Drawings_Part11.pdf

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Fort Bliss Replacement Staff Parking B West Lot
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W9126G19B3284
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Fort Worth District

SHEET

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SILT FENCE

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2 CG-501

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STAFF ACCESS ROAD

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CHAIN LINK FENCE.

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ATFP BOUNDRY 10 METERS (33')

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ATFP BOUNDRY 10 METERS (33')

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GATE

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GATE

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CG-121

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NORTH

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EROSION CONTROL PLAN - AREA 2

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SCALE: 1" = 20'

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DATE:

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SOLICITATION NUMBER.:

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DESIGNED BY:

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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1. SILT FENCE DESIGNATED BY THIS NOTE IS SILT FENCE DESIGNATED BY THIS NOTE IS TO BE INSTALLED AFTER INSTALLATION OF THE ADJACENT CURB LINE. 2. WATTLES ARE INTENDED TO BE USED WATTLES ARE INTENDED TO BE USED ACROSS PAVED AREAS AS SHOWN IN THE PLANS. 3. SEE SHEET CG-120 FOR ADDITIONAL SEE SHEET CG-120 FOR ADDITIONAL EROSION CONTROL NOTES. 4. CONTRACTOR TO INSTALL ALL INLET PROTECTION AS SHOWN.

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STABILIZED CONSTRUCTION ENTRANCE / EXIT

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SILT FENCE

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GRADING LIMITS

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INLET PROTECTION

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EXISTING CONTOUR

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PROPOSED CONTOUR (FINISH GRADE)

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AutoCAD SHX Text H-301

AutoCAD SHX Text DETAIL No.

AutoCAD SHX Text SHEET No.

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CONTRACT LIMIT LINE

AutoCAD SHX Text C.L.L.

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SEDIMENT LOG/WATTLE

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CG-124

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CG-127

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M. DE LEON

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B. BEECHAM

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M. DE LEON

AutoCAD SHX Text 04/10/2019

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W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CG126-pln

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MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

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CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

AutoCAD SHX Text 04/12/2019

C

B

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US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

54321 5

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SOLICITATION NUMBER.:

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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1. SILT FENCE DESIGNATED BY THIS NOTE IS SILT FENCE DESIGNATED BY THIS NOTE IS TO BE INSTALLED AFTER INSTALLATION OF THE ADJACENT CURB LINE. 2. WATTLES ARE INTENDED TO BE USED WATTLES ARE INTENDED TO BE USED ACROSS PAVED AREAS AS SHOWN IN THE PLANS. 3. SEE SHEET CG-120 FOR ADDITIONAL SEE SHEET CG-120 FOR ADDITIONAL EROSION CONTROL NOTES. 4. CONTRACTOR TO INSTALL ALL INLET PROTECTION AS SHOWN.

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STABILIZED CONSTRUCTION ENTRANCE / EXIT

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SILT FENCE

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LEGEND

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GRADING LIMITS

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INLET PROTECTION

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EXISTING CONTOUR

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PROPOSED CONTOUR (FINISH GRADE)

AutoCAD SHX Text X

AutoCAD SHX Text H-301

AutoCAD SHX Text DETAIL No.

AutoCAD SHX Text SHEET No.

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CONTRACT LIMIT LINE

AutoCAD SHX Text C.L.L.

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SEDIMENT LOG/WATTLE

AutoCAD SHX Text

CG-125

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CG-128

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CG-126

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M. DE LEON

AutoCAD SHX Text

B. BEECHAM

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M. DE LEON

AutoCAD SHX Text 04/10/2019

AutoCAD SHX Text

W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CG127-pln

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MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

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AutoCAD SHX Text

CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

C

B

A

US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

54321 5

SHEET OF 058

F O

I S

S

H

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P I T

P

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C E

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5 CG-501

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STREET "J"

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POND "1"

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TC

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TC

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CHAIN LINK FENCE.

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GATE

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EROSION CONTROL PLAN - AREA 2

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DATE:

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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1. SILT FENCE DESIGNATED BY THIS NOTE IS SILT FENCE DESIGNATED BY THIS NOTE IS TO BE INSTALLED AFTER INSTALLATION OF THE ADJACENT CURB LINE. 2. WATTLES ARE INTENDED TO BE USED WATTLES ARE INTENDED TO BE USED ACROSS PAVED AREAS AS SHOWN IN THE PLANS. 3. SEE SHEET CG-120 FOR ADDITIONAL SEE SHEET CG-120 FOR ADDITIONAL EROSION CONTROL NOTES. 4. CONTRACTOR TO INSTALL ALL INLET PROTECTION AS SHOWN.

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE / EXIT

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SILT FENCE

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LEGEND

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GRADING LIMITS

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INLET PROTECTION

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EXISTING CONTOUR

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PROPOSED CONTOUR (FINISH GRADE)

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CONTRACT LIMIT LINE

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SEDIMENT LOG/WATTLE

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CG-127

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M. DE LEON

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B. BEECHAM

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M. DE LEON

AutoCAD SHX Text 04/10/2019

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W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CG128-pln

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MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

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CONFORMANCE SET

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US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

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AutoCAD SHX Text THE STABILIZED CONSTRUCTION ENTRANCE / EXIT IS TO BE USED AS A VEHICLE WASH DOWN AREA FOR DEBRIS AND SOIL REMOVAL BEFORE EXITING THE SITE ONTO THE EXISTING ROADWAY. LOCATION FOR INSTALLATION SHOULD BE IDENTIFIED ON THE PROJECT'S EROSION CONTROL PLAN. AN ALTERNATE LOCATION MUST BE APPROVED BY OWNER OR ENGINEER PRIOR TO INSTALLATION. STABILIZED CONSTRUCTION ENTRANCE / EXIT SHALL BE TOP DRESSED WITH ADDITIONAL STONE AS NECESSARY.

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GRAVEL

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CURB INLET

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WIRE SCREEN

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TRENCH

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FABRIC TOE-IN

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GRADE TO DRAIN AWAY FROM STABILIZATION AND STREET PAVED SURFACE

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DRAINAGE MUST FLOW AWAY FROM ENTRANCE

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RADIUS= 5' MIN.

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TRANSITION TO PAVED SURFACE

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EXISTING GRADE

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PAVED SURFACE

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FILTER FABRIC

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GRADE TO PREVENT RUNOFF FROM LEAVING SITE

AutoCAD SHX Text SILT FENCE FABRIC (MIN. HEIGHT 24" ABOVE EXIST. GROUND). SILT FENCE WITH TENSION LINE AND POCKETS FOR FENCE POSTS IS ACCEPTABLE.

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COMPACTED EARTH OR ROCK BACKFILL

AutoCAD SHX Text WIRE MESH BACKING SUPPORT 4 X 4-W1.4 X W1.4 (14 GAUGE) MINIMUM ALLOWABLE. CHAIN LINK FENCE FABRIC IS ACCEPTABLE

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STEEL FENCE POST 6' SPACING (MAX.) 1' EMBEDMENT (MIN.)

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NOTE: SILT FENCE SHOULD BE SECURELY FASTENED TO BACKING SUPPORT AND POSTS.

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CONCRETE BLOCK

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PROFILE

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PLAN

AutoCAD SHX Text NOTE: METHODOLOGY APPLIES TO RECESSED AND STANDARD CURB INLETS. CARE SHOULD BE TAKEN TO KEEP INLET PROTECTION OUT OF TRAFFIC TRAVEL LANES.

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FLOW

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8" MIN.

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SILT FENCE GENERAL NOTES

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1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 12 INCHES DEEP AND 8 INCHES THE TRENCH MUST BE A MINIMUM OF 12 INCHES DEEP AND 8 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE MADE WEEKLY AND AFTER EACH RAINFALL. INSPECTION SHALL BE MADE WEEKLY AND AFTER EACH RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS STABILIZED SILT FENCE SHALL BE REMOVED WHEN THE SITE IS STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO TO ADDITIONAL SILTATION.

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REF

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STABILIZED CONSTRUCTION ENTRANCE / EXIT

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NTS

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REF

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NOT USED

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NTS

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REF

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SILT FENCE

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NTS

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CURB INLET PROTECTION

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REF

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NOT USED

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NTS

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SECTION

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PLAN

AutoCAD SHX Text BIODEGRADABLE OR SYNTHETIC NETTING FOR SHELL. SECURE PER MANUFACTURES RECOMMENDATIONS. EMPLOY MULTIPLE UNITS TO PROVIDE ADEQUATE COVERAGE. SIZE 9"-12" WITH VARIABLE LENGTH. WATTLES SHALL BE PLACED IN A ROW WITH TIGHTLY ABUTTING ENDS.

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NOTES:

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REF

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SEDIMENT LOG/WATTLE

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NTS

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TYPICAL LOCATION PLAN

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FLOW

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FLOW

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FLOW

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FLOW

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FLOW

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EXISTING STREET

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PROPOSED

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STREET

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12" MIN. TO EXISTING GROUND

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DATE:

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SOLICITATION NUMBER.:

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DESIGNED BY:

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DRAWN BY:

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SUBMITTED BY:

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FILE NAME:

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CHECKED BY:

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CONTRACT NUMBER.:

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FILE NUMBER.:

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PLOT DATE:

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SIZE:

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PLOT SCALE:

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MARK

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DESCRIPTION

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DATE

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APPR

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MARK

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DESCRIPTION

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DATE

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APPR

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DALLAS, TEXAS 75202

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FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

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M. DE LEON

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B. BEECHAM

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M. DE LEON

AutoCAD SHX Text 04/10/2019

AutoCAD SHX Text

W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CG501-dtl

AutoCAD SHX Text

MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

AutoCAD SHX Text

AutoCAD SHX Text

CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

041 CG126-pln-Layout1
Sheets and Views
Layout1
042 CG127-pln-Layout1
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Layout1
043 CG128-pln-Layout1
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Layout1
044 CG501-dtl-layout
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layout

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