Att. 2 Plan sheets combined 240819.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

XXX

PAVEMENT REPAIR AND

XXX

FROM MILFORD, PENNSYLVANIA, TRAVEL SOUTHWEST ON BLACKBERRY ALLEY TOWARD PEAR ALLEY.

TURN RIGHT AT THE 2ND CROSS STREET ONTO E HARTFORD STREET FOR 0.5 MILES. CONTINUE

ONTO US-6 WEST FOR 0.8 MILES. TURN LEFT ONTO SERVICE ROAD. 41.332894, -74.822195

RECONSTRUCTION

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

4/2 3/2

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PENNSYLVANIA

PIKE COUNTY

(RXX) REGION NAME

GREY TOWERS

NATIONAL HISTORIC SITE

INDEX OF SHEETS

SHE

ET SHEET TITLE DATE

G-01 COVERSHEET 4/23/2024

C-01 TYPICAL DETAILS 4/23/2024

C-02 PLAN VIEW-REMOVAL 4/23/2024

C-03 PLAN VIEW-PROPOSED 4/23/2024

TYPICAL EXISTING PAVEMENT

REMOVAL OF PAVEMENT,

ASPHALT, 1-1/2 INCH DEPTH

EXISTING AGGREGATE TO

REMAIN IN PLACE

TYPICAL PROPOSED PAVEMENT

ASPHALT CONCRETE PAVEMENT

(2) COURSES TO BE PLACED AT 165 LB/SYD

AGGREGATE SURFACE

RECONDITIONING TO THIS LINE

NOT TO SCALE

NOT TO SCALE

TYPICAL PROPOSED

INFILTRATION SWALE

PROPOSED

EDGE OF ASPHALT

NOT TO SCALE

2'

2' 6"1

NOTES:

1. SAWCUTTING, WHERE REQUIRED, SHALL BE

CONSIDERED INCIDENTAL TO REQUIRED WORK

ITEMS, AND WILL NOT BE PAID FOR

SEPARATELY.

1.1. ALL SAWCUT ADJACENT TO EXISTING

STRUCTURES SHALL MAINTAIN A 9" OFFSET

FROM THE STRUCTURE.

1.2. WHERE ADJACENT TO EXISTING PAVEMENT

IS TO REMAIN INPLACE, THE CONTRACTOR

MUST SAWCUT AT THE LIMITS OF REMOVAL.

2. PROPOSED ASPHALT MUST BE PLACED IN 2

COURSES, WITH EACH COURSE APPLIED AT A

RATE OF 165 LB/SYD. ASPHALT TACKIFIER

MUST BE APPLIED BETWEEN COURSES.

3. PRIOR TO PLACING NEW ASPHALT, EXISTING

AGGREGATE MUST BE RECONDITIONED, AND

NEW AGGREGATE MAY NEED TO BE PLACED,

GRADED AND COMPACTED TO ACHIEVE

POSITIVE DRAINAGE.

4. PROPOSED INFILTRACTION SWALE, PAID FOR

AS DRAINAGE EXCAVATION, DITCHING

5. ALL AGGREGATE ON THIS PROJECT MUST BE

MUST MEET SPECIFICATIONS FOR, PA2A.

6. AASHTO M6, CLASS B MATERIAL REQUIRED AS

BASE UNDER PROPOSED MINOR CONCRETE

PAVEMENT, SHALL BE CONSIDERED INCIDENTAL

AND WILL NOT BE PAID FOR SEPARATELY.

7. DISTURBED AREAS OUTSIDE PROPOSED HARD

SURFACING, SHALL BE SURFACED WITH

SALVAGED TOPSOIL, SEEDED, AND COVERED IN

MULCH IN ACCORDANCE WITH SECTION 625 OF

THE FP-14

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

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(RXX)

REGION NAME

MAINTENANCE

FACILITY

PAVEMENT

REPAIR AND

REHABILITATION

GREY TOWERS

NATIONAL HISTORIC SITE

TYPICAL DETAILS

04/23/2024

H.JAMISON

H.JAMISON

X.XXX

C-01 002 004

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SE

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ASPHALT SURFACE REMOVAL

EXISTING CONCRETE

(TO REMAIN IN PLACE)

EXISTING STRUCTURE

(TO REMAIN IN PLACE)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

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(RXX)

REGION NAME

MAINTENANCE

FACILITY

PAVEMENT

REPAIR AND

REHABILITATION

GREY TOWERS

NATIONAL HISTORIC SITE

PLAN VIEW-REMOVAL

04/23/2024

H.JAMISON

H.JAMISON

X.XXX

C-02 003 004

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SE

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ASPHALT CONCRETE PAVEMENT, 3 INCH

ASPHALT CONCRETE

PAVEMENT, 3 INCH

MINOR CONCRETE

PAVEMENT,

FUEL PAD OPTION

INFILTRATION SWALE

BOLLARDS, SALV.

AND RESET (TYP.)

MINOR CONCRETE

PAVEMENT,

DUMPSTER PAD OPTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 3/2

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(RXX)

REGION NAME

MAINTENANCE

FACILITY

PAVEMENT

REPAIR AND

REHABILITATION

GREY TOWERS

NATIONAL HISTORIC SITE

PLAN VIEW-PROPOSED

04/23/2024

H.JAMISON

H.JAMISON

X.XXX

C-03 004 004

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