Drawings_Part15.pdf

PDF 2 MB Posted Jul 12, 2019

Attached to: Fort Bliss Replacement Staff Parking B West Lot
Solicitation number: W9126G19B3284
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Drawings

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File	Type	Posted
C1_Bid_Abstract_19B3284.xlsx	XLSX spreadsheet	Aug 13, 2019
Drawings_Part7.pdf	PDF	Jul 12, 2019
Drawings_Part8.pdf	PDF	Jul 12, 2019
Drawings_Part22.pdf	PDF	Jul 12, 2019
Drawings_Part16.pdf	PDF	Jul 12, 2019
Drawings_Part12.pdf	PDF	Jul 12, 2019
Appendices.pdf	PDF	Jul 12, 2019
Drawings_Part10.pdf	PDF	Jul 12, 2019
Drawings_Part6.pdf	PDF	Jul 12, 2019
RFP_g19b3284.pdf	PDF	Jul 12, 2019
Drawings_Part5.pdf	PDF	Jul 12, 2019
Drawings_Part14.pdf	PDF	Jul 12, 2019
Drawings_Part18.pdf	PDF	Jul 12, 2019
Drawings_Part13.pdf	PDF	Jul 12, 2019
Drawings_Part1_Part2.pdf	PDF	Jul 12, 2019
Drawings_Part21.pdf	PDF	Jul 12, 2019
Drawings_Part11.pdf	PDF	Jul 12, 2019
Drawings_Part1_Part1.pdf	PDF	Jul 12, 2019
Drawings_Part9.pdf	PDF	Jul 12, 2019
Drawings_Part19.pdf	PDF	Jul 12, 2019
Drawings_Part4.pdf	PDF	Jul 12, 2019
Drawings_Part17.pdf	PDF	Jul 12, 2019
Drawings_Part3.pdf	PDF	Jul 12, 2019
Drawings_Part2.pdf	PDF	Jul 12, 2019
Drawings_Part20.pdf	PDF	Jul 12, 2019

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54321

US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

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#4 BARS "C"-TOP & BOTTOM SLAB

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#4 BARS "D"

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LIP OF GUTTER

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#4 BARS "A"

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GUTTER LINE

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4-#4 BARS "J"

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BARS C

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STEPS @ 12" C-C (STAGGERED)

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BARS M

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BARS D

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PERMISSIBLE CONSTRUCTION JOINT

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4" GUTTER DEPRESSION

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2" RAD.

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BARS E

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2" RAD.

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CURB HEIGHT

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LEVEL

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TRANSVERSE BEAM (15' AND 20' INLETS ONLY)

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2.0% USUAL

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PERMISSIBLE CONSTRUCTION JOINT (LIMIT OF STAGE I CONST.)

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PERMISSIBLE CONSTRUCTION JOINT

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CONTROL POINT

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TOP ELEVATION AT CONTROL POINT

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6" (MIN.) 12" (MAX.)

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TRANSVERSE BEAM

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1'-9" DIA. RECESS FOR RING & COVER

AutoCAD SHX Text NOTE: DIMENSION SHOWN FOR 5" CURB. INCREASE LENGTH BY 1" FOR EACH ADDITIONAL 1" OF CURB HEIGHT.

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#4 BARS "F" AT 71/2" CTRS.

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#4 BARS "B"-TOP SLAB AT 7 1/2" CTRS.

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#4 BARS "G"-BOT. SLAB AT 7 1/2" CTRS.

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#4 BARS "A" AT 7 1/2"" CTRS.

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2-#6 BARS "E" - TOP SLAB

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CONCRETE QUANTITY REDUCTION TABLE

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PIPE DIAMETER

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REDUCTION ONE PIPE C.U. YD.

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FIELD CUT BARS "B" & "C" TO CLEAR MANHOLE.

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1/2" PREMOLDED EXPANSION JOINT MATERIAL

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CONSTRUCTION JOINT (SEE ELEV. "A"-"A" & "B"-"B")

AutoCAD SHX Text R=6'-7 13/16"

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GUTTER LINE

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#4 BARS "F"

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BARS "C"

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BARS "D"

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#4 BARS "B"

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5" RAD.

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REF

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CURB INLET

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FRONT ELEVATION VIEW

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NTS

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CURB INLET PLAN VIEW

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REF

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REF

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CURB INLET

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SIDE ELEVATION "B-B"

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NTS

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REF

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REF

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CURB INLET

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REINFORCING STEEL DETAILS

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NTS

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SYMMETRICAL ABOUT

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1/2" PREMOLDED EXPANSION JOINT MATERIAL

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1/2" PREMOLDED EXPANSION JOINT MATERIAL

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SYMMETRICAL ABOUT

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1/2" PREMOLDED EXPANSION JOINT MATERIAL

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6'-0" TRANSITION FROM NORMAL CURB HEIGHT TO INLET GUTTER ELEVATION

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1/2" PREMOLDED EXPANSION JOINT MATERIAL

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BARS C @ 7 1/2" C-C

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BARS F @ 7 1/2" C-C

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BARS C @ 7 1/2" C-C

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BARS B @ 7 1/2" C-C

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BARS G @ 7 1/2" C-C

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BARS C

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BARS C

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BARS A @ 7 1/2" C-C

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BARS C @ 7 1/2" C-C

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TOP SLOPE 1.5% (3/16" PER FT.) TOWARD CURB

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BARS C

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BARS D

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THROAT DIMENSION

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CURB HEIGHT

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BARS G @ 7 1/2" C-C

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BARS G

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BARS F

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BARS B @ 7 1/2" C-C

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CURB INLET

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SIDE ELEVATION "C-C"

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NTS

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BACK OF CURB

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BACK OF CURB

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SEE SHEET CU-961 FOR SHEET CU-961 FOR FOR BILL OF REINFORCING STEEL.

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GENERAL NOTES

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1. ALL CONCRETE SHALL BE PER PROJECT SPECIFICATIONS. ALL CONCRETE SHALL BE PER PROJECT SPECIFICATIONS. 2. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. CHAMFER ALL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. 3. DIMENSIONS RELATED TO REINFORCING STEEL ARE TO THE CENTERS OF BARS. DIMENSIONS RELATED TO REINFORCING STEEL ARE TO THE CENTERS OF BARS. 4. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE. 5. CAST IRON RING AND COVER SHALL CONFORM TO TXDOT ITEM 471. CAST IRON RING AND COVER SHALL CONFORM TO TXDOT ITEM 471. 6. DEPTHS OTHER THAN THOSE SHOWN MAY BE USED WHENEVER NECESSARY, DEPTHS OTHER THAN THOSE SHOWN MAY BE USED WHENEVER NECESSARY, UP TO A MAXIMUM OF 10'. QUANTITIES FOR OTHER DEPTHS LIMITS MAY BE FOUND BY INTERPOLATION. 7. DURING STAGE 1 CONSTRUCTION, INLETS WILL NOT BE CONSTRUCTED ABOVE DURING STAGE 1 CONSTRUCTION, INLETS WILL NOT BE CONSTRUCTED ABOVE SUBGRADE ELEVATION UNLESS PERMISSION IS GRANTED BY THE ENGINEER. 8. A TEMPORARY WOOD OR STEEL COVER SHALL BE INSTALLED AFTER STAGE 1 IS A TEMPORARY WOOD OR STEEL COVER SHALL BE INSTALLED AFTER STAGE 1 IS COMPLETED, AND WILL REMAIN IN PLACE UNTIL STAGE 2 BEGINS. 9. THE LOCATION OF INLET AS SHOWN IN THE PLANS REFERS TO THE CONTROL POINT THE LOCATION OF INLET AS SHOWN IN THE PLANS REFERS TO THE CONTROL POINT AT THE FACE OF CURB. 10. A SEALED 1/2" EXPANSION JOINT SHALL BE PLACED ALONG ALL VERTICAL FACES A SEALED 1/2" EXPANSION JOINT SHALL BE PLACED ALONG ALL VERTICAL FACES ABUTTING CONCRETE PAVEMENT. CLASS 3,4,5 OR 7 JOINT SEALANT SHALL BE USED TO SEAL JOINT. 11. USE STANDARD LENGTHS WHEN STUBBING OUT STORM PIPE. USE STANDARD LENGTHS WHEN STUBBING OUT STORM PIPE. 12. INLETS MAY BE OF PRECAST CONSTRUCTION, WITH GOVERNMENT APPROVED INLETS MAY BE OF PRECAST CONSTRUCTION, WITH GOVERNMENT APPROVED SUBMITTALS.

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DATE:

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SOLICITATION NUMBER.:

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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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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

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W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CU960-dtl

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MICHAEL DAVID DE LEON

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CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

AutoCAD SHX Text 04/12/2019

US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

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SHEET OF 058

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WIDTHS "W"

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BARS

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BILL OF REINFORCING STEEL

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3FT

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4FT

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5FT

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WIDTHS "W"

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3FT

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4FT

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5FT

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WIDTHS "W"

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3FT

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4FT

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5FT

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WIDTHS "W"

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3FT

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4FT

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5FT

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STEPS

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OPENING LENGTH "L"= 5 FT

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OPENING LENGTH "L"= 20 FT

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OPENING LENGTH "L"= 15 FT

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OPENING LENGTH "L"= 10 FT

AutoCAD SHX Text 3'-6"

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LIFTING RING

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BARS

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BARS

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BARS

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SIDE SECTION

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(FOR USE WITH 15' & 20' INLETS)

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RING

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COVER

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CORRUGATIONS TO BE 1/4" W X 1/8" H

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2'- 0" TO LIP OF GUTTER

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BARS "N"

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BARS "M"

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END VIEW

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TOP VIEW

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2" RAD.

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5'-0" OPENING "L"

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10'-0" OPENING "L"

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15'-0" OPENING "L"

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20'-0" OPENING "L"

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SUMMARY OF QUANTITIES FOR STREET INLETS

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AutoCAD SHX Text 13.36

AutoCAD SHX Text 14.32

AutoCAD SHX Text 15.29

AutoCAD SHX Text

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3'-9"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 5'-9"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 10-0"

AutoCAD SHX Text

DEPTH "D"

AutoCAD SHX Text

ALL WIDTHS AND LENGTHS

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

CONC. C.Y.

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

DEPTH "D"

AutoCAD SHX Text

BARS "N"

AutoCAD SHX Text

BARS "M"

AutoCAD SHX Text SEE SHEET CU-960 FOR CURB INLET DETAILS.SHEET CU-960 FOR CURB INLET DETAILS. FOR CURB INLET DETAILS.

AutoCAD SHX Text

REF

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

RING & COVER DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

TRANSVERSE BEAM DETAIL

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NTS

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DATE:

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SOLICITATION NUMBER.:

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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

AutoCAD SHX Text

FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text D

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AutoCAD SHX Text S

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AutoCAD SHX Text T

AutoCAD SHX Text A

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AutoCAD SHX Text G

AutoCAD SHX Text N

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AutoCAD SHX Text A

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text

B. BEECHAM

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text 04/10/2019

AutoCAD SHX Text

W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CU961-dtl

AutoCAD SHX Text

MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

AutoCAD SHX Text

CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

54321 5

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BARS "E" 3/8" DIA. @12" O.C.

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BARS "A"

AutoCAD SHX Text

BARS "A"

AutoCAD SHX Text

BARS "B"

AutoCAD SHX Text

BARS "D" 3/8" DIA. @ 8" O.C.

AutoCAD SHX Text

BARS "C" 3/8" DIA. @ 8" O.C.

AutoCAD SHX Text

BARS "C"

AutoCAD SHX Text

BARS "D"

AutoCAD SHX Text

4'-0" FOR <10' HEIGHT 5'-0" FOR >10' HEIGHT

AutoCAD SHX Text PROVIDE 3/8" PREMOLDED EXPANSION JOINT BETWEEN M.H. AND CONCRETE PAVEMENT AND SEAL WITH HOT POURED RUBBER.

AutoCAD SHX Text

BARS "A"-3/8" DIA. SPACED AS SHOWN

AutoCAD SHX Text

BARS "J"-3/8" DIA. SPACED AS SHOWN

AutoCAD SHX Text REFER TO EL PASO SUBDIVISION DESIGN STANDARDS 2-16 AND 2-17 FOR MANHOLE RING AND COVER.

AutoCAD SHX Text NOTE: STRUCTURAL CONCRETE TO BE MIN. 4000 psi UNLESS NOTED OTHERWISE.

AutoCAD SHX Text A

AutoCAD SHX Text

DIA. OF STM. SEW.

AutoCAD SHX Text T

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text 18"-30"

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text T

AutoCAD SHX Text

BARS "A"

AutoCAD SHX Text

BARS "B"

AutoCAD SHX Text

BARS "A" 3/8" DIA. @ 8" O.C.

AutoCAD SHX Text

BARS "B" 3/8" DIA. @ 12" O.C.

AutoCAD SHX Text

1/2" EXPANSION JOINT MATERIAL ON ALL SIDES

AutoCAD SHX Text

MATCH PAVEMENT SLOPES (2% MAX.) WHERE MANHOLE IS LOCATED IN STREET.

AutoCAD SHX Text

AutoCAD SHX Text d = DEPTH OF BEDDING MATERIAL BELOW PIPE. H = BACKFILL COVER ABOVE TOP OF PIPE.

AutoCAD SHX Text TRENCH WIDTHS SHOWN ARE MINIMUM FOR PROPER PLACEMENT AND COMPACTION OF EMBEDMENT AND BACKFILL.

AutoCAD SHX Text

EMBEDMENT MATERIAL CLASS I CRUSHED ROCK

AutoCAD SHX Text

NATURAL GROUND OR ROCK

AutoCAD SHX Text

PIPE DIAMETER (INCHES)

AutoCAD SHX Text

TRENCH WIDTH (FEET)

AutoCAD SHX Text 15 18 21 24 27 33 36 42 48 54 60 66 72 78 84 90 96

AutoCAD SHX Text

3.0 3.4 3.8 4.1 4.5 5.2 5.6 6.3 7.0 7.8 8.5 9.2 10.0 10.7 11.4 12.1 12.9

AutoCAD SHX Text

COMPACTED BACKFILL TO 95% MIN. DENSITY - 6" LIFTS

AutoCAD SHX Text

COMPACTED BACKFILL 95% MODIFIED PROCTOR MINIMUM DENSITY

AutoCAD SHX Text GENERAL NOTES: 1. FOR H>10' DESIGN MUST BE CHECKED. UNLIMITED TRENCH WIDTH WILL NOT BE FOR H>10' DESIGN MUST BE CHECKED. UNLIMITED TRENCH WIDTH WILL NOT BE PERMITTED FOR CLASS III PIPE AND HIGHER TYPE PIPE EMBEDMENT MAY BE REQUIRED. 2. TOP 24" OF BACKFILL MUST BE COMPACTED TO 95% DENSITY UNDER PAVEMENT. TOP 24" OF BACKFILL MUST BE COMPACTED TO 95% DENSITY UNDER PAVEMENT. SUBGRADE STABILIZATION UNDER STREET PAVEMENT SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY AT + 2% OF OPTIMUM MOISTURE TO THE DEPTH SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS. 3. WHERE STREET OR ALLEY IS CROSSED BY THE STORM SEWER A 95% MODIFIED WHERE STREET OR ALLEY IS CROSSED BY THE STORM SEWER A 95% MODIFIED PROCTOR MIN. DENSITY WILL BE REQUIRED UP TO BOTTOM OF PROPOSED SUBGRADE. 4. INSTALLATION WILL BE AS SHOWN OR AS DESCRIBED IN THE GENERAL SPECIFICATIONS INSTALLATION WILL BE AS SHOWN OR AS DESCRIBED IN THE GENERAL SPECIFICATIONS FOR CONSTRUCTION. 5. TRENCH WIDTHS BASED ON 1.25 Bc+1.0 WHERE Bc IS THE OUTSIDE DIAMETER OF TRENCH WIDTHS BASED ON 1.25 Bc+1.0 WHERE Bc IS THE OUTSIDE DIAMETER OF THE PIPE IN FEET.

AutoCAD SHX Text

TOP OF SUBGRADE

AutoCAD SHX Text SELECT BACKFILL SALVAGED FROM TRENCH EXCAVATION MUST BE CLEAN AND FREE OF LARGE ROCKS. IT MUST BE APPROVED BY THE ENGINEER AND STOCKPILED FOR USE WHEN NEEDED. IF ACCEPTABLE MATERIAL IS NOT AVAILABLE, FLOWABLE BACKFILL WILL BE REQUIRED. 95% PROCTOR MIN. DENSITY

AutoCAD SHX Text

27" OR SMALLER

AutoCAD SHX Text 3"

AutoCAD SHX Text D (Inside Diameter)

AutoCAD SHX Text d (Min)

AutoCAD SHX Text

DEPTH OF BEDDING MATERIAL BELOW PIPE

AutoCAD SHX Text

30" TO 60"

AutoCAD SHX Text 4"

AutoCAD SHX Text

66" & LARGER

AutoCAD SHX Text 6"

AutoCAD SHX Text

REF

AutoCAD SHX Text

REINFORCED CONCRETE CLASS III

AutoCAD SHX Text

PIPE INSTALLATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

TYPE "A" STORM SEWER MANHOLE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

MANHOLE TOP PLAN

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NTS

AutoCAD SHX Text

DATE:

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SOLICITATION NUMBER.:

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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

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DALLAS, TEXAS 75202

AutoCAD SHX Text

FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text D

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AutoCAD SHX Text F

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AutoCAD SHX Text C

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AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

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AutoCAD SHX Text G

AutoCAD SHX Text N

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AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text

B. BEECHAM

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text 04/10/2019

AutoCAD SHX Text

W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CU962-dtl

AutoCAD SHX Text

MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

AutoCAD SHX Text

CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

US Army Corps of Engineers

Fort Worth District

SHEET

IDENTIFICATION

54321 5

SHEET OF 058

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AutoCAD SHX Text

MATCH SLOPE AS SHOWN IN PLANS

AutoCAD SHX Text S

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

TOE WALL

AutoCAD SHX Text

BEGIN BEVEL OF PIPE

AutoCAD SHX Text 3:1

AutoCAD SHX Text 4:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 6:1

AutoCAD SHX Text

BREAK LINE

AutoCAD SHX Text

CONC. PIPE

AutoCAD SHX Text

3 " RADIUS (APPROX.)

AutoCAD SHX Text 3:1

AutoCAD SHX Text "L"

AutoCAD SHX Text

PIPE DIA. (IN.)

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

SAFETY END TREATMENT PIPE LENGTHS

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-7"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-7"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 5'-1"

AutoCAD SHX Text 6'-10"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 10'-3"

AutoCAD SHX Text 6'-9"

AutoCAD SHX Text 9-0"

AutoCAD SHX Text 11'-3"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 11'-4"

AutoCAD SHX Text 14'-2"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 16'-10"

AutoCAD SHX Text 20'-3"

AutoCAD SHX Text 11'-9"

AutoCAD SHX Text 15'-8"

AutoCAD SHX Text 19'-7"

AutoCAD SHX Text 23'-6"

AutoCAD SHX Text

SINGLE PIPE: PIPE DIA.+36"

AutoCAD SHX Text

1' MIN. (DRIVEWAYS) 2' MIN. (TURNOUTS)

AutoCAD SHX Text

TO BE SET AT PROP. FLOWLINES (BOTH SIDES)

AutoCAD SHX Text

SLOPE TO MATCH DITCH GRADE

AutoCAD SHX Text NOTE: 1. ALL EXCAVATION AND BACKFILL REQUIRED ALL EXCAVATION AND BACKFILL REQUIRED AT ALL PIPE SIDE DRAIN CONNECTIONS, ADJUSTMENTS AND/OR EXTENSIONS WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE SUBSIDIARY TO THE BID ITEMS INVOLVED AND IN ACCORDANCE WITH TXDOT ITEM 400 "STRUCTURAL EXCAVATION". 2. USE STANDARD LENGTHS WHEN STUBBING USE STANDARD LENGTHS WHEN STUBBING OUT STORM PIPE.

AutoCAD SHX Text 4:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 6:1

AutoCAD SHX Text 10'-1 1/2"

AutoCAD SHX Text WIRE REINFORCEMENT SHALL BE 6" x 6" W3 x W3 (No. 6 GAUGE) WELDED WIRE FABRIC OR #3 BARS AT 18" C.C.

AutoCAD SHX Text

PIPE REINFORCING SHOULD EXTEND PAST BREAK LINE AND BE FIELD BENT INTO RIPRAP

AutoCAD SHX Text

REF

AutoCAD SHX Text

SAFETY END TREATMENT PLAN VIEW

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

SAFETY END TREATMENT ELEVATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

SAFETY END TREATMENT

AutoCAD SHX Text

TYPICAL SIDEDRAIN ELEVATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

BEGIN BEVEL OF PIPE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

MULTIPLE PIPES: VARIES WITH NO. OF PIPES

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

END OF PIPE

AutoCAD SHX Text

TOP OF BEVELED PIPE

AutoCAD SHX Text

PROPOSED F.L.

AutoCAD SHX Text

RIPRAP TOE LENGTHS

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text "R"

AutoCAD SHX Text "T"

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.2

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.9

AutoCAD SHX Text 2.2

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.8

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.9

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.6

AutoCAD SHX Text 4.1

AutoCAD SHX Text 0.9

AutoCAD SHX Text 3:1

AutoCAD SHX Text

PIPE DIA. (IN.)

AutoCAD SHX Text

ESTIMATED RIPRAP CL "C" VOLUME (CY)

AutoCAD SHX Text

AutoCAD SHX Text 4:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 6:1

AutoCAD SHX Text

* FOR CONTRACTORS INFORMATION ONLY (SINGLE PIPE)

AutoCAD SHX Text

POND BOTTOM

AutoCAD SHX Text

(GROUTED) ROCK RIPRAP

AutoCAD SHX Text

RIPRAP TO MATCH TOP OF ADJACENT SLOPES AND POND BOTTOM

AutoCAD SHX Text

SAFETY END TREATMENT (OUTLET STRUCTURE)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

POND BOTTOM

AutoCAD SHX Text

SAFETY END TREATMENT (OUTLET STRUCTURE)

AutoCAD SHX Text

(GROUTED) ROCK RIPRAP

AutoCAD SHX Text

S = SIDE SLOPE OF POND

AutoCAD SHX Text A

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

(GROUTED) ROCK RIPRAP

AutoCAD SHX Text

POND BOTTOM

AutoCAD SHX Text

AMOCO 2019 WOVEN GEOTEXTILE OR APPROVED EQUAL

AutoCAD SHX Text

(NON-GROUTED) ROCK RIPRAP

AutoCAD SHX Text

RIPRAP TO MATCH TOP OF ADJACENT SLOPES AND POND BOTTOM

AutoCAD SHX Text

SAFETY END TREATMENT (OUTLET STRUCTURE)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

POND BOTTOM

AutoCAD SHX Text

SAFETY END TREATMENT (OUTLET STRUCTURE)

AutoCAD SHX Text

(NON-GROUTED) ROCK RIPRAP OVER GEOTEXTILE

AutoCAD SHX Text

S = SIDE SLOPE OF POND

AutoCAD SHX Text A

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

(NON-GROUTED) ROCK RIPRAP OVER GEOTEXTILE

AutoCAD SHX Text

REF

AutoCAD SHX Text

SAFETY END TREATMENT SEC. A-A

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

SAFETY END TREATMENT SEC. B-B

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

DETENTION POND OUTLET -

AutoCAD SHX Text

EROSION PROTECTION (GROUTED)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

DETENTION POND OUTLET -

AutoCAD SHX Text

EROSION PROTECTION (NON-GROUTED)

AutoCAD SHX Text

NTS

AutoCAD SHX Text PROVIDE FRAGMENTS SIZED SO THAT NO INDIVIDUAL FRAGMENT EXCEEDS A WEIGHT OF 150 POUNDS AND THAT NO MORE THAN 10 PERCENT OF THE MIXTURE, BY WEIGHT, CONSISTS OF FRAGMENTS WEIGHING 2 POUNDS OR LESS EACH. PROVIDE ROCK WITH A MINIMUM SPECIFIC GRAVITY OF 2.50.

AutoCAD SHX Text

DRIVEWAY OR TURNOUT WIDTH TO MATCH EXIST. PAVEMENT

AutoCAD SHX Text

EDGE OF SHOULDER

AutoCAD SHX Text

NOTE: USE STANDARD LENGTHS WHEN STUBBING OUT STORM PIPE.

AutoCAD SHX Text

NOTE: USE STANDARD LENGTHS WHEN STUBBING OUT STORM PIPE.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SOLICITATION NUMBER.:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

CONTRACT NUMBER.:

AutoCAD SHX Text

FILE NUMBER.:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

SIZE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DALLAS, TEXAS 75202

AutoCAD SHX Text

FIRM REGISTRATION NO. F-761

AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text O

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AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text

B. BEECHAM

AutoCAD SHX Text

M. DE LEON

AutoCAD SHX Text 04/10/2019

AutoCAD SHX Text

W912DY-09-D-0067

AutoCAD SHX Text RFB76557-127DL1-CU963-dtl

AutoCAD SHX Text

MICHAEL DAVID DE LEON

AutoCAD SHX Text 91753

AutoCAD SHX Text

CONFORMANCE SET

AutoCAD SHX Text W9126G-19-B-3284

055 CU960-dtl-Layout1

Sheets and Views

Layout1

056 CU961-dtl-Layout1

Sheets and Views

Layout1

057 CU962-dtl-Layout1

Sheets and Views

Layout1

058 CU963-dtl-Layout1

Sheets and Views

Layout1

File details come from the government source that posted it.