Print Size Drawings.pdf

PDF 2 MB Posted Aug 21, 2020

Attached to: Cherokee Chute Embankment Repair
Solicitation number: W912BV20B0004
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

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Written by GovTribe AI · Dec 28, 2023

This solicitation package includes drawings and specifications for a rock dike construction project. The objective of the project is to construct rock dikes at Sections B, D, and E, place a traffic bound surface course pavement at Sections A, B, C, and D, and re-grade an existing drainage ditch. The work will take place at Cherokee Chute in Oklahoma. The solicitation number is W912BV20B0004 and was issued by the Department of the Army Corps of Engineers Engineering District Tulsa. The contractor will provide all labor, materials, equipment and supervision to complete the rock dike construction and drainage improvements according to the drawings and contract documents.

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US Army Corps of Engineers

Tulsa District

SOLICITATION # W912BV20B0004

W.D. MAYO LOCK & DAM 14

LE FLORE & SEQOUYAH COUNTIES, OKLAHOMA

CHEROKEE CHUTE AND

EMBANKMENT REPAIR

FY2020 FLOOD SUPPLEMENTAL

CONTRACT # W912BVXXXXXXX

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US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

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VICINITY MAP

NTS

REVIEWED BY:

SHAWN PAINTER, P.E.

CHIEF, ENGINEERING BRANCH

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY

CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS

INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPROVED BY:

_________________________________________________DATE: _______________

DANIEL (WADE) ANDERSON, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

PROJECT LOCATION

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18 MAR 2020

INDEX TO DRAWINGS

DRAWING NO. TITLE

G-100 INDEX OF DRAWINGS & VICINITY MAP

G-101 PROJECT LOCATION MAP

C-100 ROCK DIKE - SECTION A

C-101 ROCK DIKE - SECTION B

C-102 ROCK DIKE - SECTION C

ROCK DIKE - SECTION D

C-103 ROCK DIKE - SECTION E

C-104 DIKE SECTION DETAIL

C-105 DRAINAGE DITCH GRADING PLAN

C-106 AS-BUILT (REFERENCE ONLY)

C-107 AS-BUILT (REFERENCE ONLY)

C-108 AS-BUILT (REFERENCE ONLY)

C-109 AS-BUILT (REFERENCE ONLY)

C-110 AS-BUILT (REFERENCE ONLY)

C-111 AS-BUILT (REFERENCE ONLY)

C-112 AS-BUILT (REFERENCE ONLY)

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DALLAS

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FT WORTH

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LUBBOCK

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AMARILLO

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ABILENE

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AUSTIN

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HOUSTON

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ENID

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ELK CITY

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LAWTON

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ADA

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TULSA

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EDMOND

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HUGO

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ARDMORE

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HENRYETTA

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MUSKOGEE

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TOPEKA

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EMPORIA

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ELDORADO

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ARKANSAS CITY

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WICHITA

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SALINA

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GREAT BEND

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DODGE CITY

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HUTCHINSON

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GARDEN CITY

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KANSAS CITY

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OKLAHOMA CITY

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WICHITA FALLS

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SAN ANTONIO

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TEXAS

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LOUISIANA

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MISSOURI

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COLORADO

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NEBRASKA

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NEW MEXICO

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OKLAHOMA

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SECTION C

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SECTION A

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SECTION B

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SECTION E

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DRAINAGE REGRADE

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SECTION D

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W.D. MAYO LOCK & DAM 14

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ACCESS ROAD (N4750)

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ACCESS ROAD (RE: C-105)

GENERAL NOTES: 1. POINTS OF BEGINNING AND ENDING OF SECTIONS TO BE FIELD LOCATED BY GOVERNMENT PRIOR TO CONSTRUCTION. POINTS OF BEGINNING AND ENDING OF SECTIONS TO BE FIELD LOCATED BY GOVERNMENT PRIOR TO CONSTRUCTION. 2. AERIAL PHOTOGRAPHY IS DATED 12 JUNE 2019 (GOOGLE EARTH) AND IS LATEST IMAGERY. AERIAL PHOTOGRAPHY IS DATED 12 JUNE 2019 (GOOGLE EARTH) AND IS LATEST IMAGERY. 3. PONDING WATER FLUCTUATES AND MAY OR MAY NOT BE PRESENT AT ANY TIME PONDING WATER FLUCTUATES AND MAY OR MAY NOT BE PRESENT AT ANY TIME 4. CONTRACTOR SHALL COORDINATE WITH OPERATIONS TO CLOSE OFF AREAS TO PUBLIC AND SHALL GIVE OPERATIONS 48 HOUR NOTICE PRIOR TO ALL CLOSURES.CONTRACTOR SHALL COORDINATE WITH OPERATIONS TO CLOSE OFF AREAS TO PUBLIC AND SHALL GIVE OPERATIONS 48 HOUR NOTICE PRIOR TO ALL CLOSURES.

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GRADE TO HAUL

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MEET AND MATCH EXISTING GRADES

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18 INCH QUARRY RUN STONE (RE: C-104 FOR DIMENSIONS)

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MEET AND MATCH EXISTING GRADES

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TRAFFIC BOUND SURFACE COURSE (RE: C-104 FOR DIMENSIONS)

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MEET AND MATCH EXISTING GRADES

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MEET AND MATCH EXISTING GRADES

TRAFFIC BOUND SURFACE COURSE (RE: C-104 FOR DIMENSIONS)

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AutoCAD SHX Text 18 INCH QUARRY RUN STONE ONLY; NO TRAFFIC BOUND SURFACE COURSE (RE: C-104 FOR DIMENSIONS)

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MEET AND MATCH EXISTING GRADES

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AutoCAD SHX Text DIMENSIONS SECTION W1 (FT) W2 (FT) H (FT) S (FT) E1 (FT) E2 (FT) W1 (FT) W2 (FT) H (FT) S (FT) E1 (FT) E2 (FT) W2 (FT) H (FT) S (FT) E1 (FT) E2 (FT) H (FT) S (FT) E1 (FT) E2 (FT) S (FT) E1 (FT) E2 (FT) E1 (FT) E2 (FT) E2 (FT) A * * * * * * * * * * * * * * * * * * * * * * * * * * * B 2 ** VARIES 2 419 ** 2 ** VARIES 2 419 ** ** VARIES 2 419 ** VARIES 2 419 ** 2 419 ** 419 ** ** C *** 14 *** *** *** *** *** 14 *** *** *** *** 14 *** *** *** *** *** *** *** *** *** *** *** *** *** *** D *** 14 *** *** *** *** *** 14 *** *** *** *** 14 *** *** *** *** *** *** *** *** *** *** *** *** *** *** E 30 **** VARIES 2 414 **** 30 **** VARIES 2 414 **** **** VARIES 2 414 **** VARIES 2 414 ****2 414 ****414 ********

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TRAFFIC BOUND SURFACE COURSE

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EXISTING GRADE

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QUARRY RUN STONE

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* CONTRACTOR SHALL CONSTRUCT "SECTION A" TO SUFFICIENTLY USE AS PROJECT HAUL ROAD. SURFACE ELEVATION WILL VARY. CONSTRUCTED ROAD TO BE LEFT IN PLACE AFTER PROJECT COMPLETION. ** "SECTION B" TO RECEIVE QUARRY RUN STONE ONLY; NO TBSC. QUARRY RUN STONE SHALL BE PLACED TO AN ELEVATION OF 419 WITH A +6 INCH TOLERANCE. *** "SECTIONS C & D" TO RECEIVE TBSC (6 INCH DEPTH) ONLY; NO QUARRY RUN STONE. TBSC TO PLACED ONTO EXISTING GRADE TO CREATE DRIVEABLE SURFACE FOR LIGHT DUTY TRUCK. **** SECTION E TO RECEIVE QUARRY RUN STONE ONLY; NO TBSC

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NOTES:

1. CONTRACTOR SHALL GRADE DITCH TO DRAIN FROM OUTLET PIPE (RE: C-106) TO EXISTING GROUTED RIPRAP.

2. CONTRACTOR TO MEET AND MATCH EXISTING FLOWLINE ELEVATION OF GROUTED RIPRAP.

3. CONTRACTOR SHALL NOT DISTURB NOR DAMAGE EXISTING GROUTED RIPRAP.

4. EXCAVATED MATERIALS FROM DITCH TO BE PLACED IN AREA SHOWN ABOVE AND SPREAD EVENLY.

5. CONTRACTOR SHALL COORDINATE WITH OPERATIONS TO CLOSE OFF AREAS TO PUBLIC AND SHALL GIVE OPERATIONS 48 HOUR NOTICE PRIOR TO ALL CLOSURES.

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TRAPEZOIDAL DITCH WITH 5 FT (MINIMUM) BOTTOM AND 3:1 SIDE SLOPES.

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MATCH EXISTING INVERT ELEVATION (RE: C-106)

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GRADE TO DRAIN

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MATCH EXISTING FLOWLINE ELEVATION

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~800 LF

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EXCAVATED MATERIALS AND DEBRIS DISPOSAL AREA

ACCESS AND HAUL ROAD

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DITCH TO BE REGRADED

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DITCH OUTFALL (RE: C-108)

DITCH INFLOW (RE: C-107)

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REFERENCE

NUMBER

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C-107

C H

E R

O K

A N

K M

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A I R

F Y

L O

A G

U P

P L E

M E

N T

A L

L O

A Y

REFERENCE ONLY

W B

V B

UPSTREAM FLOWLINE ELEVATION

A A

US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

P L

L E

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W N

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S I G

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SHEET

REFERENCE

NUMBER

S Y

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S C

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C-108

C H

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A N

K M

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REFERENCE ONLY

W B

V B

AutoCAD SHX Text

DITCH OUTFALL

A A

US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

P L

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W E

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A W

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REFERENCE

NUMBER

S Y

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S C

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C-109

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REFERENCE ONLY

W B

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A A

US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

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NUMBER

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C-110

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A A

US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

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D E

S I G

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SHEET

REFERENCE

NUMBER

S Y

M B

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D E

S C

R I P

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2 3 4 5

H I L

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C-111

C H

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A N

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F Y

L O

A G

U P

P L E

M E

N T

A L

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W B

V B

A A

US ARMY CORPS

OF ENGINEERS

TULSA DISTRICT

P L

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REFERENCE

NUMBER

S Y

M B

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D E

S C

R I P

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2 3 4 5

H I L

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C-112

C H

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A N

K M

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A I R

F Y

L O

A G

U P

P L E

M E

N T

A L

L O

A Y

REFERENCE ONLY

W B

V B

SECTION C DIKE TOP WIDTH

COVER Cherokee Chute Erosion Repair 2020-07-14-Layout1

G-100 Cherokee Chute Erosion Repair 2020-07-14-Layout1

G-101 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-100 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-101 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-102 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-103 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-104 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-105 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-106 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-107 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-108 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-109 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-110 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-111 Cherokee Chute Erosion Repair 2020-07-14-Layout1

C-112 Cherokee Chute Erosion Repair 2020-07-14-Layout1

File details come from the government source that posted it. Updated Aug 21, 2020.