42150040 Warehouse Road Repave - Plan Drawings.pdf

QTRS 28A

QTRS 28B

29LAUNDRY

30 13

20 19 18

SHOP RD

YPER

S AVE

5TH ST

2N D

ST

YPER

S AVE

AV

E

8 65

17 64

W

HSE RD

SERVICE

SUPPLY &

SERVICES

VESLE RUN

PLANS & SVCS

W H

SE

R

D

110 94

STATE ST

11 WAREHOUSE RDQTRS 14

10 9

70 102

MARSHALL AVE

ROAD

SH

O

P R D

JE

N

KI

N

S

AV

E

CARPENTER RD

CLEMENT

QTRS 30

QTRS 29

129130

CLEMENT AVE (ROUTE 443)

1ST ST

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

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

WAREHOUSE ROAD REPAIRS AND REPAVING

PROJECT # 42150040

FORT INDIANTOWN GAP

ANNVILLE , 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

GENERAL CONSTRUCTION

C.1.0 EXISTING SITE/DEMOLITION PLAN

C.2.0 PROPOSED SITE/PAVING PLAN

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

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

G.1.1

12 JUN 25

N/AK.E.L.

DAS

COVER SHEET

LEBANON COUNTY, PENNSYLVANIA

FORT INDIANTOWN GAP

REPAIRS AND REPAVING

WAREHOUSE ROAD

42150040

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

1-800-242-1776

PROJECT

SITE

PROJECT

SITE

PROJECT

SITE

PROJECT

SITE

BLDG. 11-64

F.F.E. = 469.87'

BLDG. 11-65

F.F.E. = 469.70'

BLDG. 11-66

F.F.E. = 467.37'

BLDG. 11-67

F.F.E. = 463.75'

BLDG. 11-62

F.F.E. = 466.92'

BLDG. 11-63

F.F.E. = 465.21'

BLDG. 11-68

F.F.E. = 461.17' (MAIN LEVEL)

F.F.E. = 450.52' (BASEMENT)

BLDG. 11-69

F.F.E. = 457.80'

BLDG. 11-110

F.F.E. = 451.98'

BLDG. 11-94

F.F.E. = 453.21'

MH-COMM (EXG)

RIM - 463.68'

G

G

G

G

G

MH-SAN (EXG)

RIM - 466.09'

INV - 462.84' MH-SAN (EXG)

RIM - 468.31'

INV - 464.47'

MH-SAN (EXG)

RIM - 470.66'

INV - XXX.XX'

YCO

YCO

YCO

MH-1

MH-3

MH-4

MH-2

MH-5

PUMP

U

TI

LI

TY

R O

AD

MH-COMM (EXG)

RIM - 459.02'

MH-6A

T.B.R.

N

BUILDING 11-59

BUILDING 11-29

W

AR

EH

O

U

SE

R O

AD

CLEMENT AVENUE

PAVED SIDEWALK

U

TI

LI

TY

R O

AD

SHED

21'

R20 .0'

R20 .0'

R5.0'

5°

SHOP ROAD

CARPENTER ROAD

R8.0'

R25.0'

2.4'

21'

R10.0'

R70 .0'

R5.0

R5.0'

R1 5.

1'

51'

R20 .0'

R10.0'

172°'

175°'

R50.0'

169°'

R3 0.

0'

R5.0'

R20.0'R20 .0'

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

SAW CUT CLEAN EDGE

AND SEAL - PROTECT NEW

PARKING LOT PAVING

EXCAVATE TO INCREASE RADIUSEXCAVATE TO INCREASE RADIUS

FULL DEPTH REMOVAL OF PAVE

AND REPLACE CULVERT

(SEE DETAIL)

EXCAVATE TO INCREASE RADIUS

SAW CUT EDGE AND

EXCAVATE TO INCREASE RADIUS

EXCAVATE TO INCREASE RADIUS

SAW CUT CLEAN EDGE

TO EXISTING DRIVEWAY

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING AT

CARPENTER ROAD

SAW CUT CLEAN EDGE

REMOVE ASPHALT EAST

OF SAW CUT AT BLDG 11-64

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING AT

PARKING LOT

MILL TO EDGE

OF CONCRETE

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL CONCRETE

EDGES AS SHOWN

MILL 1-1/2" INSPECT BASE COURSE

AND CONTACT PROJECT MANAGER

IF DEFICIENCIES NOTED

MILL 1-1/2" INSPECT BASE COURSE

AND CONTACT PROJECT MANAGER

IF DEFICIENCIES NOTED

MILL 1-1/2" INSPECT BASE COURSE

AND CONTACT PROJECT MANAGER

IF DEFICIENCIES NOTED

FULL DEPTH REMOVAL OF PAVE

AND REPLACE CULVERT

(SEE DETAIL)

SAW CUT CLEAN EDGE

AND SEAL

SAW CUT AND EXCAVATE TO IMPROVE EDGE

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING AT

FENCE

EXISTING ASPHALT TO

REMAIN SAW CUT

CLEAN EDGE TO MILL

ROADS AND SEAL -

PROTECT EXISTING

PAVING IN THIS AREA

REGRADE TO WIDEN ROAD

STABILIZE 3:1 BANK WITH STONE

EXCAVATE TO WIDEN ROAD

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING LOADING DOCK

SAW CUT

CLEAN EDGE

REMOVE ASPHALT

EAST OF SAW CUT

SAW CUT

CLEAN EDGE

REMOVE ASPHALT

EAST OF SAW CUT

EXISTING ASPHALT TO BE REMOVED

SAW CUT CLEAN EDGE TO MILL ROAD

REMOVE PAVING IN THIS AREA

PROTECT EXISTING

CATCH BASIN (TYP)

PROTECT EXISTING

CATCH BASIN (TYP)

MILL 1-1/2" INSPECT

BASE COURSE

AND CONTACT

PROJECT MANAGER

IF DEFICIENCIES NOTED

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

EXCAVATE TO WIDEN ROAD

EXCAVATE TO WIDEN ROAD

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWNEXCAVATE TO WIDEN ROAD

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

FULL DEPTH REMOVAL OF PAVE

AND REPLACE CULVERT

(SEE DETAIL)

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

PAVED SIDEWALK

MILL 1-1/2" INSPECT

BASE COURSE

AND CONTACT

PROJECT MANAGER

IF DEFICIENCIES NOTED

W

AR

EH

O

U

SE

R O

AD

W

AR

EH

O

U

SE

R O

AD

22'

PROTECT EXISTING

CATCH BASIN (TYP)

PROTECT EXISTING

CATCH BASIN (TYP)

PROTECT EXISTING

CATCH BASIN(TYP)

PROTECT EXISTING

CATCH BASIN (TYP)

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

45'

R15.0'

R20.0'

SHED

SAW CUT EDGE AND EXCAVATE TO IMPROVE RADIUS

MILL TO EDGE

OF CONCRETE

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL CONCRETE

EDGES AS SHOWN

MILL TO EDGE

OF CONCRETE

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL CONCRETE

EDGES AS SHOWN

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING AT

SHOP ROAD

MILL TO EDGE

OF CONCRETE

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL CONCRETE

EDGES AS SHOWN

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

MILL 1-1/2" INSPECT

BASE COURSE

AND CONTACT

PROJECT MANAGER

IF DEFICIENCIES NOTED

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

R15.0'

FULL DEPTH REMOVAL OF PAVE

AND REPLACE CULVERT

(SEE DETAIL) AND RADII

R50.0'

22'

22'

35'

EXCAVATE TO

WIDEN ROAD

SHOP ROAD

R4 0.

0'

MILL TO EDGE

OF BUILDING

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL BUILDING

EDGES AS SHOWN

SAW CUT PAVE AND FULL

DEPTH REMOVAL AND

EXCAVATE TO FOR STRAIGHT

PAVING LINE

R20.0'

47'

13'

SAW CUT CLEAN EDGE

AND SEAL

EX. PAVE

EX. PAVE

EX

. P

AV

E

EX

. P

AV

E

EX. PAVE

SAWCUT AND FULL DEPTH

REMOVAL AND/OR EXCAVATE

APPROXIMATELY 4 FT WIDTH

TO PROVIDE CLEAN EDGE

AT PROPER ROADWAY WIDTH -

TYPICAL ALL EDGES AS SHOWN

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

MILL TO EDGE

OF CONCRETE

PROTECT EDGE AND SEAL

BEFORE PAVING

TYPICAL ALL CONCRETE

EDGES AS SHOWN

SAW CUT CLEAN EDGE

AND SEAL - PROTECT

EXISTING PAVING

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HYDRANT

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

GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET PROTECTION

ELECTRIC - OVERHEAD

SANITARY YARD CLEAN OUT

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

EXISTING PROPOSED

CONTOUR LINE

BOLLARD

EDGE OF PAVE

MAXIMUM DRAINAGE AREA = 12 ACRE

INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY TO

SEDIMENT BASIN OR TRAP. BERMS REQUIRED FOR ALL INSTALLATIONS.

EARTHER BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS

STONED. ROAD SUBBASE BERM ON RAODWAY SHALL BE MAINTAINED

UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE

MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR TO

REMAIN PERMANETLY.

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY

CAUSE TRAFFIC HAZARDS

INSTALLATION DETAIL

ELEVATION VIEW

1/4" NYLON ROPE

EXPANSION

RESTRAINT

2" X 2" X 3/4"

RUBBER BLOCK

(TYP)

BERM

2 MIN

2 MIN

1' MIN

PLAN VIEW

ISOMETRIC VIEW

1" REBAR FOR

BAG REMOVAL

FROM INLET

INLET

GRATE

3' -0

4'-0"

2'-0"

FLOW

BERM

MIN:1

3:1

SAND BAG

2'

4 MAX.

1 1

4 MAX.10' MAX.

VARIES

9" M

IN

R-3 RIP RAP

GRADE

GEOTEXTILE FABRIC - 6OZ. NON_WOVEN

COMPACTED SUBGRADE

1.

M

IN

* SUITABLE MATERIAL PER PENNDOT STANDARD

TA

M

P

IN

" L

AY

ER

S

RC-30

6"

GRADE

0'-6"

OR ROCK SUBGRADE

UNDISTURBED EARTH

MATERIAL

* SUITABLE

0'-6"PIPE O.D.

14" X 23" CONCRETE PLAN

FOR INVERTS AND SLOPES

SEE SITE PLAN FOR FINISHED GRADE

MATERIAL

1' -0

AASHTO # 2A PIPE DIA.>12"

18"

6"

BOLLARD DETAIL

NOT TO SCALE

3,000 PSI

TAPERED 1/2"

CONCRETE

THERMOPLASTIC SLEEVE

6" STEEL PIPE

PLAN VIEW

NOT TO SCALE

3' T

YP

UTILITY POLE

BOLLARD DETAIL - TYP

NOT TO SCALE

6" AASHTO 2A

COMPACTED SUBGRADE

4" - 25.0MM SUPERPAVE HMA

BASE COURSE, PG 64E-22, <3.0

MILLION EASL's

1-1/2" - 12.5MM SUPERPAVE HMA

WEARING COURSE, PG 64E-22,

<3.0 MILLION EASL's

MATCH EXISTING GRADE

NOT SCALE

PAVEMENT DETAILPAVEMENT DETAILPAVEMENT DETAILPAVEMENT DETAILPAVEMENT DETAIL

OR MILLED

BASE COURSE

NOTE: BACK UP ALL EXPOSED ASPHALT EDGES WITH MINIMUM 1 FT WIDE 6" THICK R-2 STONE

NOTE: DISTURBANCE BEYOND THE BACKUP SHALL BE TOPSOILED, SEEDED AND MULCHED

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

BLDG. 0-10, 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

DAS 12 JUN 25

K.E.L. AS NOTED

C.1.0

WAREHOUSE ROAD

REPAIRS AND REPAVING

FORT INDIANTOWN GAP

LEBANON COUNTY , ANNVILLE PA

EX. SITE/DEMO PLAN

42150040

EXISTING SITE / DEMOLITION PLAN

SCALE: 1" = 50'

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

GENERAL NOTES

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

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION

MANAGEMENT (DIM), BUILDING 11-64, 10 DAYS

PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO THE

START OF WORK AND INCLUDE THESE MARKING LOCATIONS ON

THE AS-BUILT DRAWINGS. THE CONTRACTOR WILL COORDINATE WITH THE

DIM (BLDG. 11-64) IN THE VERIFICATION OF THE EXISTING UTILITIES.

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 WILL NOT BACKFILL ANY UTILITY CONNECTIONS UNTIL

DIM

INSPECTS AND APPROVES THE WORK.

3. SURVEY AND REFERENCE DATUM WAS ACQUIRED FROM A DMVA SURVEY

COMPLETED ON 11 MARCH 2023. STATE PLANE COORDINATES, PA SOUTH

ZONE, US SURVEY FEET. BENCHMARK - FIG MONUMENT #32, ELEV.= 473.10'

4. IT WILL BE THE RESPONSIBILITY OF THE .1 CONTRACTOR TO VERIFY

EXISTING GRADES AND SURVEY/LAYOUT OF NEW ROAD CONSTRUCTION.

INLET PROTECTION DETAIL TRENCH BACKFILL DETAIL

OUTFALL SWALE DETAIL1

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

C.1.0

MAINTENANCE & PROTECTION OF

TRAFFIC DURING CONSTRUCTION.

1.

2.

3.

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.

CONTRACTOR'S RESPONSIBILITIES

1.

2.

3.

4.

5.

6.

7.

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 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.

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.

C.1.0

C.1.0

FULL DEPTH REPAIR

GRAVEL/STONE

BLDG. 11-64

F.F.E. = 469.87'

BLDG. 11-65

F.F.E. = 469.70'

BLDG. 11-66

F.F.E. = 467.37'

BLDG. 11-67

F.F.E. = 463.75'

BLDG. 11-62

F.F.E. = 466.92'

BLDG. 11-63

F.F.E. = 465.21'

BLDG. 11-68

F.F.E. = 461.17' (MAIN LEVEL)

F.F.E. = 450.52' (BASEMENT)

BLDG. 11-69

F.F.E. = 457.80'

BLDG. 11-110

F.F.E. = 451.98'

BLDG. 11-94

MH-COMM (EXG)

RIM - 463.68'

G

G

G

G

G

MH-SAN (EXG)

RIM - 466.09'

INV - 462.84' MH-SAN (EXG)

RIM - 468.31'

INV - 464.47'

MH-SAN (EXG)

RIM - 470.66'

INV - XXX.XX'

YCO

YCO

YCO

MH-1

MH-3

MH-4

MH-2

MH-5

PUMP

STATION

U

TI

LI

TY

R O

AD

MH-COMM (EXG)

RIM - 459.02'

MH-6A

N

BUILDING 11-59

BUILDING 11-29

W

AR

EH

O

U

SE

R O

AD

CLEMENT AVENUE

PAVED SIDEWALK

U

TI

LI

TY

R O

AD

SHED

21'

R20 .0'

R20 .0'

R5.0'

5°

SHOP ROAD

CARPENTER ROAD

R8.0'

R25.0'

2.4'

21'

R10.0'

R70 .0'

R5.0

R5.0'

R1 5.

1'

51'

R20 .0'

R10.0'

172°'

175°'

R50.0'

169°'

R3 0.

0'

R5.0'

R20.0'R20 .0'

PAVED SIDEWALK

W

AR

EH

O

U

SE

R O

AD

W

AR

EH

O

U

SE

R O

AD

22'

FULL DEPTH PAVE

REPLACE CULVERT

36 LF NOMINAL LENGTH (ES TO ES)

14" X 23" CONC. ELLIPTICAL PIPE @ 0.5%

SEAL SAW CUT EDGE

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 4 FT)

TO REQUIRED ROADWAY WIDTH

FULL DEPTH PAVE TO

CREATE NEW RADIUS

FULL DEPTH PAVE TO

CREATE NEW RADIUS

FULL DEPTH PAVE TO

CREATE NEW RADIUS OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 4 FT)

TO REQUIRED ROADWAY WIDTHFULL DEPTH PAVE

IN EXCAVATED AREA

STABILIZE BANK WITH R-3 RIP RAP

9" THICK UNDERLAIN BY GEOTEXTILE

FULL DEPTH PAVE

IN EXCAVATED AREA

STABILIZE AREA OF BLACKTOP

REMOVAL WITH STONE BACKUP

MATERIAL - R-2 MINIMUM 6" THICK

BLACKTOP IN THIS

AREA TO REMAIN. SEAL

EDGES TO RESURFACE

MILLED AREAS

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

STABILIZE AREA 2,200 SF

WITH STONE BACKUP

MATERIAL - R-2 MINIMUM 6" THICK

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 4 FT)

TO REQUIRED ROADWAY WIDTH

FULL DEPTH PAVE TO

CREATE NEW INTERSECTION

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

SEAL SAW CUT EDGE

FULL DEPTH PAVE

IN EXCAVATED AREA

FOR WIDENING ROAD

FULL DEPTH PAVE

IN EXCAVATED AREA

FOR WIDENING ROAD

FULL DEPTH PAVE

REPLACE CULVERT

(SEE DETAIL)

SEAL SAW CUT EDGE

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 4 FT)

TO REQUIRED ROADWAY WIDTH

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 4 FT)

TO REQUIRED ROADWAY WIDTH

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 1 FT)

TO REQUIRED ROADWAY WIDTH

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 1 FT)

TO REQUIRED ROADWAY WIDTH

OVERLAY MILLED AREAS

FULL DEPTH PAVE AT SAW CUT EDGES

(APPROX 1 FT)

TO REQUIRED ROADWAY WIDTH

PROPOSED

BOLLARD (2)

INVERT IN 463.75

INVERT OUT 463.57

FULL DEPTH PAVE

REPLACE CULVERT

36 LF NOMINAL LENGTH (ES TO ES)

14" X 23" CONC. ELLIPTICAL PIPE @ 0.5%

INVERT IN 462.20

INVERT OUT 462.02

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

FULL DEPTH PAVE

REPLACE CULVERT

36 LF NOMINAL LENGTH (ES TO ES)

14" X 23" CONC. ELLIPTICAL PIPE @ 0.5%

INVERT IN 444.70

INVERT OUT 444.52REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

INVERT IN 442.11

FULL DEPTH PAVE

REPLACE CULVERT

60 LF NOMINAL LENGTH (ES TO ES)

14" X 23" CONC. ELLIPTICAL PIPE @ 0.5%

INVERT OUT 441.81

45'

R15.0'

R20.0'

SHED

R15.0'

R50.0'

22'

22'

35'

SHOP ROAD

R4 0.

0'

R20.0'

47'

13'

EX. PAVE

EX. PAVE

EX

. P

AV

E

EX

. P

AV

E

EX. PAVE

REGRADE SWALE FOR POSITIVE DRAINAGE

LINE WITH 9" R-3 RIP RAP OVER GEOTEXTILE

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HYDRANT

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

GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET PROTECTION

ELECTRIC - OVERHEAD

SANITARY YARD CLEAN OUT

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

EXISTING PROPOSED

CONTOUR LINE

BOLLARD

EDGE OF PAVE

NOTE: BACK UP ALL EXPOSED ASPHALT EDGES WITH MINIMUM 1 FT WIDE 6" THICK R-2 STONE

NOTE: DISTURBANCE BEYOND THE BACKUP SHALL BE TOPSOILED, SEEDED AND MULCHED

BLDG. 11-64

F.F.E. = 469.87'BLDG. 11-62

F.F.E. = 466.92'

N

BUILDING 11-59

BUILDING 11-29

W

AR

EH

O

U

SE

R O

AD

CLEMENT AVENUE

PAVED SIDEWALK

U

TI

LI

TY

R O

AD

SHED

21'

R20 .0'

R20 .0'

R5.0'

5°

CARPENTER ROAD

R8.0'

R25.0'

2.4'

21'

R20 .0'

R10.0'

PAVED SIDEWALK

W

AR

EH

O

U

SE

R O

AD

30°'

9'

9'

20' 20'

15'

20'

10' 10'

DOUBLE YELLOW LINE

WHITE EDGE LINE

1'

WHITE EDGE LINE

9'20'

1'

WHITE PARKING LINE

WHITE PAINTED CROSSWALK

WHITE PAINTED CROSSWALK

TIE INTO

EXISTING

EDGE LINE

END OF

DOUBLE

YELLOW LINE

R15.0'

R20.0'

SHED

END OF

WHITE

EDGE LINE

WHITE EDGE LINE

47'

13'

PARKING STALL DETAIL

4" WHITE TRAFFIC

PAINT LINE (TYP.)

9'-0"

5'-0"

4" WHITE PAINT LINES

@ 45 DEG. ON 2'-0"

CENTERS (TYP.)

SE

E

SI

TE

P

LA

N

CROSS-WALK DETAIL

BLDG. 11-68

F.F.E. = 461.17' (MAIN LEVEL)

F.F.E. = 450.52' (BASEMENT)

BLDG. 11-69

F.F.E. = 457.80'

BLDG. 11-110

F.F.E. = 451.98'

G

G

U

TI

LI

TY

R O

AD

R70 .0'

172°'

175°'

R50.0'

169°'

R3 0.

0'

R20.0'R20 .0'

W

AR

EH

O

U

SE

R O

AD

10'

DOUBLE YELLOW LINE

WHITE EDGE LINE

10'

45'

END OF

WHITE

EDGE LINE

END OF WHITE EDGE LINE

TIE INTO

EXISTING

EDGE LINE

END OF

DOUBLE

YELLOW LINE

R15.0'

R50.0'

22'

22'

35'

EX

. P

AV

E

EX. PAVE

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

BLDG. 0-10, 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

DAS 12 JUN 25

K.E.L. AS NOTED

C.2.0

WAREHOUSE ROAD

REPAIRS AND REPAVING

FORT INDIANTOWN GAP

LEBANON COUNTY , ANNVILLE PA

PROP. SITE/PAVING PLAN

42150040

PROPOSED SITE/PAVING PLAN

SCALE: 1" = 50'

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

GENERAL NOTES

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

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION

MANAGEMENT (DIM), BUILDING 11-64, 10 DAYS

PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO THE

START OF WORK AND INCLUDE THESE MARKING LOCATIONS ON

THE AS-BUILT DRAWINGS. THE CONTRACTOR WILL COORDINATE WITH THE

DIM (BLDG. 11-64) IN THE VERIFICATION OF THE EXISTING UTILITIES.

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 WILL NOT BACKFILL ANY UTILITY CONNECTIONS UNTIL DIM

INSPECTS AND APPROVES THE WORK.

3. SURVEY AND REFERENCE DATUM WAS AQUIRED FROM A DMVA SURVEY

COMPLETED ON 20 JUNE 2022.

4. IT WILL BE THE RESPONSIBILITY OF THE .1 CONTRACTOR TO VERIFY EXISTING

GRADES AND SURVEY/LAYOUT OF NEW ROAD CONSTRUCTION.

PROPOSED PAINTING PLAN

SCALE: 1" = 50'

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

C.2.0

C.2.0

C.1.0

C.2.0

C.2.0

C.2.0

C.1.0

C.1.0

C.1.0

C.1.0 PROPOSED PAINTING PLAN

SCALE: 1" = 50'

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

MAINTENANCE & PROTECTION OF

TRAFFIC DURING CONSTRUCTION.

1.

2.

3.

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.

FULL DEPTH REPAIR

GRAVEL/STONE