42210059 19-174 MEP Fence and Bank DRAWINGS.pdf

PDF 2 MB Posted May 14, 2025

Attached to: Building 19-174 MEP Fence and Bank Stabilization
Solicitation number: 6100063733
Issued by: Lawrence County, Allentown City, Pennsylvania

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Written by GovTribe AI · May 16, 2025

These are construction drawings for a military infrastructure project issued by the Commonwealth of Pennsylvania Department of Military and Veterans' Affairs (DMVA) for the Area 19-174 Aviation Brigade MEP Fencing and Bank Stabilization project located at Fort Indiantown Gap in Lebanon County, Pennsylvania. The project involves removing and installing new fencing, conducting bank stabilization using gabion walls, regrading areas around the fence, and installing a new stone/gravel parking area. The project number is 42210059, and the drawings are dated March 26, 2025, with specific details including site plans, fence details, erosion and sediment control notes, and construction specifications.

The project requires comprehensive site preparation, including utility verification, obtaining necessary dig permits, proper disposal of demolished materials, and adherence to strict erosion control and environmental protection guidelines. The contractor will be responsible for installing approximately 500 linear feet of new fencing, constructing gabion walls with specific technical requirements, regrading areas, installing a rock construction entrance, and implementing temporary and permanent seeding for site stabilization. The drawings indicate specific technical requirements for fence installation, including grounding details, gate configurations, and bank stabilization using engineered gabion wall techniques with precise specifications for rock fill, geotextile placement, and wall construction methodology.

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Other files

File	Type	Posted
Addendum #1.docx	DOCX document	May 14, 2025
Bid docs to be returned.pdf	PDF	May 14, 2025
6100063733 Building 19-174 MEP Fence and Bank Stabilization BDISBO SDB VBE presentation.pdf	PDF	May 14, 2025
General Conditions to the Construction Contract DMVA 2024 v6.docx	DOCX document	May 14, 2025
Addendum #2.docx	DOCX document	May 14, 2025
42210059 19-174 MEP Fence and Bank SPECIFICATIONS.pdf	PDF	May 14, 2025
Notice to Bidders.docx	DOCX document	May 14, 2025
FTIG Area_Maps_0_7_8_letter (1).pdf	PDF	May 14, 2025
Pre-bid attendance.pdf	PDF	May 14, 2025
Instructions to Bidders DMVA - 2024.docx	DOCX document	May 14, 2025
Wage Rates.pdf	PDF	May 14, 2025
Administrative Procedures 2023 DMVA.docx	DOCX document	May 14, 2025

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1. THE CONTRACTOR IS REQUIRED TO SUBMIT A REQUEST FOR 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 START OF WORK.

2. THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO FACILITIES, INFRASTRUCTURE, PAVEMENT OR OTHER EXISTING FEATURES NOT CALLED OUT WITHIN THE CONTRACT

DOCUMENTS TO BE DEMOLISHED, REPAIRED OR REPLACED.

3. THE CONTRACTOR IS RESPONSIBLE TO DISPOSE OF ALL DEMOLISHED SOIL AND STONE MATERIALS TO AN APPROVED DISPOSAL LOCATION EXCESS FILL MAY BE DISPOSED OF AT THE

JOHNSON TRAIL DISPOSAL SITE. LOCATED WITHIN 2 MILES OF THE PROJECT SITE.

4. THE CONTRACTOR WILL CONFIRM DIMENSIONS AND REVIEW WITH GOVERNMENT REPRESENTATIVE PRIOR TO INSTALLATION.

5. THE SITE PLAN IS FROM A DESIGN PLAN TITLED: AVIATION BRIGADE, AREA 19, EXISTING SITE PLAN, DRAWING NUMBER 0402-19-174, SHEET C-1 DATED 18 JUN 2004. CONTOURS ARE FROM LIDAR INFORMATION PASDA 2023. LIMITED FIELD SURVEY PERFORMED TO TIE OLD PLAN AND LIDAR. THE PLAN HAS NOT BEEN VERIFIED BY FIELD SURVEY AND THE AUTOCAD FILE SHALL NOT BE USED FOR CONSTRUCTION LAYOUT WITHOUT FIELD SURVEY VERIFICATION BY THE CONTRACTOR.

6. THE CONTRACTOR SHALL STAGE THE WORK SO THAT THE SITE IS SECURE AT ALL TIMES. TEMPORARY SECURITY FENCE OR OTHER MEASURES NECESSARY TO MAINTAIN THE SECURE

PERIMETER OF THE SITE SHALL BE INCLUDED.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION

Professional's Signature DateProfessional'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

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO. 42210059

AREA 19-174 AVIATION BRIGADE

MEP FENCING AND BANK STABILIZATION

FIRST STREET, FORT INDIANTOWN GAP

UNION TWP, LEBANON COUNTY, PENNSYLVANIA

COVER SHEET

DAS 26 MAR 2025

KEL AS NOTED

G.1.1

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, 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.: 42210059

AREA 19-174 AVIATION BRIGADE

MEP FENCING AND BANK STABILIZATION

FORT INDIANTOWN GAP, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

VICINITY MAP

INDEX TO DRAWINGS

G.1.1 COVER SHEET

GENERAL CONSTRUCTION

CIVIL DWGS.

C.1.0 SITE PLAN AND DETAILS

C.2.0 FENCE DETAILS

C.3.0 E & S NOTES AND DETAILS

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

CAMPUS / KEY PLAN

FISHER AVENUE

FIRST STREET

RANGE R

OAD

HNSO

N TR

PROJECT

SITE

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

F.F.E. = +/-465.08

F.F.E. = +/-466.25

[465]

EXISTING TREELINE

C.O.

EXG. STONE DRIVE

BENCHMARK - TOP OF CONCRETE @ LIGHT

ELEV. = 473.61

2" COPPER PIPE

1- 1/

2" C

[467]

EXG. MASONRY BUILDING

EXG. CONCRETE PADS

EXG. ASPHALT AREA

EDGE OF ASPHALT

18'

ASPHALT DRIVE

FIRST AVE.

EXG. PAVILION

[468]

[470]

[472]

[474]

[476]

[470]

[46 0]

[466]

[464]

[462]

[460]

POOR CONDITION

EXG. STONE DRIVE

EXG. STONE PARKING AREA

POV PARKING

20'

15'

EXG. MAN GATE

SILT SOCKC.3.0

CONST. ENT.

1.0D

1.0

15'

REGRADE AND RESTONE LOT

RIP RAP PAD

GABION WALL

RIP RAP PAD

TAPER GABION WALL BEGINNING

20 FEET

SILT SOCK

REPLACE TERMINAL POST AND ALL FENCING EAST OF THIS POST

REATTACH EXISTING FENCE NORTH OF THIS POST

REPLACE TERMINAL POST AND ALL FENCING WEST OF THIS POST

REATTACH EXISTING FENCE NORTH OF THIS POST

REPLACE TERMINAL POST AND ALL FENCING EAST AND WEST OF THIS POST

REATTACH EXISTING FENCE NORTH OF THIS POST

REMOVE AND INSTALL NEW

5' BEYOND TERMINAL POST

C.3.0

C.2.0

20.0' 20.0'

1.0'

F D

N C

FILTER SOCK

REGRADE

GRAVEL

PAVE

RIP RAP PAD

18" TK. OF R-4

EXIST. & PROP.

FENCE LINE

0.5'

5' 3°

9.0' 0.5'

5' 3°

17.0' 20.0'

1.0'

F D

N C

REGRADE

GRAVEL

PAVE

FILTER SOCK

RIP RAP PAD

18" TK. OF R-4

EXIST. & PROP.

FENCE LINE

7.0'

15.0' 20.0'

1.0' 1.0'

EXIST. & PROP.

FENCE LINE

F D

N C

E REGRADE

GRAVEL

PAVE

FILTER SOCK 0.5'

5' 3°

RIP RAP PAD

18" TK. OF R-4

5.0'

15.0' 20.0'

1.0'

EXIST. & PROP.

FENCE LINE

F D

N C

E REGRADE

GRAVEL

PAVE

FILTER SOCK 0.5'

5' 3°

RIP RAP PAD

18" TK. OF R-4

3.0'

TREE

[450]

CONCRETE HATCH

FIRE HYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

MANHOLE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

STORM SEWER

ELECTRIC - OVERHEAD

BENCHMARK

CONTOUR LINE

TREE LINE

SILT SOCK

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 & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO. 42210059

AREA 19-174 AVIATION BRIGADE

MEP FENCE AND BANK STABILIZATION

FIRST STREET, FORT INDIANTOWN GAP

UNION TWP, LEBANON COUNTY, PENNSYLVANIA

SITE PLAN AND DETAILS

DAS 26 MAR 2025

KEL AS NOTED

C.1.0

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

SITE PLAN - AREA 19-174

SCALE: 1" = 50'

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

1. THE BASE OF THE WALL SHALL BE MINIMUM 23 OF ITS HEIGHT. THE STEPPED FACE SHALL HAVE A 1' SETBACK FOR EVERY 3' VERTICAL LIFT.

2. ROCK FILL FOR GABION BASKETS SHALL BE PENN DOT 408 SECTION 703.2, 4" TO 8" CLEAN SHOT ROCK WITH A MINIMUM SPECIFIC GRAVITY OF 2.5.

3. A BASE LAYER OF 6" AASHTO #57 COMPACTED STONE SHALL BE PLACED BELOW THE GABION WALL.

4. BASE GABION BASKET SHALL BE A 3' HIGH BASKET. REMAINING COURSES CAN BE VARIED TO MEET GRADE (WITH PROPER BATTER AND SETBACKS).

5. A MINIMUM OF 12 THE HEIGHT OF THE BASE GABION BASKET SHALL BE BURIED (1.5 ' MINIMUM) AND WITH A BATTER OF 5 TO 6 DEGREES TOWARDS

THE SLOPE.

6. FOUNDATION (UNDERLYING SOIL) SHALL BE EXCAVATED AND COMPACTED TO ACCOMMODATE BATTER, BASE LAYER, AND FIRST LEVEL OF GABION

BASKETS.

7. NON-WOVEN GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN THE GABION BASKET AND THE BACKFILL SOIL. CLASS 4, TYPE A PER PENN

DOT 408 SECTIONS 212 AND 735.

8. GABION BASKETS, HARDWARE, AND INSTALLATION SHALL MEET PENN DOT PUB 408, SECTION 626, AND PENN DOT RC-43 SHEETS 1 THROUGH 5.

(CROSS TIES, STAGGERING, HINGE, TIE WIRES, FASTENERS, ETC).

9. FENCE POST SHALL BE MINIMUM 1' SETBACK FROM AASHTO #57 GABION WALL FILL.

GABION WALL NOTES

GABION WALL

AASHTO

#57 STONE

GEOTEXTILE

COMPACTED BACKFILL

6" AASHTO #57 OVER

UNDISTURBED SOIL

1 FT

TYPICAL

SECTION A-A SECTION B-B SECTION C-C SECTION D-D

SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10'

NOT TO SCALE

NOTE: SITE TO BE SECURED AT END OF EACH WORKDAY WITH PERMANENT OR ACCEPTABLE TEMPORARY FENCING. ACCEPTABLE TEMPORARY FENCING SHALL BE CHAIN LINK OF SAME HEIGHT AS ORIGINAL FENCING AND SECURED TO EXISTING OR NEW SECTIONS BY SECURE BANDING OR CHAIN AND

PADLOCK.

GRAVEL PAVING SECTION DETAIL

MIN 8" COMPACTED 2A

RECOMPACT EXISTING SUBGRADE AND/OR

REMOVE AND REPLACE UNSUITABLE MATERIALS

NOT TO SCALE

FULL DEPTH

REMOVE EXISTING MATERIALS

AND DISPOSE PER NOTES

MOTORGRADE NEW SURFACE TO ENSURE CROSS SLOPE

C.1.0

UNSATISFACTORY SOILS WITH 2A

C.1.0

C.2.0 1A

C.1.0 A

C.1.0 B

C.1.0 C

C.1.0 D

1 FT FROM FILL

FENCE

5 TO 6 DEGREE BATTER

N.T.S.SCALE:

N.T.S.SCALE:N.T.S.SCALE:

N.T.S.SCALE:

1/8" = 1'-0"SCALE:

N.T.S.SCALE:

CHAIN-LINK FENCE DETAIL

TYPICAL HEAVY DUTY CANTILEVER SLIDE GATE

TYPICAL DOUBLE SWING GATE

GROUNDING DETAIL PERSONNEL GATE

BRACE PANEL DETAIL

FASTENING DETAILS

18"

BOLLARD DETAIL

NOT TO SCALE

3,000 PSI

TAPERED 1/2"

CONCRETE

THERMOPLASTIC SLEEVE

6" STEEL PIPE

PLAN VIEW

NOT TO SCALE

3' T

NEW BOLLARDS

NEW GATE POST

C.2.0

1 GATE BOLLARD DETAIL - TYP

NOT TO SCALE

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 & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO. 42210059

AREA 19-174 AVIATION BRIGADE

MEP FENCE AND BANK STABILIZATION

FIRST STREET, FORT INDIANTOWN GAP

UNION TWP, LEBANON COUNTY, PENNSYLVANIA

FENCE DETAILS

DAS 26 MAR 2025

KEL AS NOTED

C.2.0

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

FENCE DETAILS

SCALE: NOT TO SCALE'

FENCING NOTES

1. REMOVE AND INSTALL NEW FENCING ON SOUTH SIDE PER DETAILS AND

SPECIFICATIONS. COMPLETELY REMOVE AND PROPERLY DISPOSE OF EXISTING

FENCE POSTS & CONCRETE BASES, FENCE FABRIC, EXTENSION ARMS, BARBED WIRE

AND ALL OTHER EXISTING FENCE COMPONENTS.

2. FTIG WILL REMOVE CONCERTINA WIRE FROM FENCE AND WILL MOVE VEHICLES

AND OTHER ITEMS NEAR FENCE TO A MINIMUM OF 30 NORTH OF THE FENCE TO

BE REPLACED.

3. FENCE SHALL BE GROUNDED PER THE GROUNDING DETAIL AND UFGS 32 31 13.53

Section 3.8.

4. GATE SHALL BE GROUNDED PER THE GROUNDING DETAIL, UFGS 32 31 13.53

Section 3.8, and MANUFACTURER'S RECOMMENDATION.

5. CONTRACTOR SHALL TAKE CARE WHEN CONSTRUCTING IN AREA OF EXISTING

FENCE TO REMAIN. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIR OR

REPLACEMENT OF DAMAGED FENCE.

GRAVEL PAVING NOTES

1. THE CONTRACTOR WILL REGRADE 20 FEET NORTH OF THE PROPOSED FENCE TO

CORRECT EROSION GULLIES AND TO BRING AREA TO GRADE. REMOVE EXISTING

VARIED GRADED STONE AND REPLACE PER GRAVEL PAVE DETAIL .

2. EXCAVATE A CLEAN EDGE TO BLEND NEW GRAVEL TO EXISTING GRAVEL AND

COMPACT.

GENERAL NOTES

1. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL RESTORATION, GRADING,

GRAVEL PAVE, OR SEEDING IN ALL AREAS DISTURBED BY CONSTRUCTION.

2. ALL TRENCHING, BACKFILLING, COMPACTING OF BACKFILL, SELECT FILL AND

SUB-GRADE MATERIALS WILL BE IN ACCORDANCE WITH THE EARTHMOVING

SPECIFICATION.

3. THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO FACILITIES,

INFRASTRUCTURE, PAVEMENT, OR OTHER EXISTING FEATURES NOT CALLED OUT

WITHIN THE CONTRACT DOCUMENTS TO BE DEMOLISHED, REPAIRED, OR

REPLACED.

N.I.C

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text x

AutoCAD SHX Text

2" MAX

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

TRUSS

AutoCAD SHX Text

RODS (TYP)

AutoCAD SHX Text

DROP ROD

AutoCAD SHX Text

(INDUSTRY STANDARD)

AutoCAD SHX Text

6" DIA.

AutoCAD SHX Text

PAVED SUFACE

AutoCAD SHX Text

6" DIA.

AutoCAD SHX Text

P.C. CONC.

AutoCAD SHX Text

1" ID STEEL PIPE

AutoCAD SHX Text

SAND/GRAVEL

AutoCAD SHX Text 44"

AutoCAD SHX Text 43"

AutoCAD SHX Text 36"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text x

AutoCAD SHX Text

CORNER, END OR PULL POST

AutoCAD SHX Text %%uLINE POST ATTACHMENTS

AutoCAD SHX Text %%uTOP OR BRACE RAIL ATTACHMENT

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text X

AutoCAD SHX Text

10' MAX.

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text

POST

AutoCAD SHX Text X

AutoCAD SHX Text

LINE

AutoCAD SHX Text X

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text X

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

%%UTRUSS ROD AND BAND

AutoCAD SHX Text

10' MAX.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

TENSION BAND

AutoCAD SHX Text

PULL POST

AutoCAD SHX Text

TOP TENSION WIRE

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text X

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text X

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text X

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text %%uBRACE RAIL CLAMP DETAILS

AutoCAD SHX Text

2" MAX.

AutoCAD SHX Text %%uROUND POST

AutoCAD SHX Text %%uH-BEAM

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text 10'

AutoCAD SHX Text 6"

AutoCAD SHX Text

TENSION BAR TO ENGAGE

AutoCAD SHX Text

EACH FABRIC LINK

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

CARRIAGE BOLT

AutoCAD SHX Text %%uTENSION BAND DETAIL

AutoCAD SHX Text %%uEND OR GATE POST DETAIL

AutoCAD SHX Text

TENSION BAR

AutoCAD SHX Text %%uH-BEAM

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

TOP AND BOTTOM OF FABRIC)

AutoCAD SHX Text

(14" O.C. MAX. AND WITHIN 4" FROM

AutoCAD SHX Text

TENSION BAND

AutoCAD SHX Text %%uROUND POST

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

(24" O.C. MAX.)

AutoCAD SHX Text

9-GAGE TIE WIRES

AutoCAD SHX Text x

AutoCAD SHX Text

VERTICAL BARBED

AutoCAD SHX Text

WIRE APRON

AutoCAD SHX Text

TOP TENSION WIRE

AutoCAD SHX Text

GATE OPENING = 3'-0"

AutoCAD SHX Text

GATE LEAF

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

HINGE

AutoCAD SHX Text

TRUSS

AutoCAD SHX Text

ROD

AutoCAD SHX Text

HINGE

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

LATCH

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

BOTTOM TENSION

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

GRADE LINE

AutoCAD SHX Text 6"

AutoCAD SHX Text

BARBED-WIRE APRON ON EXTENSION ARMS

AutoCAD SHX Text X

AutoCAD SHX Text

16" MIN. DIA.

AutoCAD SHX Text

OR PULL POST

AutoCAD SHX Text

CORNER, END,

AutoCAD SHX Text X

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

LINE POSTS TO BE EQUALLY SPACED

AutoCAD SHX Text

40" MIN.

AutoCAD SHX Text

40" MIN.

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

10' MAXIMUM

AutoCAD SHX Text 6"

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

2" MAX.

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text X

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text X

AutoCAD SHX Text

10' MAXIMUM

AutoCAD SHX Text

9" MIN. DIA.

AutoCAD SHX Text X

AutoCAD SHX Text

FABRIC WIDTH

AutoCAD SHX Text

2" MAX.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text X

AutoCAD SHX Text 12"

AutoCAD SHX Text X

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text X

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text X

AutoCAD SHX Text ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.

AutoCAD SHX Text

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

AutoCAD SHX Text

%%UFENCE NOTES:%%U

AutoCAD SHX Text 12"

AutoCAD SHX Text 8'

AutoCAD SHX Text

BARBED

AutoCAD SHX Text 22"

AutoCAD SHX Text %%uCORNER POST

AutoCAD SHX Text

3/8" PLAIN PIN

AutoCAD SHX Text

RIVETED FLUSH (TYP.)

AutoCAD SHX Text

WIRE (TYP.)

AutoCAD SHX Text

35 DEGREES

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text %%uLINE POST

AutoCAD SHX Text

3/8" PLAIN PIN

AutoCAD SHX Text

RIVETED FLUSH (TYP.)

AutoCAD SHX Text 45 degrees

AutoCAD SHX Text

6" (TYP.)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text %%uEXTENSION ARM (SINGLE BRACKET) DETAILS

AutoCAD SHX Text X

AutoCAD SHX Text x

AutoCAD SHX Text

TOP PRIMARY MEMBER

AutoCAD SHX Text

4" O.D. POST (TYP.)

AutoCAD SHX Text 1" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text

FABRIC (SEE CRITICAL DIMENSION "G")

AutoCAD SHX Text

CATCH ASSEMBLY

AutoCAD SHX Text

3/16" S.S. CABLE (TYP.)

AutoCAD SHX Text

BARB ARM (TYP.)

AutoCAD SHX Text

GATE HANGER (SEE

AutoCAD SHX Text 2" x 5" ALUM. TUBE

AutoCAD SHX Text 2" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text

BOTTOM GUIDE ASSEMBLY. SEE DETAIL

AutoCAD SHX Text

VERTICAL PRIMARY (ENDS ONLY)

AutoCAD SHX Text 2"

AutoCAD SHX Text

E = NOMINAL GATE HEIGHT

AutoCAD SHX Text

F = POST HEIGHT

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D = C/B LENGTH

AutoCAD SHX Text

C = OVERALL GATE LENGTH

AutoCAD SHX Text

B = C/B POST

AutoCAD SHX Text

SPACING C/C

AutoCAD SHX Text

A = CLEAR OPENING

AutoCAD SHX Text

CATCH ASSEMBLY. SEE DETAIL

AutoCAD SHX Text

GATE FRAME

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GATE HANGER ASSEMBLY. SEE DETAIL

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4" O.D. POST (TYP.)

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4" O.D. POST

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STANDARD TRACK

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TOP PRIMARY MEMBER

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TRUCK ASSEMBLY

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HANGER ASSEMBLY

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FABRIC

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VERTICAL PRIMARY (BEHIND)

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BOTTOM GUIDE ASSEMBLY

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34" MIN. FOR POSTS 4" O. D.

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& LESS

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48" MIN. FOR POSTS 9" 0. D.

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40" MIN. FOR POSTS 7" O. D.

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%%UASSEMBLY

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%%USECTION

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%%UELEVATION

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%%UPLAN

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%%UVIEW

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HOG RINGS (TYP.)

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MINIMUM OUTSIDE DIMENSIONS

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(NOMINAL)

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STEEL POST SCHEDULE

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USE AND

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SECTION

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7' CHAIN-LINK FABRIC

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(9 GAGE, 2" MESH)

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*CRITICAL DIMENSIONS TO BE

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DETERMINED BY MANUFACTURER.

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CONTRACTOR TO VERIFY AND

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COORDINATE MANUFACTURER'S

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SPECIFICATIONS PRIOR TO PURCHASE

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AND SHALL FOLLOW MANUFACTURER

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GUIDELINES DURING INSTALLATION.

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FABRIC HEIGHT

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POST HEIGHT

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NOMINAL GATE HEIGHT

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COUNTERBALANCE LENGTH

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OVERALL GATE LENGTH

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COUNTERBALANCE POST

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SPACING C/C

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CLEAR OPENING

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CRTICAL DIMENSION

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CHART

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NOTES:

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1. BARB ARMS ARE OPTIONAL

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2. GATE ELEVATION IS VIEWED FROM

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THE OUTSIDE OF THE SECURE AREA

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LOOKING IN.

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3 STRANDS OF BARBED

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WIRE (AS REQUIRED)

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7' CHAIN-LINK FABRIC

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CHAIN-LINK

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FABRIC

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3 STRANDS OF BARBED

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WIRE (TYP.)

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TIE WIRE (15" O.C.

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MAX. AND WITHIN 4"

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FROM TOP AND

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BOTTOM OF FABRIC)

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#6 AWG SOLID COPPER

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WIRE

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MOLDED EXOTHERMIC

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WELD OR APPROVED

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CLAMPED-TYPE FITTING OF

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COPPER

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" DIA.

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COPPER-CLAD

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STEEL GROUND

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ROD

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PROVIDE BRACE PANEL

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WHENEVER STRAIGHT RUNS

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EXCEED 6'

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TIE WIRE (15" O.C.

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MAX. AND WITHIN

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4" FROM TOP AND

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BOTTOM OF FABRIC)

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DIRECTION GATE

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SWING (TYP.)

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GATE OPENING

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CHAIN LINK

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FABRIC

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3 HORIZONTAL STRANDS OF

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BARBED WIRE

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CHAIN-LINK

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FABRIC

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3 STRANDS OF BARBED

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WIRE (AS REQUIRED)

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3 STRANDS OF BARBED

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WIRE (TYP.)

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CHAIN-LINK

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FABRIC

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3 STRANDS OF BARBED

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WIRE (AS REQUIRED)

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TOP TENSION WIRE

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LINE POST

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TRUSS ROD (TYP)

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GRADE LINE

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BRACE RAIL (TYP)

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DROP ROD

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LATCH ASSEMBLY

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BOTTOM

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TENSION WIRE

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(TYP)

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HINGES (TYP)

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BRACE RAIL (TYP)

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7' FENCE FABRIC

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LINE

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POST

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%%UGATE NOTES:

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OUTSIDE DIMENSION

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(NOMINAL)

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GATE POST SCHEDULE

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MORE THAN 6' TO

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MORE THAN 13" TO

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6' OR

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LESS

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MORE THAN 18'

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GATE LEAF WIDTH

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(NOMINAL)

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DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

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TO LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION.

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SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

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ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

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ALL GATE FRAMES SHALL BE A MINIMUM 2" NOMINAL (ROUND) OR 2"

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NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION

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OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S

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OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS

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RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE

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RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

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SUPPLIED.

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CONTRACTOR SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS AND

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GUIDELINES FOR INSTALLATION.

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%%UPLAN

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LEAF

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IN. FOR GATE POSTS

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O.D. & LESS

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OR GATE POSTS

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OVER 4" O.D.

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34" MIN. FOR POSTS 4" O. D.

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& LESS

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48" MIN. FOR POSTS 9" 0. D.

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40" MIN. FOR POSTS 7" O. D.

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%%UELEVATION

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%%USTANDARD

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%%UHINGE

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%%UOFFSET

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%%UHINGE

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%%ULATCH

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%%UASSEMBLY

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%%UDROP ROD

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%%UFOUNDATION

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%%USWING GATE

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%%UDETAILS

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GATE KEEPER

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(TO HOLD GATE OPEN)

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%%UDROP ROD

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TWISTED SELVAGE - TOP & BOTTOM OF FABRIC

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TIE WIRE WILL BE TWISTED AND CENTERED ON INSIDE OF POST PER SPACING THIS DETAIL

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** SEE SHEET C.1.4 FOR CLEAR OPENING DIMENSIONS

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AREA TO BE PROTECTED

2" x 2" WOODEN STAKE

WORK AREA

SIZE - SEE E&S PLAN

SECTION

WATER FLOW

WORK AREA

AREA TO BE PROTECTED

STAKE ON 10' LINEAL SPACING

FILTREXX COMPOST SILTSOXX

OR APPROVED EQUAL

PLAN

MAINTENANCE NOTES:

1. THE CONTRACTOR SHALL MAINTAIN THE SEDIMENT CONTROL IN A

FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY

INSPECTED.

2. IF THE SEDIMENT CONTROL HAS BEEN DAMAGED, IT SHALL BE

REPAIRED, OR REPLACED IF BEYOND REPAIR.

3. THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE

UPSLOPE SIDE OF THE SEDIMENT CONTROL WHEN ACCUMULATION HAS

REACHED 12 OF THE EFFECTIVE HEIGHT OF THE SEDIMENT CONTROL,

OR AS DIRECTED BY THE ENGINEER. ALTERNATIVELY, A NEW

SEDIMENT CONTROL CAN BE PLACED ON TOP OF AND SLIGHTLY

BEHIND THE ORIGINAL ONE CREATING MORE SEDIMENT STORAGE

CAPACITY WITHOUT SOIL DISTURBANCE.

4. SEDIMENT CONTROL SHALL BE MAINTAINED UNTIL DISTURBED AREA

ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZED AND

CONSTRUCTION ACTIVITY HAS CEASED.

5. THE FILTER MEDIA WILL BE DISPERSED ON SITE ONCE DISTURBED

AREA HAS BEEN PERMANENTLY STABILIZED, CONSTRUCTION

ACTIVITY HAS CEASED, OR AS DETERMINED BY THE ENGINEER.

6. FOR LONG-TERM SEDIMENT AND POLLUTION CONTROL

APPLICATIONS, SEDIMENT CONTROL CAN BE SEEDED AT THE TIME OF

INSTALLATION TO CREATED A VEGETATIVE FILTERING SYSTEM FOR

PROLONGED AND INCREASED FILTRATION OF SEDIMENT AND SOLUBLE

POLLUTANTS (CONTAINED VEGETATIVE FILTER STRIP). THE

APPROPRIATE SEED MIX SHALL BE DETERMINED BY THE ENGINEER.

EROSION FILTER SOCK

GEOTEXTILE MATERIAL

PROFILE

35'

MAINTENANCE:

GROUND

EXISTING

#1 ROCK

A.A.S.H.T.O.

CLASS 4

EXG. ASPHALT ROAD

8" (MIN.)

PLAN

EXG. ASPHALT ROAD

A.A.S.H.T.O. #1 ROCK

35'

EXISTING GROUND

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

VEHICLES AND EQUIPMENT MAY NEITHER ENTER

DIRECTLY TO NOR EXIT DIRECTLY FROM THE SITE

WITHOUT PASSING THRU A ROCK CONSTRUCTION

ENTRANCE

ROCK CONSTRUCTION ENTRANCE THICKNESS WILL BE

CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY

ADDING ROCK. A STOCKPILE OF ROCK MATERIAL WILL BE

MAINTAINED ON THE SITE FOR THIS PURPOSE. AT THE END

OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON

PUBLIC ROADWAYS WILL BE REMOVED AND RETURNED TO

THE CONSTRUCTION SITE.

CONSTRUCTION ENTRANCE

E & S NOTES

1. Also, at least 3 days before starting any earth disturbance activities, the contractor shall notify the Pennsylvania One Call System Inc. at 1-800-242-1776 for buried utilities location. The contractor shall also obtain a "dig permit" from FTIG Department of Installation Maintenance (DIM) prior to construction.

2. The contractor shall remove from the site, recycle or dispose of all waste materials in accordance with the PADEP's Solid Waste Management

Regulations at 25 PA Code 260.1 et seq., 271.1 e. seq. and 287.1 et seq.

3. Only limited disturbance will be permitted to provide access to construct construction BMPs.

4. Erosion and sedimentation controls must be constructed, stabilized, and functional before site disturbance within the tributary areas of those controls.

5. After final site stabilization has been achieved, temporary erosion and sedimentation controls must be removed. Areas disturbed during removal of the controls must be stabilized immediately.

6. At the end of each working day, any sediment tracked or conveyed onto a public roadway will be removed and redeposited onto the construction site.

Removal can be completed through use of mechanical or hand tools, but must never be washed off the road by use of water.

7. Sediment removed from E&S controls & facilities shall be disposed of in landscaped areas outside of steep slopes, wetlands, floodplains or drainage swales and immediately stabilized, or placed in topsoil stockpiles.

8. All pumping of sediment laden water shall be through a dirt bag filtration device, or equivalent sediment removal facility, over non-disturbed vegetated areas. Discharge points should be established to provide for maximum distance to active waterways.

9. Failure to correctly install sediment control facilities or failure to prevent sediment laden runoff from leaving the construction site or failure to take corrective actions to immediately resolve failures of sediment control facilities may result in administrative, civil and/or criminal penalties being instituted by the Pennsylvania Department of Environmental Protection as defined in Section 602 of the Clean Streams Law of Pennsylvania. The Clean Streams

Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation. FTIG will not be responsible for violations.

10. Upon completion of an earth disturbance activity or any stage or phase of an activity, the contractor shall stabilize immediately the disturbed areas to protect from accelerated erosion. During non-germinating periods, mulch must be applied at the specified rates. Disturbed areas which are not at finished grade and which will be redisturbed within 1 year may be stabilized in accordance with temporary seeding specifications. Disturbed areas, which are either at finished grade or will not be redisturbed within 1 year, must be stabilized in accordance with permanent seeding specifications.

11. Stockpiles must be stabilized immediately.

12. Hay or straw mulch must be applied at rates of at least 3.0 tons per acre.

13. Until the site has achieved final stabilization the contractor shall properly implement, operate and maintain all the best management practices.

Maintenance shall include inspections of all erosion and sedimentation control after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean out, repair, replacement, regrading, reseeding, remulching, and renetting, must be performed immediately.

14. An area shall be considered to have achieved final stabilization when it has a minimum uniform 70% 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.

15. Mulch with mulch control netting or erosion control blankets must be installed on all slopes greater than 3:1.

ROCK CONSTRUCTION ENTRANCE

16. Rock construction entrance thickness will be constantly maintained to the specified dimensions by adding rock. A stockpile of rock material will be maintained on the site for this purpose. At the end of each construction day, all sediment deposited on public roadways will be removed and returned to the construction site.

CONSTRUCTION SEQUENCE NOTES

17. Flag the limit of disturbance.

18. Install rock construction entrance.

19. Install silt soxx as per plan.

20. Mobilize construction equipment.

21. Clear and grub the site within the limits of disturbance taking care not to disturb large established trees, utility poles, lighting, etc.

22. Strip topsoil and stockpile and stabilize.

23. Excavate for gabion wall. Compact underlayment soil. Install gabion wall with geotextile and backfill.

24. Install fence, grade and stone pave parking area, seed disturbed areas below gabion wall.

25. When site is stabilized, remove temporary BMP's and stabilize areas of disturbance.

GROUND COVER

Temporary Seeding

Temporary seeding shall be done in areas where active work will not be performed for twenty days (20).

Temporary seeding shall be done immediately after work ceases.

Apply agricultural lime and fertilizer as follows for temporary seeding:

Agricultural Lime -- 50 pounds per 1,000 square feet Fertilizer -- 12 pounds per 1,000 square feet

Fertilizer shall be a commercial type 10-20-20.

Temporary seed mixture Annual Ryegrass -- 1 pound per 1,000 square feet.

All temporary seeding shall be mulched.

Temporary seeding shall be watered as required to develop cover.

Mulch shall be straw, shall be clean and free from noxious weeds, and shall be applied at the rate of 140 pounds per 1,000 square feet.

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 - 75 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:

FTIG ITAM Mix (requires proper legume inoculants) 10% Annual Ryegrass 25% Perennial Regrass 20% Medium Ryegrass 10% White Ladino Clover 10% White Dutch Clover 10% Vernal Alfalfa 10% Norcen Birdsfoot Trefoil 5% Crimson

PENNDOT Formula L Low Grow Mix FTIG Legume Mix( plant with Low Grow at rate 10#/acre, requires inoculant)

35% Creeping Red Fescue 20% White Ladino Clover 27.5% Defiant Hard Fescue 10% Medium Red Clover

27.5% Stonehenge Fescue 10% Mammoth Red Clover 10% Annual Ryegrass 10% White Dutch Clover

10% Alsike Clover 20% Vernal Alfalfa 10% Norcen Birdsfoot Trefoil 10% Crimson Clover

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

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.

Emergency Erosion Protection

If erosion does occur, the contractor shall repair and reseed those areas or use other stabilization methods as required. The contractor shall use jute, wood fiber, or other tie down filter netting on top of the new seed as required, regardless of the slope of the land.

Mulched areas shall be checked weekly and immediately after severe storms for damage, until the mulching is no longer necessary for protection against erosion.

Damaged portions of the mulch or tie down materials shall be repaired as soon as discovered.

Periodic Inspection Program

The contractor will regularly inspect the Project's erosion and sedimentation controls during the entire active construction stages. The inspections will be performed weekly or after all runoff events.

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 & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO. 42210059

AREA 19-174 AVIATION BRIGADE

MEP FENCING AND BANK STABILIZATION

FIRST STREET, FORT INDIANTOWN GAP

UNION TWP, LEBANON COUNTY, PENNSYLVANIA

E & S NOTES AND DETAILS

DAS 26 MAR 2025

KEL AS NOTED

C.3.0

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

E&S NOTES

C.3.0

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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%%UPLAN VIEW

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%%UELEVATION VIEW

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%%UNOTES:

AutoCAD SHX Text LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE

AutoCAD SHX Text SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM

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WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL

AutoCAD SHX Text BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT

AutoCAD SHX Text HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS

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ALREADY ATTACHED.

AutoCAD SHX Text BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS

AutoCAD SHX Text NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE

AutoCAD SHX Text DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%%%. FOR SLOPES EXCEEDING 5%%%, CLEAN ROCK OR OTHER

AutoCAD SHX Text NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

AutoCAD SHX Text NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED

AutoCAD SHX Text BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT

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AVAILABLE.

AutoCAD SHX Text THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY

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CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

AutoCAD SHX Text THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS.

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PUMP INTAKES SHALL BE FLOATING AND SCREENED.

AutoCAD SHX Text FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE

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PROBLEM IS CORRECTED.

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

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AOS %%% RETAINED

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ASTM D-4751

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80 SIEVE

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NOT TO SCALE

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%%USTANDARD CONSTRUCTION DETAIL #3-16

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%%UPUMPED WATER FILTER BAG

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PUMP

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INTAKE HOSE

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CLAMPS

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DISCHARGE HOSE

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

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CLAMPS

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PUMP

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INTAKE HOSE

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DISCHARGE HOSE

Working Plan 2024-BDPM_Cover-24x36.pdf

Sheets and Views

BDPM_Cover-24x36

Working Plan 2024-SITE PLAN 24x36.pdf

Sheets and Views

SITE PLAN 24x36

Working Plan 2024-FENCE DETAILS 24x36.pdf

Sheets and Views

FENCE DETAILS 24x36

Working Plan 2024-E & S 24x36.pdf

Sheets and Views

E & S 24x36

File details come from the government source that posted it. Updated May 16, 2025.