Copan TD 100PCT 29APR2022.pdf

PDF 12 MB Posted Jun 27, 2022

Attached to: Copan Toe Drain Replacement Federal contract opportunity
Solicitation number: W912BV22R0032
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity is for the Copan Toe Drain Replacement project in Copan, Oklahoma. The solicitation seeks a total small business set-aside, firm-fixed price construction contract to replace the toe drain system and remove and replace road culverts on the Copan dam toe road. The work includes installing new pipes, sand and gravel filter, manholes, and removing the existing relief well collection system and laterals to connect relief wells to the new drain line. The contractor must also repair any damages to the existing asphalt and gravel roads. The solicitation number is W912BV22R0032 and is issued by the Department of the Army Corps of Engineers Engineering District Tulsa. Interested parties should visit the provided link for more details on the opportunity.

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Other files for this federal contract opportunity

Other files attached to Copan Toe Drain Replacement, newest first.
File	Type	Posted
W912BV22R0032_Copan Toe Drain_AM0006.pdf	PDF	Aug 3, 2022
W912BV22R0020_AM0005.pdf	PDF	Jul 29, 2022
W912BV22R0032_AM0003.pdf	PDF	Jul 19, 2022
W912BV22R0032_0002.pdf	PDF	Jul 15, 2022
W912BV22R0032_AM0001.pdf	PDF	Jul 7, 2022
Copan Lake Foundation Report No. 3.pdf	PDF	Jun 27, 2022
Copan Lake Foundation Report No. 1.pdf	PDF	Jun 27, 2022
Copan Lake Foundation Report No. 2.pdf	PDF	Jun 27, 2022
W912BV22R0032_RFP Package.pdf	PDF	Jun 27, 2022

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SOLICITATION NO.: W912BV-22-R-0032

CONTRACT NO.: TBD

ISSUE DATE: 29APR2022

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US Army Corps of Engineers ®

LITTLE CANEY RIVER, OKLAHOMA

COPAN DAM

TOE DRAIN REPLACEMENT

FY 2022

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.

SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL

DRAWINGS IN THE SET AS INDEXED. 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.

REVIEWED BY:

SHAWN PAINTER, P.E.

CHIEF, ENGINEERING BRANCH

APPROVED BY:

KATHRYN A. WHITE, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

PROJECT

LOCATION

LOCATION MAP

NTS

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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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ARKANSAS

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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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PROJECT LOCATION

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GENERAL NOTES:

1. UNDERGROUND FACILITIES, STRUCTURES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. UTILITIES ARE NOT SHOWN. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL POTHOLE TO LOCATE AND PROTECT ALL EXISTING BURIED UTILITY LINES, WHETHER OR NOT SHOWN ON THESE DRAWINGS, DURING THE COURSE OF CONSTRUCTION. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER.

2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AND MAINTAIN DURING CONSTRUCTION ALL

SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE SITE.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE GOVERNMENT TO MINIMIZE TRAFFIC INTERFERENCE

AND OPERATIONS OF THE FACILITIES.

4. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT SITE, UNLESS OTHERWISE NOTED OR DIRECTED BY THE

GOVERNMENT.

5. EXISTING INFORMATION ON THESE PLANS AND THIS SHEET ARE APPROXIMATE.

6. CONTRACTOR MUST FIELD VERIFY ALL LOCATIONS, DEPTHS, AND TOPOGRAPHY.

7. THESE SHEETS WERE PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE VISITS, ETC. THE

INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

8. AT THE DISCRETION OF THE CONTRACTING OFFICER, CONSTRUCTION WILL BE STOPPED FOR POOL ELEVATIONS ABOVE

725 FEET AND TAILWATER ELEVATIONS ABOVE 685 FEET.

DEMOLITION AND CLEARING NOTES:

1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO ENVIRONMENTAL

REQUIREMENTS, DISPOSAL OF DEBRIS, BURNING DEBRIS ON SITE, AND USE OF HERBICIDES.

2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING

JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.

3. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH GOVERNMENT'S ON-SITE OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS. PROVIDE NOT LESS THAN 3 WORKING DAYS NOTICE OF ACTIVITIES

THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.

4. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING:

a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER.

b. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARKED IN THE FIELD.

c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED.

5. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH LOCAL UTILITY GROUPS.

6. CONTRACTOR TO PROVIDE A MINIMUM OF 2 WORKING DAYS NOTICE TO ALL LOCAL UTILITY GROUPS BEFORE DIGGING.

7. COORDINATE ALL SITE DEMOLITION WITH PROPOSED SITE IMPROVEMENTS.

8. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE UTILITY TO THE CONTRACTING OFFICER'S SATISFACTION SHALL BE AT THE CONTRACTORS

EXPENSE.

9. ALL EXISTING TOE DRAINS AND RELIEF WELL DRAINS MUST BE REMOVED ONCE THE OPTION IS EXERCISED TO REPLACE THEIR SEGMENT. NO UNDERGROUND ACTIVE DRAINS, MANHOLES, OR CULVERTS ARE TO REMAIN IN PLACE AFTER

CONSTRUCTION UNLESS SPECIFIED ON THE DRAWINGS.

10. TOPSOIL STRIPPING:

a. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.

b. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH

UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS.

c. REMOVE SUBSOIL AND NON-SOIL MATERIALS FROM TOPSOIL, INCLUDING TRASH, DEBRIS, WEEDS, ROOTS, AND

OTHER WASTE MATERIALS.

d. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST. LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES. DO NOT STOCKPILE TOPSOIL WITHIN TREE PROTECTION ZONES. STOCKPILE

SURPLUS TOPSOIL TO ALLOW FOR RESPREADING.

EARTHWORK NOTES:

1. COORDINATE ALL SITE IMPROVEMENTS WITH NEW UNDERGROUND UTILITIES.

2. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE CONTRACTING OFFICER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES AND

SLOPES SPECIFIED WITHIN THE PLANS.

4. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PURSUANT TO OSHA AND EM-385-1-1

REQUIREMENTS.

5. EXCAVATION TRENCH MUST BE LIMITED TO 300 FEET OF LENGTH TO ENABLE QUICK BACKFILLING DURING HIGH POOL

ELEVATIONS, AS DIRECTED BY THE CONTRACTING OFFICER.

UTILITY NOTES:

1. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT AREA UTILITY DEPARTMENTS FOR

VERIFICATION OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.

2. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL

BE REPORTED TO THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE GOVERNMENT TO MINIMIZE TRAFFIC INTERFERENCE.

GOVERNMENT SHALL BE ALLOWED FULL ACCESS TO AND OPERATION OF AREA AND SURROUNDING ADJOINING

FACILITIES.

4. EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND FIELD INVESTIGATIONS. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK AREAS. THE CONTRACTING OFFICER SHALL BE NOTIFIED UPON DISCOVERY OF ANY DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK OR DISCOVERY OF UNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION. NOTIFICATION

SHALL BE DONE IN A TIMELY MANNER.

5. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY

BARRICADES AT THE END OF THE DAY.

6. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE CONSTRUCTED

CONDITIONS OF ALL WORK INSTALLED.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.

2. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A "STORMWATER POLLUTION PREVENTION PLAN (SWP3). THE SWP3 SHALL BE IN ACCORDANCE WITH THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE SYSTEM (NPDES) PERMIT

AND SHALL OUTLINE "BEST MANAGEMENT PRACTICES" TO BE USED THROUGHOUT THE PROJECT.

3. THE "EROSION CONTROL PLAN" CONTAINED WITHIN THIS PLAN SHALL BE ADJUSTED AS REQUIRED DURING THE PHASING AND PERFORMANCE OF THE CONSTRUCTION. ADDITIONAL MEASURES SHALL BE ADDED AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS, AS WELL AS THE

APPROPRIATE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE PERMIT (NPDES).

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT SEDIMENT-LADEN AND OTHER POLLUTANTS FROM LEAVING THE CONSTRUCTION AREAS AND ENTERING EXISTING STORM WATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES BEYOND THOSE SHOWN ON THESE PLANS MAY BE NECESSARY DURING CONSTRUCTION, INCLUDING TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER

SILT TRAPPING MEASURES.

5. ALL BEST MANAGEMENT CONTROL PRACTICES SHALL BE INSPECTED BY THE CQC SYSTEM MANAGER AT LEAST EVERY 14 DAYS AND FOLLOWING A STORM EVENT OF 0.5 INCHES OR GREATER. A WRITTEN LOG SHALL BE MAINTAINED ON SITE OF

ALL INSPECTIONS.

6. IF EROSION CONTROL REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORTS IDENTIFYING THE

PROBLEM.

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LINETYPES AND SYMBOLS

PIEZOMETER

RELIEF WELL

PROPOSED RELIEF WELL PIPE

PROPOSED PERFORATED TOE DRAIN

DETAIL CALLOUT

48 INCH MANHOLE

5'X10' MANHOLE

SD SD

CP CP CP CP

1,2,3

CU-501

L ANGLE

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

CB CATCH BASIN

CE COVER ELEVATION

CEM CEMENT

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CND CONDUIT

CO CLEANOUT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

COV COVER

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CUL CULVERT

CU YD CUBIC YARDS

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DR DRAIN

DT DRAIN TILE

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ENCL ENCLOSE(URE)

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXC EXCAVATE

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

FIG FIGURE

FLEX FLEXIBLE

FN FENCE

FR FRAME

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FUT FUTURE

G NATURAL GAS

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

GEN GENERAL

GFE GOVERNMENT-FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED

EQUIPMENT CONTRACTOR INSTALLED

GKT GASKET(ED)

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GR LN GRADE LINE

GRTG GRATING

GT GROUT

HK HOOK(S)

HNDRL HANDRAIL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INTM INTERMEDIATE

INV INVERT

LAD LADDER

LB LAG BOLT

LB POUND

LBL LABEL

LG LENGTH

LIN LINEAR

MES METAL EDGE STRIP

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MOD. MODIFIED

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OPNG OPENING

OPS OPERATIONS

P POLE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PI POINT OF INTERSECTION

PL PROPERTY LINE

PLAT PLATFORM

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PRKG PARKING

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

MOE. POINT

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

1/4 RND QUARTER ROUND

QTY QUANTITY

R RISER

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RH RIGHT HAND

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RW RELIEF WELL

S SOUTH

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SECT SECTION

SEQ SEQUENCE

SHLDR SHOULDER

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STD STANDARD

SYS SYSTEM

TAN TANGENT

TD TOE DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

THRES THRESHOLD

TO TOP OF

TOPO TOPOGRAPHY

TOR TOP OF RISER

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UTIL UTILITY

VERT VERTICAL

VOL VOLUME

VR VAPOR RETARDER

W WEST

W/ WITH

W/O WITHOUT

WS WATERSTOP

WT WEIGHT

WTH WIDTH

YD YARD

ABBREVIATIONS

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· EXISTING INFORMATION ON THESE PLANS AND THIS SHEET ARE APPROXIMATE.

· CONTRACTOR MUST FIELD VERIFY ALL LOCATIONS, DEPTHS, AND TOPOGRAPHY.

· CONSTRUCTION OF NEW TOE DRAIN MUST MAINTAIN ORIGINAL GRADES AND ELEVATIONS AS SHOWN ON DRAWINGS. EXISTING OUTLET

ELEVATION MUST BE MAINTAINED. BASE GRADES AND ELEVATIONS FROM CURRENT OUTLET ELEVATION.

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H O

N G

N A

N D

P R

R-204

D :\F

P R

\C O

T D

\D W

G 'S

R -2

N A

N D

P R

.D W

G 7:

C _N

C S_

4_ M

O N

O .C

5E C

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N G

N S

R-301

D :\F

P R

\C O

T D

\D W

G 'S

R -3

N S.

D W

G 7:

C _N

C S_

4_ M

O N

O .C

5E C

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

CU-501

1 TYPICAL ASBUILT TOE DRAIN AND RELIEF WELL INSTALLATIONS

ASBUILT

NOT TO SCALE

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N G

R-501

D :\F

P R

\C O

T D

\D W

G 'S

R -5

.D W

G 7:

C _N

C S_

4_ M

O N

O .C

5E C

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

CU-501

1 TYPICAL ASBUILT TOE DRAIN AND RELIEF WELL INSTALLATIONS

ASBUILT

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N A

N D

P R

CD-201

D :\F

P R

\C O

T D

\D W

G 'S

C D

-2

O P

A N

D P

R O

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

OPTION 2

REMOVE WEST (RIGHT) TOE DRAIN

· REMOVE ALL EXISTING TOE DRAIN PIPES AND STRUCTURES DURING THE INSTALLATION OF THE NEW TOE DRAIN SYSTEM.

· LOCATIONS AND ELEVATIONS OF TOE DRAIN SYSTEMS, PIEZOMETERS, AND RELIEF WELLS ARE APPROXIMATE AND SHALL

BE VERIFIED IN THE FIELD.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED, THEY MUST BE REPLACED AT CONTRACTOR'S

EXPENSE.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N A

N D

P R

CD-202

D :\F

P R

\C O

T D

\D W

G 'S

C D

-2

O P

A N

D P

R O

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

OPTION 2

REMOVE WEST (RIGHT) TOE DRAIN

REMOVE OUTFALL

BASE BID

OPTION1

OPTION 3

REMOVE EAST (LEFT) TOE DRAIN

· REMOVE ALL EXISTING TOE DRAIN PIPES AND STRUCTURES DURING THE INSTALLATION OF THE NEW TOE DRAIN SYSTEM.

· LOCATIONS AND ELEVATIONS OF TOE DRAIN SYSTEMS, PIEZOMETERS, AND RELIEF WELLS ARE APPROXIMATE AND SHALL

BE VERIFIED IN THE FIELD.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N A

N D

P R

CD-203

D :\F

P R

\C O

T D

\D W

G 'S

C D

-2

O P

A N

D P

R O

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

OPTION 2

REMOVE WEST (RIGHT) TOE DRAIN

REMOVE OUTFALL

BASE BID

OPTION1

· REMOVE ALL EXISTING TOE DRAIN PIPES AND STRUCTURES DURING THE INSTALLATION OF THE NEW TOE DRAIN SYSTEM.

· LOCATIONS AND ELEVATIONS OF TOE DRAIN SYSTEMS, PIEZOMETERS, AND RELIEF WELLS ARE APPROXIMATE AND SHALL

BE VERIFIED IN THE FIELD.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N A

N D

P R

CD-204

D :\F

P R

\C O

T D

\D W

G 'S

C D

-2

O P

A N

D P

R O

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

G B

C H

A D

A, O

M A, +X

X-

-X

+M M

M M

M Y

X-

-X

C O

N , O

O M

N T

O E

D R

OPTION 3

REMOVE EAST (LEFT) TOE DRAIN

· REMOVE ALL EXISTING TOE DRAIN PIPES AND STRUCTURES DURING THE INSTALLATION OF THE NEW TOE DRAIN SYSTEM.

· LOCATIONS AND ELEVATIONS OF TOE DRAIN SYSTEMS, PIEZOMETERS, AND RELIEF WELLS ARE APPROXIMATE AND SHALL

BE VERIFIED IN THE FIELD.

31+

41+

51 +

61+

71+

81+

D D

MH 200 48 INCH DIAMETER

MH 201 48 INCH DIAMETER

OUTLET

MH 114 (BASE BID)

MH 102

MH 101

MH 100

MH 105

MH 103

MH 110

MH 104

MH 109

MH 111

MH 113 WEIR MEASUREMENT

MH 112

MH 108MH 107

MH 106

MH 115 WEIR MEASUREMENT

MH 125

MH 118

MH 116

MH 124

MH 120

MH 119

MH 121

MH 122

MH 123

MH 117

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

CS-001

D :\F

P R

\C O

T D

\D W

G 'S

C O

T D

C S-

N .D

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

B R

A D

A, O

M A

C O

, O

M A

: 5

: 2

N T

O E

D R

· SEE ORIGINAL CD AND CU DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED DETAILED

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR

COMPLETE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· ALL REMOVED METAL AND CONCRETE MUST BE DISPOSED OF OFFSITE.

· ALL EXCESS EXCAVATED SPOIL MUST BE DISPOSED OF OFF SITE.

PROJECT LIMITS

Feet 0 400 800

CS-010 OUTFALL

BASE BID

OPTION1

CS-020

CS-021

CS-022

CS-023

CS-030

CS-031

CS-032

CS-033

OPTION 2

WEST (RIGHT) TOE DRAIN

OPTION 3

EAST (LEFT) TOE DRAIN

STORAGE AND MOBILIZATION AREA

LIMITED DRAINAGE

MOBILIZATION AREA

NOTE:

STORAGE AND MOBILIZATION AREA MUST BE

PROTECTED AND OR REMEDIATED AFTER COMPLETION

OF PROJECT FROM DAMAGE CAUSED BY TRUCK TRAFFIC

AND WET CONDITIONS

17+ 18+

19+

21+

31+

41+

51+

61+

71+

81+

D D

MH 200 48 INCH DIAMETER

MH 201 48 INCH DIAMETER

OUTLET

MH 114 (BASE BID)

MH 102

MH 101

MH 100

MH 105

MH 103

MH 110

MH 104

MH 109

MH 111

MH 113 WEIR MEASUREMENTMH 112

MH 108MH 107MH 106

MH 115 WEIR MEASUREMENT

MH 125

MH 118

MH 116

MH 124

MH 120

MH 119

MH 121

MH 122

MH 123

MH 117

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

N A

CS-002

D :\F

P R

\C O

T D

\D W

G 'S

C O

T D

C S-

N .D

W G

/2 8/

_N C

S_ 4_

M O

N O

M 5E

C D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

R U

O N

B R

A D

A, O

M A

C O

, O

M A

: 5

: 2

N T

O E

D R

ELECTRICAL HOOKUP NECESSARY.

PUBLIC ACCESS AREA, NO CLOSURE AVAILABLE

ACCESS ROAD GATE

CAN BE LOCKED TO PREVENT

PUBLIC ACCESS

STORAGE AND MOBILIZATION AREA

LIMITED DRAINAGE

MOBILIZATION AREA

LAKE OFFICE

CONTRACTORY MAY USE

PROJECT OFFICE COMPOUND.

COORDINATE WITH COPAN

LAKE PROJECT OFFICE.

Feet 1:3600.01

12006000 300

NOTE:

STORAGE AND MOBILIZATION AREA MUST BE

PROTECTED AND OR REMEDIATED AFTER COMPLETION

OF PROJECT FROM DAMAGE CAUSED BY TRUCK TRAFFIC

AND WET CONDITIONS

· SEE ORIGINAL CD AND CU DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED DETAILED

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR

COMPLETE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

PZ-F10

SD SD SD SD SD SD

SD SD D

29+00

30+00

30+32.09

POE: 30+32.09

0+00

1+00

POB: 0+00.00

PI: 0+12.31

MH 200 48 INCH DIAMETER

MH 201 48 INCH DIAMETER

OUTLET

24" PVC

GRADE = 0.25%

24" PVC

GRADE = 0.25%

SD SD SD SD SD SD24" RCP

MH 114 BASE BID

MH 113 WEIR MEASUREMENT

A N

D S

D P

G R

12" Perforated PVC

GRADE = 0.25%

MH 115 WEIR MEASUREMENT

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12" Perforated PVC

GRADE = 0.25%

C P

OUTLET ALIGNMENT PROFILE VIEW

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 5+95

OUTLET

STA: 55+96.90

RIM: 682.41

INV. IN: 679.35

24" PVC

GRADE = 0.63%

MH 114 BASE BID

STA: 57+10.09

RIM: 690.75

INV. OUT: 681.79

24" PVC

GRADE = 0.25%

MH 201 48 INCH DIAMETER

STA: 56+15.04

RIM: 687.70

INV. IN: 679.59

INV. OUT: 679.59

24" PVC

GRADE = 0.25%

MH 200 48 INCH DIAMETER

STA: 56+62.57

RIM: 688.79

INV. IN: 680.21

INV. OUT: 680.21

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

CS-10

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CU-509

BASE BID

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-509

CU-504

800 SF OF 12 INCH RIP RAP, 1.5

FEET DEEP, WITH 6 INCHES OF

BASE GRAVEL, AND GEOTEXTILE

FABRIC

CU-502 and 503

CLEAR AND GRUB A 30' BY 380' AREA OF

TREES AND BRUSH AS NECESSARY TO

REMOVE AND INSTALL THE PIPELINE AND

MANHOLES INCIDENTAL TO OTHER LINE

ITEMS

MOBILIZATION AREA

GROUND SURFACE

OUTLET STRUCTURE MAY BE PRECAST OR

CAST IN PLACE, BUT MUST BE INSTALLED

ON A STABLE SUBGRADE. CONTRACTOR

MUST VERIFY STABILITY OF OUTLET AREA

AND INSTALL THE OUTLET ACCORDINGLY.

OUTLET MUST HAVE A RODENT SCREEN.

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

PZ-F1

PZ-F2

PZ-F3RW-1

RW-34

RW-35

SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

5+ 00 6+

00 7+

: 0

+2 3.

: 2

+7 1.

: 5

+2 5.

08 PI

: 7

+7 5.

MH 102

MH 101

MH 100

MH 103

MH 104

12 " PERFORATED AND SOLID PVC

GRADE = 0.04%

12 " PERFORATED AND SOLID PVC

GRADE = 0.46%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

RIGHT TOE DRAIN PROFILE VIEW

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 7+99

MH 104

STA: 35+47.02

RIM: 691.06

INV. IN: 687.64

INV. OUT: 687.64

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 103

STA: 33+08.99

RIM: 691.34

INV. IN: 688.27

INV. OUT: 688.27

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 102

STA: 30+69.53

RIM: 693.41

INV. IN: 688.90

INV. OUT: 688.90

12 " PERFORATED AND SOLID PVC

GRADE = 0.46%

12" Perforated PVC

GRADE = 0.04%

MH 100

STA: 28+02.88

RIM: 692.95

INV. OUT: 689.58

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T (W

T O

E D

CS-20

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION II

· SEE ORIGINAL DRAWINGS CB-370-C3-34/11, C137-23.9, AND C137-26.5 FOR MORE DETAILS

· SEE DETAIL SHEETS CU-504, CU-505, SCC-3&4, AND FW-0

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-504

CU-506

CU-508

CU-506

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-F3

PZ-F4

PZ-F5

RW-1

RW-2

RW-3 RW-4 RW-5

RW-7

RW-8

RW-6A

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

0 14 +0

0 15 +0

0 16 +0

: 7

+7 5.

: 1

7 PI

: 1

MH 105

MH 104

MH 107

MH 106

12 " PERFORATED AND SOLID PVC

GRADE = 0.25% 12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

RIGHT TOE DRAIN PROFILE VIEW

7+998+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+9015+98

MH 107

STA: 42+63.92

RIM: 689.90

INV. IN: 685.76

INV. OUT: 685.76

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 106

STA: 40+13.17

RIM: 689.59

INV. IN: 686.38

INV. OUT: 686.38

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 105

STA: 37+88.13

RIM: 691.38

INV. IN: 687.01

INV. OUT: 687.01

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T (W

T O

E D

CS-21

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION II

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-508

CU-506

CU-504

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-F6 PZ-F7R

PZ-F8RW-8

RW-9

RW-10

RW-11 RW-13

RW-15 RW-16

RW-12A

RW-14A

SD SD SD SD SD SD SD SD SD SD SD SD

0 24 +0

: 1

: 2

MH 110

MH 109

MH 108

12 " PERFORATED AND SOLID PVC

GRADE = 0.25% 12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

RIGHT TOE DRAIN PROFILE VIEW

15+98 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 23+98

MH 110

STA: 49+73.27

RIM: 691.17

INV. IN: 683.87

INV. OUT: 683.87

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 109

STA: 47+33.65

RIM: 690.92

INV. IN: 684.50

INV. OUT: 684.50

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 108

STA: 44+93.07

RIM: 689.94

INV. IN: 685.13

INV. OUT: 685.13

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T (W

T O

E D

CS-22

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION II

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-508

CU-506

CU-504

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-F8 PZ-F9

RW-15

RW-16

RW-19RW-17A RW-18A

SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 0+00

1+00

POB: 0+00.00

: 2

: 0

+1 2.

" R C

MH 114 BASE BIDMH 110

MH 111

MH 113 WEIR MEASUREMENTMH 112

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12" Perforated PVC

GRADE = 0.25%

MH 115 WEIR MEASUREMENT

12" Perforated PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

RIGHT TOE DRAIN PROFILE VIEW

23+9824+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+3030+32

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 112

STA: 54+60.08

RIM: 690.31

INV. IN: 682.63

INV. OUT: 682.63

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 111

STA: 52+09.86

RIM: 690.86

INV. IN: 683.25

INV. OUT: 683.25

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 113 WEIR MEASUREMENT

STA: 56+93.53

RIM: 690.58

INV. IN: 682.04

INV. OUT: 682.04

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T (W

T O

E D

CS-23

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION II

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet

0 60 120

CU-507

CU-508

CU-506

CU-504

MOBILIZATION AREA

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-F11 PZ-F12R

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 0+00

1+00

POB: 0+00.00

: 0

+1 2.

: 2

+9 9.

: 5

+4 9.

: 7

+9 8.

" R C

MH 114 BASE BIDMH 113 WEIR MEASUREMENT12" Perforated PVC

GRADE = 0.25%

MH 115 WEIR MEASUREMENT

MH 118

MH 116

MH 117

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12" Perforated PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

LEFT (EAST) TOE DRAIN PROFILE VIEW

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 7+99

12"

INV. 683.97'

MH 118

STA: 65+07.39

RIM: 690.49

INV. IN: 683.97

INV. OUT: 683.97

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 683.34'

MH 117

STA: 62+59.88

RIM: 689.66

INV. IN: 683.34

INV. OUT: 683.34

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 682.72'

MH 116

STA: 60+09.39

RIM: 690.23

INV. IN: 682.72

INV. OUT: 682.72

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 115 WEIR MEASUREMENT

STA: 57+22.40

RIM: 690.75

INV. IN: 682.00

INV. OUT: 682.06

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

MH 114 (BASE BID)

STA: 57+10.09

RIM: 690.75

INV. IN: 682.03

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T O

E D

CS-30

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

OPTION III

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-506

CU-504

MOBILIZATION AREA

GROUND SURFACE

PZ-F13

PZ-F14 PZ-F15

RW-20 RW-22 RW-23 RW-24 RW-25

RW-21B

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 7

+9 8.

: 1

MH 118

MH 120

MH 119 MH 121

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

LEFT (EAST) TOE DRAIN PROFILE VIEW

7+998+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+9015+98

12"

INV. 685.86'

MH 121

STA: 72+58.22

RIM: 689.99

INV. IN: 685.86

INV. OUT: 685.86

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 685.23'

MH 120

STA: 70+08.08

RIM: 690.05

INV. IN: 685.23

INV. OUT: 685.23

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 684.60'

MH 119

STA: 67+57.87

RIM: 690.04

INV. IN: 684.60

INV. OUT: 684.60

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T O

E D

CS-31

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION III

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-508

1 CU-508

CU-504

CU-506

1 CU-506

CU-508 - FUTURE RELIEF WELL CONNECTION

MOBILIZATION AREA

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-F16 PZ-17

PZ-18RW-25 RW-26

RW-27

RW-28 RW-29 RW-30 RW-31 RW-32

RW-33

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 1

: 2

MH 124

MH 121

MH 122

MH 123

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

LEFT (EAST) TOE DRAIN PROFILE VIEW

15+98 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 23+98

12"

INV. 687.74'

MH 124

STA: 80+06.36

RIM: 690.17

INV. IN: 687.74

INV. OUT: 687.74

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 687.11'

MH 123

STA: 77+56.89

RIM: 689.77

INV. IN: 687.11

INV. OUT: 687.11

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%12"

INV. 686.48'

MH 122

STA: 75+08.08

RIM: 689.78

INV. IN: 686.48

INV. OUT: 686.48

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T O

E D

CS-32

C O

R U

O N

A D

A, O

M A

X-

-X -X

+M M

M M

M Y

X-

-X

C O

, O

M A

: 5

N T

O E

D R

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

OPTION III

· SEE CD ORIGINAL DRAWINGS FOR MORE DETAILS

· SEE CU DETAIL SHEETS FOR PROPOSED STRUCTURE DETAILS

· LOCATIONS AND DEPTHS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY LOCATION

AND DEPTHS.

· THE CONTRACTOR MUST VERIFY THE EXACT LOCATION, SIZE, TYPE, AND ELEVATION OF ALL

UTILITIES PRIOR TO CROSSING UTILITY. THE CONTRACTOR SHALL CONTACT DIAL 811 OR 1

(800) 522-OKIE (6543) FOR MARK OUT OF EXISTING UTILITIES.

· ALL INSTRUMENTS AND RELIEF WELLS MUST BE PROTECTED DURING CONSTRUCTION.

· ALL EXISTING INSTRUMENTATION MUST BE PROTECTED. IF DAMAGED WILL BE REPLACED

BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

· LEFT AND RIGHT ARE DETERMINED BY LOOKING DOWNSTREAM FROM THE DAM. LEFT IS

EAST, RIGHT IS WEST.

· THIS SHEET WAS PRODUCED FROM EXISTING PLANS, MAPS, RECORD DOCUMENTS, SITE

VISITS, ETC. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.

Feet 0 60 120

CU-508

CU-504

CU-506

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

PZ-17 PZ-18

RW-30

RW-31 RW-32

RW-33

SDSDSDSDSDSDSDSDSDSDSDSDSD

: 2

MH 125

MH 124

MH 123

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

23+9824+00 24+30 24+60 24+90 25+20 25+5025+56

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U E

H O

T O

E D

CS-33

C O

R U

O N

A D

S…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2022.