT WILL FURTHER BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL EROSION AND SEDIMENT CONTROL FACILITIES SO THAT THEY PERFORM AS REQUIRED BY

APPLICABLE LAW.

FINES AND RELATED COSTS RESULTING FROM THE CONTRACTOR'S FAILURE TO PROVIDE ADEQUATE PROTECTION AGAINST SOIL EROSION AND FOR ANY VIOLATIONS OF THE CLEAN STREAMS LAW AND THE RULES AND REGULATIONS PROMULGATED THEREUNDER

SHALL BE BORNE BY THE CONTRACTOR.

Permanent Seeding

Permanent seeding shall take place in all disturbed areas as follows:

Fertilization: The following shall be spread and worked into the topsoil to a depth of 3 to 4 inches.

Agricultural Lime - 275 pounds per 1,000 square feet Fertilizer - 25 pounds per 1,000 square feet

The fertilizer shall be a commercial type 10-20-20.

Note: If agricultural lime and fertilizer have been applied previously to the ground where the permanent seed is to be applied, the lime and fertilizer rates shall be reduced by the amount by what has been applied previously.

Permanent Seed Mixture: The following seed mixtures shall be applied as follows:

TEMPORARY SEEDING

PADOT Formula E - Annual Ryegrass (Lolium multiflorum) 88.2% PLS, 48 lbs/ac

Seeding dates Mar 15 to Oct 15

PERMANENT SEEDING

PADOT Formula B - Perennial ryegrass 88.2% PLS, 20 lbs/ac Creeping Red Fescue 83.3% PLS, 29 lbs/ac

Kentucky Bluegrass mix, 78.4% PLS, 53 lbs/ac

Seeding dates Mar 15 to Jun 1 and Aug 1 to Oct 15

PERMANENT SEEDING - STEEP SLOPES

PADOT Formula D - Tall fescue, 88.3% PLS, 73 lbs/ac Creeping red fescue, 88.3% PLS, 29 lbs/ac

(Ref. Penn State Agronomy Guide and PADOT Publication 408)

*All mixtures given above are for PLS - Pure Live Seed 100%.

STABILIZATION NOTES *All mixtures given above are for PLS - Pure Live Seed 100%.

To calculate PLS, the percentage of pure seed is multiplied by the percentage of germination, and the product is divided by

100. (85% pure seed x 72% germination) divided by 100 = 61% PLS. To determine how much seed to plant, divide the percentage into 100. Example: 100 divided by 61 = 1.63. Thus, every pound of seed mixture called for should then be 1.63 lbs.

Mulch: Apply mulch to all permanently seeded areas.

Materials: Straw, air-dried and free from undesirable seeds and course materials.

Application: 140 pounds per 1,000 square feet.

Final Stabilization and Maintenence

An area shall be considered to have achieved final stabilization when it has a minimum of 70% uniform perennial vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated surface erosion and subsurface characteristics sufficient to resist sliding or other movements.

Revegetation shall occur immediately after completion of the final grading. Should conditions prohibit permanent revegetation efforts, the area will be temporarily stabilized through the use of quick-growing grasses, nylon erosion control mats or similar measures. The Contractor shall be responsible for the permanent stabilization of all areas exposed or disturbed during the Project.

The contractor shall maintain all temporary erosion and sedimentation control facilities in good condition until establishment of ground cover over tributary areas. This will include cleaning and, if required, repair of any filter fabric fence which may become torn, and seeding of eroded areas, as necessary.

Permanent erosion control measures will not require maintenance other than lawn mowing.

Permanent erosion and sedimentation control measures will become the responsibility of the State Reservation Maintenance personnel upon completion of all aspects of the Project.

Plan Notes

1. Prior to starting construction, the contractor shall be responsible to make sure that all required permits and approvals have been obtained. No construction or fabrication shall begin until the contractor has received and thoroughly reviewed all plans and other documents approved by all of the permitting authorities.

2. All work shall be performed in accordance with these plans, specifications and the requirements and standards of the governing authority.

3. The contractor shall be responsible for removing and replacing all soft, yielding or unsuitable materials and replacing with suitable materials.

4. The locations of overhead and underground facilities shown on these plans are based on prior plans prepared by outside consultant. It shall be the contractors responsibility to contact DIM or the appropriate utility company. No compensation shall be paid to the contractor for damage and repair to these facilities caused by his work force. All utilities must be verified at the time of construction.

5. All dimensions and grades shown on these plans shall be field verified by the contractor prior to construction.

Contractor shall notify the construction manager if any discrepancies exist, prior to proceeding with construction for necessary plan or grade changes.

6. Contractor to verify all existing site conditions.

7. PADOT 408 Specifications and Publication 72M details apply.

MAINTENANCE & PROTECTION OF

TRAFFIC DURING CONSTRUCTION.

ACCESS TO ADJOINING STREETS AND DRIVES MUST

BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

TEMPORARY LANE CLOSURES WILL BE ALLOWED DURING

WORKING HOURS ONLY AND SHALL BE LIMITED TO A SINGLE

LANE. AT NO TIME WILL TEMPORARY LANE CLOSURES BE

ALLOWED TO REMAIN OVERNIGHT WITHOUT THE EXPRESSED

WRITTEN CONSENT OF THE PENNSYLVANIA ARMY NATIONAL

GUARD. THE CONTRACTOR SHALL SUPPLY FLAGMEN TO

CONTROL TRAFFIC DURING ANY TEMPORARY SINGLE LANE

CLOSURE IN ACCORDANCE WITH PENNDOT PUBLICATION

203 FIGURE 10 C.

DROP-OFFS IN PAVEMENT SHALL NOT EXCEED 1 1/2" INCHES

FOR TRAVEL LANES AND ADJACENT TO TRAVEL LANES WITHOUT

TRAFFIC CONTROL BARRIER DEVICES.

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

KEY PLAN & NOTES

D.A.S 05 APR, 24

K.E.L AS NOTED

G.1.2

KEY MAP

SCALE: 1" = 500'

500' 250' 0' 500' 1000'SCALE IN FEET

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

EROSION & SEDIMENT CONTROL NOTES GENERAL NOTES TRAFFIC CONTROL NOTES

AutoCAD SHX Text

CENTRAL

AutoCAD SHX Text

WASH

AutoCAD SHX Text

LOGAN ROAD

AutoCAD SHX Text

HEMLOCK STREET

AutoCAD SHX Text

DOGWOOD STREET

AutoCAD SHX Text

LOOP ST

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

HOWITZER

AutoCAD SHX Text

ROUTE 443

AutoCAD SHX Text

ARTILLERY

AutoCAD SHX Text

FRANKFORD

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

PA ARMY NATIONAL GUARD

AutoCAD SHX Text

HELIPORT

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

EASTERN ARNG AVIATION

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TRAINING SITE

AutoCAD SHX Text

AIRCREW DORMITORY

AutoCAD SHX Text

UH-1 SIMULATOR

AutoCAD SHX Text

DINING FAC

AutoCAD SHX Text

AH-1 SIMULATOR

AutoCAD SHX Text

STREET

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LEADERS

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

AVIATION BDE

AutoCAD SHX Text

ARMORY

AutoCAD SHX Text

TANK TRAIL

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

JOHNSON TRAIL

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

TRAINING

AutoCAD SHX Text

POL

AutoCAD SHX Text

FIRST

AutoCAD SHX Text

RANGE ROAD

AutoCAD SHX Text

RANGE 7

AutoCAD SHX Text

RANGE 8-Q

AutoCAD SHX Text

AutoCAD SHX Text 8-Q

AutoCAD SHX Text

UTILITY ROAD

CALL BEFORE YOU DIG! PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN DESIGN STAGE - STOP CALL Pennsylvania One Call System, Inc

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

22.98'

C H

- S

. 1

C H

- S

. 1

ATC

LIN

E - STA. 34+50

3' 3'

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

STORM DRAIN STRUCTURE TABLE

G E

R O

REMARKS

15" D-E Endwall

30"x42" F.E.S.

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

15" F.E.S.

18" F.E.S.

30"x42" F.E.S.

18" F.E.S.

4+91 5+03 9+67 9+82

24+78 25+39 26+42 26+33 31+61 31+90

23' LT.

23' RT.

23' LT.

24' RT.

24' LT.

25' RT.

23' LT.

CL SR 443 STA. 0+00

3A 4A 3B 4B 3C 4C 3D 4D

N 36,191.8

EXISTING

N 89 59'41" E

N 85 41'13" E

494.19 493.82 484.05 483.14 463.39 463.02 461.94 461.44 460.94 460.54 451.14 448.54 444.27 439.91 440.62 439.46 446.83 446.23

25' LT.

25' RT.

23' RT.

30' RT.

24' RT.

31' RT.

17+25 17+40 18+35 18+55 18+75 18+95 22+45 23+10

18" F.E.S.

18" D Endwall

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

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

F.E.S. = FLARED END SECTION

ALL PROPOSED CONCRETE ENDWALLS ARE PENNDOT TYPE D-W.

REFER TO PENNDOT RC STANDARD 31M. FOR DETAIL.

Replace Existing Concrete Tank Trail

S.R. 443 33' R.O .W

R/W

Limit of Work

SR 443 ROW

RANGE ROAD

475 470

P.O .B. Sta. 0+00.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

P.C . Sta. 24+16.21

P.T. Sta. 24+80.12

P.C . Sta. 26+50.56

P.C .C

. Sta. 33+15.20

27 28

P.R.C. Sta. 30+70.09

Existing Gravel Driveway to Remain

Replace CMP Replace CMP

Existing Gravel Driveway to Remain

Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing

Existing Existing

Replace Existing CMP With HDPE and FES

Sta. 0+18.5 - 16.5' from C

L SR

14 30" F.E.S.

22' LT.

22' RT.

30" F.E.S. 35+28 35+15

441.40 441.27

Existing Existing

R25.00'

.0 0'

22.98'

Saw Cut Existing Trail to maintain min 20 ft wide lane Remove and replace once new lane is ready for traffic

20.00'

A B

498.80 498.10

20' LT.

22' LT.

2+75 3+45

18" F.E.S.

Replace RCP w/RCP Replace RCP w/RCP

Existing Gate to RemainWhite Edge Line

Tie to Existing (Typ.)

TANK

Pad (See Detail)

Replace Existing Pipe With Conc Pipe and FES Maintain Passage for Traffic

White Edge Line Double Yellow Line

E 25,850.8

(STA. 0+00)

Seal Cracks from Utility Crossings and Seal Coat

20.00' B

Saw Cut (Typ.)

Tank Trail not to be disturbedTRAIL

Gravel Proposed

Not to be disturbed Existing Guiderail

503 49

White Edge Line

UNOPENED

HOWITZER ROAD

2' 3'

White Edge Line Double Yellow Line

White Edge Line

'1 2'

White Edge Line Tie to Existing (Typ.)

Double Yellow Line Break Line at Intersection

Y R

Limit of Paving at Artillery Rd.

Match exist. new pave

Saw Cut (Typ.)

Existing Gravel Driveway to Remain

2' 3'

Existing Concrete

C H

- S

. 3

RANGE ROAD

Tank Trail

N 56 06'38" E

Sta. 43+00

P.T. Sta. 37+77.59

P.C . Sta. 41+98.8035 36

Existing Gravel Driveway to Remain

Sta. 41+31R

.0 0'

R18'

P.R .C

. Sta. 35+26.11

Saw Cut (Typ.)

White Edge Line Double Yellow Line

White Edge Line3' 12'12'

Existing Concrete Tank Trail not to be disturbed

White Edge Line Tie to Existing (Typ.)

Double Yellow Line Break Line at Intersection

R96'

Limit of Work Concrete Pad Tank Trail

Gravel Parking Lot

Limit of Work Concrete Pad

Existing Concrete Tank Trail not to be disturbed

MILL AND

OVERLAY

FULL DEPTH

ASPHALT

SEAL COAT

FULL DEPTH

CONCRETE

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 0+00 TO 43+00

D.A.S 05 APR, 24

K.E.L AS NOTED

C.1.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE ROAD - STA 34+50 TO 43+00

SCALE: 1" = 50'

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

RANGE ROAD - STA 1700 TO 34+50

SCALE: 1" = 50'

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

RANGE ROAD - STA 0+00 TO 17+00

SCALE: 1" = 50'

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

C.1.2

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 850.00'

AutoCAD SHX Text 4 18'28"

AutoCAD SHX Text 63.91'

AutoCAD SHX Text 31.97'

AutoCAD SHX Text N 87 50'27" E

AutoCAD SHX Text 63.89'

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 1000.00'

AutoCAD SHX Text 24 02'16"

AutoCAD SHX Text 419.54'

AutoCAD SHX Text N 73 40'05" E

AutoCAD SHX Text 416.47'

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 2500.00'

AutoCAD SHX Text 245.11'

AutoCAD SHX Text 122.65'

AutoCAD SHX Text N 64 27'29" E

AutoCAD SHX Text 245.01'

AutoCAD SHX Text Guy Pole

AutoCAD SHX Text F.H.

AutoCAD SHX Text

AutoCAD SHX Text 212.90'

AutoCAD SHX Text 4A

AutoCAD SHX Text 5 37'03"

AutoCAD SHX Text

AutoCAD SHX Text 3A

AutoCAD SHX Text

AutoCAD SHX Text 19 12'43"

AutoCAD SHX Text 251.48'

AutoCAD SHX Text 126.93'

AutoCAD SHX Text N 65 43'00" E

AutoCAD SHX Text 250.31'

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 750.00'

AutoCAD SHX Text 210.90'

AutoCAD SHX Text 105.63'

AutoCAD SHX Text N 71 17'41" E

AutoCAD SHX Text 1500.00'

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 1500.00'

8 03'21"

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

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

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

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

F W

O R

- S

. 1

RANGE ROAD

Gravel

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

STORM DRAIN STRUCTURE TABLE

G E

R O

REMARKS

42" F.E.S.

18" F.E.S.

30" F.E.S.

18" F.E.S.

112+88 112+06 118+63 117+95 118+61

27' LT.

26' RT.

24' RT.

21' LT.

26' RT.

23' RT.

Replace CMP and FES42" F.E.S.

18" F.E.S.

15" F.E.S.

106+23 106+28 110+22 109+91

Post Boundary Control Marker #34 Not to be Disturbed

N 39 41'30" E N 40 55'39" E

392.83 391.96 404.96 404.68 409.20 407.13 424.97 422.78 424.97

23' RT.

Gravel Parking Lot

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.

0 415

5 44

P.T. Sta. 118+97.62

P.C . Sta. 122+33.45

P.T. Sta. 123+66.82

106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123

Replace CMP and FES

Existing Gravel Driveway to Remain

Existing Existing Existing Existing Existing Existing Existing

Limit of Work 50' from Edge Perp. to First

R40.00'

Double Yellow Line Break Line at Intersection

Replace Existing CMP With HDPE and FES

0 400

Existing Gravel Driveway to Remain

White Edge Line Double Yellow Line

White Edge Line

425 430 435 440

R25.00'

White Edge Line Tie to Existing (Typ.)

P.C . Sta. 117+89.76

2' 3'

Saw Cut (Typ.)

MILL AND

OVERLAY

FULL DEPTH

ASPHALT

24'-0" CARTWAY

PROPOSED CARTWAY

3'-0" MIN

2% +/- 2% +/-

4%4%

4:1

MAX.

EXISTING

GROUND

BASE COURSE

SUBBASE

EXISTING

GROUND

NOT TO SCALE

TYPICAL SECTION

11" LANE 11" LANE

DOUBLE YELLOW

LINE

REMOVE EX. PAVEMENT

TO SUBGRADE

WEARING COURSE

TACK COAT

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA WEARING COURSE, PG. 64S-22,

0.3 TO 3 MILLION ESALS, 12.5 mm

MIX,1-1/2" DEPTH

SUPERPAVE MIXTURE DESIGN, HMA

BASE COURSE, PG. 64S-22, 0.3 TO 3 MILLION

ESALS, 25 mm MIX, 4" DEPTH

APPLY TACK AS PER SPECIFICATIONS

ASPHALT PAVING SECTION DETAIL - FULL DEPTH

8" COMPACTED 2A SUBBASE

INSPECT EXISTING SUBGRADE, RECOMPACT EXISTING SUBGRADE AND/OR

SINGLE WHITE

LINE

SINGLE WHITE

LINE

NOT TO SCALE

ANY DISTURBANCE BEYOND

THE SHOULDER SHOULD BE

STABILIZED IN ACCORDANCE

WITH THE PLAN AND

SPECIFICATIONS (STONE, SEED, ETC.)

SHOULDER BACKUP, BOTH SIDES

ABUTTING NEW PAVE TO BE

4" MIN OF 2A MODIFIED, MIN 1' WIDE

FLUSH WITH PAVEMENT EDGE

FULL DEPTH

EXISTING ROAD CROSS SECTION

AND DISPOSE PER NOTES

3'-0" MIN

4:1

MAX.

REMOVE AND REPLACE UNSUITABLE MATERIALS OR UNSATISFACTORY SOILS WITH 2A

TO ENSURE DRAINAGE

24'-0" CARTWAY

PROPOSED CARTWAY

2% +/- 2% +/-

BASE COURSE

SUBBASE

EXISTING

GROUND

NOT TO SCALE

TYPICAL SECTION

11" LANE 11" LANE

DOUBLE YELLOW

LINE

REMOVE EX. PAVEMENT

AS SHOWN ON PLAN

WEARING COURSE

TACK COAT

ASPHALT PAVING SECTION DETAIL - MILL AND OVERLAY

SINGLE WHITE

LINE

SINGLE WHITE

LINE

NOT TO SCALE

ANY DISTURBANCE BEYOND

THE SHOULDER SHOULD BE

STABILIZED IN ACCORDANCE

WITH THE PLAN AND

SPECIFICATIONS (STONE, SEED, ETC.)

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA WEARING COURSE, PG. 64S-22,

0.3 TO 3 MILLION ESALS, 12.5 mm

MIX,1-1/2" DEPTH

EXISTING BASE COURSE

APPLY TACK AS PER SPECIFICATIONS

EXISTING SUBBASE

EXISTING SUBGRADE

MILL AND OVERLAY

MILL 1-1/2" EXISTING SURFACE

AND DISPOSE PER NOTES

3'-0" MIN

4:1

MAX.

AS SHOWN ON PLAN

INSPECT AND NOTIFY IF

BASE COURSE IS DAMAGED

REMOVE MIN 13-1/2" OF

AS SHOWN ON PLAN

3'-0" MIN

4:1

MAX.

EXISTING

GROUND

TO ENSURE DRAINAGE

SHOULDER BACKUP, BOTH SIDES

ABUTTING NEW PAVE TO BE

4" MIN OF 2A MODIFIED, MIN 1' WIDE

FLUSH WITH PAVEMENT EDGE

EXISTING

15'-0 15'-0

'-0

PLAN

JOINT

MAX. MAX.

TOP OF COMPACTED SUBGRADE

3/8"

3/ 4"

1/4"

4X4-W4XW4 WWF MID-SLAB

SECTION

3/8" JOINT DETAIL

PAD CROSS SLOPE TO

AND SHOULDER

6" PENNDOT 2A

STONE SUBBASE

NOT TO SCALE

CONCRETE TANK PAD

Concrete to Asphalt joint seal.

Rubberized joint sealing material ASTM D6690-Type III. Seams and work area to be completely dry and above 40 degrees F. Use compressed air to blow off dirt and other foreign materials. Sealing material to be max 400 degrees F and min 380 degrees F.

Install sealing 1/6” above surface and not greater than 2” width beyond seam edge.

SAWCUT 1/8" WIDTH

x 1/4 DEPTH OF

SLAB

SEALANT

RESERVOIR

- 5/8" WIDTH x 1"

DEPTH

- 5/8" BACKER ROD

- SEALANT- DOWSIL

890 SL

OR APPROVED

EQUAL

STEEL DOWELS -

1-1/4" x 24" @ 18" O.C., GREASED/SLEEVED

ONE SIDE

NOTE: 1/8" SAWCUT TO BE MADE WITHIN 8 HRS

OF CONCRETE PLACEMENT.

Contractor to submit specific pour plan and proposed joints. A 20 ft wide travel lane shall be maintained at all times for military vehicle traffic.

L(3) #4 BARS A

12"

2:1 SLOPE

N.T.S.

12"

6"3"

9" 3"

30°12" 6"

6" 24"

NOTE: SEE TABLE A ON PENNDOT RC-31M FOR SPECIFIC DIMENSIONS FOR CULVERT SIZE.

TYPE D-W ENDWALL (REF. PADOT RC-31M)

OFF ROADWAY COMPACTED BACKFILL

(EMBANKMENT MATERIAL) 12" LIFTS

ROADWAY (2A STONE) 8" LIFTS

MIN. 97% STANDARD

PROCTOR DENSITY

COARSE AGGREGATE (2A)

COMPACTED TO MIN.

95% STANDARD PROCTOR

DENSITY

SUBGRADE/

FINISH GRADE

OR REFER TO PAVEMENT

RESTORATION DETAIL

O.D.

2A STONE

LIGHTLY COMPACTED TO

CENTERLINE OF PIPE

DEPTH VARIES

12"

O.D.

12" 12"

N.T.S.

STORM TRENCH DETAIL

NOTES:

ALL APRONS SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN. TERMINAL WIDTHS

SHALL BE ADJUSTED AS NECESSARY TO MATCH RECEIVING CHANNELS.

ALL APRONS SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF EVENT.

DISPLACED RIPRAP WITHIN THE APRON SHALL BE REPLACED IMMEDIATELY.

0% SLOPE

Atw

Aiw Pd

Y Y

OUTLET

NO.

PIPE

DIA

(IN)

RIPRAP APRON

SIZE

R-_

THICK.

(IN)

LENGTH

(FT)

INITIAL

WIDTH

Aiw

(FT)

TERMINAL

WIDTH

Atw

(FT)

8 42 5 27 22 11 22

NOT TO SCALE

GEOTEXTILE

0% SLOPE

GEOTEXTILE

RIP RAP APRON AT PIPE OUTLET/ENDWALL

28 72 5 27 30 18 30

36 42 4 27 22 11 22

B 18 4 18 12 6 12

5'-0"

4" WHITE PAINT LINES

@ 45 DEG. ON 2'-0"

CENTERS (TYP.)

CROSS-WALK DETAIL

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 105+50 TO 124+00 &

DETAILS

D.A.S 05 APR, 24

K.E.L AS NOTED

C.1.2

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE ROAD - STA 105+50 TO 124+00

SCALE: 1" = 50'

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

C.1.2

AutoCAD SHX Text

MATCH LINE - STA. 105+50

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 5000.00'

AutoCAD SHX Text 107.86'

AutoCAD SHX Text N 40 18'35" E

AutoCAD SHX Text 107.86'

AutoCAD SHX Text 53.93'

AutoCAD SHX Text 1 14'10"

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 2500.00'

AutoCAD SHX Text 133.37'

AutoCAD SHX Text N 42 27'21" E

AutoCAD SHX Text 133.36'

AutoCAD SHX Text 66.70'

AutoCAD SHX Text 3 03'24"

AutoCAD SHX Text F.H.

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

working plan-BMCE_Cover 30x42.pdf

Sheets and Views

BMCE_Cover 30x42

working plan-key and notes.pdf

Sheets and Views

key and notes

working plan-0+00 to 43+00.pdf

Sheets and Views

0+00 to 43+00

working plan-43+00 to 105+50.pdf

Sheets and Views

43+00 to 105+50

working plan-105+50 to 124+00.pdf

Sheets and Views

105+50 to 124+00

File details come from the government source that posted it. Updated May 2, 2024.