W912BV22R0032_Copan Toe Drain_AM0006.pdf

PDF 4 MB Posted Aug 3, 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

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Written by GovTribe AI · Dec 27, 2023

This is a solicitation for the Copan Toe Drain Replacement project located in Copan, Oklahoma. The project involves replacing the existing toe drain system with new pipes, sand and gravel filter, and manholes. It also requires removing the relief well collection system and connecting laterals to a new relief well drain line. All relief wells and other instruments must be protected during construction. Any damage to roads must be repaired. The solicitation is a small business set-aside, firm-fixed price construction contract procured using FAR Part 15 tradeoff procedures by the US Army Corps of Engineers Tulsa District. Responses are due through the Federal Business Opportunities website.

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Other files for this federal contract opportunity

Other files attached to Copan Toe Drain Replacement, newest first.
File	Type	Posted
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. 2.pdf	PDF	Jun 27, 2022
W912BV22R0032_RFP Package.pdf	PDF	Jun 27, 2022
Copan Lake Foundation Report No. 3.pdf	PDF	Jun 27, 2022
Copan Lake Foundation Report No. 1.pdf	PDF	Jun 27, 2022
Copan TD 100PCT 29APR2022.pdf	PDF	Jun 27, 2022

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is to provide a revised specification section 00 11 00, 01 20 00, and various draw ings. Please see below for the full details of any changes.

The POC for this amendment is the Contract Specialist: Tyler Godw in, 918-669-7281, tyler.l.godw in@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 02-Aug-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BV22R0032

X 9B. DATED (SEE ITEM 11)

27-Jun-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Aug-2022

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV22R0032

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Amendment 0006

Copan Lake, Oklahoma Toe Drain

Solicitation W912BV22R0032 Fiscal Year 2022

Standard Form (SF) 1442, continuation. The solicitation documents shall be revised as follows.

The revised/new sections/appendices, listed below, are hereby added to, or revised, and made a part of the solicitation.

SPECIFICATIONS

Revised or added/ deleted information can be located, in the specifications, by searching for an asterisk and amendment number (i.e., *AM0006).

SECTION DESCRIPTION OF CHANGE

00 11 00 Pricing Schedule

REPLACE section with the REVISED section of the same number.

01 20 00 Price and Payment

REPLACE section with the REVISED section of the same number.

DRAWINGS

SHEET DESCRIPTION OF CHANGE

G-102 REPLACE sheet with the REVISED sheet of the same number.

CS-001 REPLACE sheet with the REVISED sheet of the same number.

CS-10 REPLACE sheet with the REVISED sheet of the same number.

CS-23 REPLACE sheet with the REVISED sheet of the same number.

GS-30 REPLACE sheet with the REVISED sheet of the same number.

CS-31 REPLACE sheet with the REVISED sheet of the same number.

CS-32 REPLACE sheet with the REVISED sheet of the same number.

CS-33 REPLACE sheet with the REVISED sheet of the same number.

CU-506 REPLACE sheet with the REVISED sheet of the same number.

SECTION 00 11 00

PRICING SCHEDULE

AM 0006

ENTIRE SHEET IS REISSUED

Copan Toe Drain Repair Revision Date: 8.2.22

Submittal Date: 07.29.22 lgh Section 00 11 00 Page 1

CLIN Description Est.

Qnt.

Unit Unit Price Amount

PHASE I: BASE PROPOSAL

0001 Dewatering 1 JOB $ 0002 Hydroseeding 1 JOB $ 0003 Remove CMP Manhole 1 EA $ $ 0004 Remove 12 inch CMP 40 LF $ $ 0005 Remove 24 inch CMP 615 LF $ $ 0006 12 inch PVC solid pipe 40 LF $ $

12 inch PVC Perforated Pipe with Sand and Gravel Filter

40 LF $ $

0008 24 inch PVC pipe 615 LF $ $

0009 5x10 feet Rectangular Manhole

1 EA $ $

0010 Inspection Manhole 48 inch concrete

2 EA

Remove and Install Relief Well Connections and Lines

1 EA $ $

5x10 feet Rectangular

Weir Measurement Manhole

2 EA $ $

0013 Outlet Flared End 1 EA $ $ Total Base Proposal - CLIN 0001-0013 $

CLIN Description Est.

Qnt. Unit Unit Price Amount

PHASE II OPTION

0014 Dewatering 1 JOB $ 0015 Hydroseeding 1 JOB $

0016 Remove CMP Manhole 10 EA $ $

0017 Remove 12 inch CMP 2,711 LF $ $ m5ecdlgh Text Box

*AM0006

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*AM0006

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*AM0006

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*AM0006

AM 0006

ENTIRE SHEET IS REISSUED

Copan Toe Drain Repair Revision Date: 8.2.22

Submittal Date: 07.29.22 lgh Section 00 11 00 Page 2

12 inch PVC Perforated Pipe with Sand and Gravel Filter

2,711 LF $ $

0019 12 inch PVC solid pipe 2,711 LF $ $

0020 5x10 feet Rectangular Manhole

12 EA $ $

Remove and Install Relief Well Connections and Lines

20 EA $ $

0022 Install future relief well connection

0 EA $ $

Total PHASE II OPTION- CLIN 0014-0022 $

CLIN Description Est.

Qnt.

Unit Unit Price Amount

PHASE III OPTION

0023 Dewatering 1 JOB $ 0024 Hydroseeding 1 JOB $

0025 Remove CMP Manhole 11 EA $ $

0026 Remove 12 inch CMP 2,860 LF $ $

12 inch PVC Perforated Pipe with Sand and Gravel Filter

2,860 LF $ $

0028 12 inch PVC solid pipe 2,770 LF $ $

5x10 feet Rectangular Manhole

11 EA $ $

Remove and Install Relief Well Connections and Lines

14 EA $ $

Install future relief well connection

2 EA $ $

Inspection Manhole 48 inch concrete

1 EA $ $

Total PHASE III OPTION - CLIN 0023-0032 $ CLIN Description Est. Unit Unit Price Amount m5ecdlgh Text Box

*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

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*AM0006

AM 0006

ENTIRE SHEET IS REISSUED

Copan Toe Drain Repair Revision Date: 8.2.22

Submittal Date: 07.29.22 lgh Section 00 11 00 Page 3

No. Qnt.

PHASE IV OPTION

0033 Remove 36 inch CMP Culvert

70 LF $ $

Remove 42 inch CMP Culvert

75 LF $ $

0035 Grade Toe to Drain 1 JOB $

0036 Install Rip Rap and Bedding Stone

2,000 SF $ $

0037 36 Inch RCP Culvert 70 LF $ $ 0038 36 inch RCP Flared End 2 EA $ $ 0039 42 Inch RCP Culvert 75 LF $ $ 0040 42 inch RCP Flared End 2 EA $ $ 0041 Hydroseeding 1 JOB $

Total PHASE IV OPTION - CLIN 0033-0041 $ Total Project – CLIN 0001-0041

LF = Linear foot JOB = JOB CY = Cubic yards T = Tons EA = Each

PROPOSAL SCHEDULE NOTES

1. All costs for items of work not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a price on all items. Failure to do so will result in the proposal being rejected without further consideration.

3. All quantities are estimated except where the unit is given as Job.

4. Only one contract for the entire schedule will be awarded under this solicitation.

Copan Toe Drain C22-TD-COPAN

08/01/22 AM0006 ENTIRE SECTION REISSUED

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 2: 08/21, *AM0006 8.2.22

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

Furnish , within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 CLIN 0001, 0014, 0023 Dewatering

1.2.1.1 Payment

Payment will be made for costs associated with dewatering operations necessary for construction.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 CLIN 0002, 0015, 0024, 0041 Hydroseeding

1.2.2.1 Payment

Payment will be made for costs associated with the hydroseeding the disturbed construction areas.

1.2.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00.00 47 Page 1

1.2.3 CLIN 0035 Grade Toe to Drain

1.2.3.1 Payment

Payment will be made for costs associated with surveying the toe of the dam, developing a grading plan, utillizing heavy equipment to grade the toe area as indicated by the drawings. Payment includes full compensation for furnishing all offsite disposal, excavation, transporation, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, processing of materials, for grading the area to drain to new culverts. Culverts installed under other line item.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the PRICING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 CLIN 0003, 0016, 0025 Remove CMP Manholes

Payment for work pertaining to the removal of existing CMP Manholes includes full compensation for furnishing all offsite disposal, excavation, transporation, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.1.1 Measurement

Work pertaining to the removal of existing CMP Manholes must be based on the number of each (EA) unit successfullly removed and accepted by the Government.

1.3.2 CLIN 0004, 0017, 0026 Remove 12 inch CMP Pipe

Payment for work pertaining to removal of existing CMP pipe includes all offsite disposal, excavation, transporation, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.2.1 Measurement

Work pertaining to Remove CMP Pipe must be based on the linear feet (LF) successfully completed and accepted by the Government.

1.3.3 CLIN 0005 Remove 24 inch CMP Pipe

Payment for work pertaining to removal of existing CMP pipe include all offsite disposal, excavation, transporation, equipment, labor, SECTION 01 20 00.00 47 Page 2 instruments, tools, subcontractors, supervision, and management required for excavation, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.3.1 Measurement

Work pertaining to Remove CMP Pipe must be based on the linear feet (LF) successfully completed and accepted by the Government.

1.3.4 CLIN 0006, 0019, 0028 12 inch PVC solid Pipe

Payment for work pertaining to the 12 inch PVC solid pipe include furnishing all pipe, sand, gravel, materials, equipment, labor, excavation, compaction, fill, spoil disposal, instruments, tools, subcontractors, supervision, and management required to install the pipe in the final locations as shown and specified.

1.3.4.1 Measurement

Work pertaining to the 12 inch PVC solid pipe must be based on the linear feet (LF) successfully placed and accepted by the Government.

1.3.5 CLIN 0008 24 inch PVC Pipe

Payment for work pertaining to the 24 inch PVC pipe include furnishing all pipe, base gravel, materials, equipment, labor, excavation, compaction, fill, spoil disposal, instruments, tools, subcontractors, supervision, and management required to install the pipe in the final locations as shown and specified. Work includes repair to access roads caused by the replacement of the drain system. The road must be repaired to pre-construction conditions.

1.3.5.1 Measurement

Work pertaining to the 24 inch PVC solid pipe must be based on the linear feet (LF) successfully placed and accepted by the Government.

1.3.6 CLIN 0009, 0020, 0029 5x10 feet Rectangular Manholes

Payment for work pertaining to 5x10 concrete Rectangular Manhole, including the top, base, risers, cover, lockable hatch, and access ladder will be made under this item. Price must be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management required for each Concrete Manhole, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.6.1 Measurement

Work pertaining to the 5x10 feet Rectangular Manholes must be based on the number of each (EA) unit successfully completed and accepted by the Government.

1.3.7 CLIN 0010, 0032 Inspection Manhole 48 inch concrete

Payment for work pertaining to the Inspection Manholes include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified. These are typical 48 inch

SECTION 01 20 00.00 47 Page 3 diameter concrete manholes.

1.3.7.1 Measurement

Work pertaining to the Inspection Manholes must be based on the number of each (EA) unit successfully completed and accepted by the Government.

1.3.8 CLIN 0011, 0021, 0030 Remove and Install Relief Well Connections and Lines

Payment for work pertaining to removal and installation of relief well connections and lines from the relief wells to the relief well drain system include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified.

1.3.8.1 Measurement

Work pertaining to the removal and installation of Relief Well connections and lines from the relief wells to the relief well drain system must be based on the number of each (EA) unit successfully removed and accepted by the Government.

1.3.9 CLIN 0012 5x10 feet Rectangular Weir Measurement Manholes

Payment for work pertaining to the 5x10 Weir Measurement Manhole, include the top, base, risers, cover, lockable hatch, weir plate, cleanout, and ladder will be made under this item. Price must be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management required for the Weir Measurement Manhole, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.9.1 Measurement

Work pertaining to the 5x10 feet Rectangular Weir Measurement Manholes must be based on the number of each (EA) unit successfully completed and accepted by the Government.

1.3.10 CLIN 0013 Outlet Flared End

Payment for work pertaining to installation of an Outlet Flared end include furnishing all plant, rip rap, bedding stone, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified.

1.3.10.1 Measurement

Work pertaining to the Remove and Replace Outlet Weir Box must be based on the number of each (EA) unit successfully completed and accepted by the Government.

1.3.11 CLIN 0007, 0018, 0027 12 inch PVC Perforated Pipe with Sand and Gravel Filter

Payment for work pertaining to the 12 inch PVC perforated pipe with sand and and gravel filter include furnishing all pipe, sand, gravel, SECTION 01 20 00.00 47 Page 4 materials, equipment, labor, excavation, compaction, fill, spoil disposal, instruments, tools, subcontractors, supervision, and management required to install the pipe and filter in the final locations as shown and specified.

1.3.11.1 Measurement

Work pertaining to the 12 inch PVC perforated pipe with sand and gravel filter must be based on the linear feet (LF) successfully placed and accepted by the Government.

1.3.12 CLIN 0022, 0031 Install Future Relief Well Connections

Payment for work pertaining to the installation of future relief well connections and lines from relief well drain system to a cleanout include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified.

1.3.12.1 Measurement

Work pertaining to the installation Future of Relief Well connections and lines must be based on the number of each (EA) unit successfully removed and accepted by the Government.

1.3.13 CLIN 0033 Remove 36 inch CMP Culvert

Payment for work pertaining to removal of existing CMP Culvert includes all offsite disposal, excavation, transporation, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, processing of materials, and all related miscellaneous operations in the final locations as shown and specified.

1.3.13.1 Measurement

Work pertaining to Remove CMP Culvert must be based on the linear feet (LF) successfully completed and accepted by the Government.

1.3.14 CLIN 0034 Remove 42 inch CMP Culvert

1.3.14.1 Measurement

Work pertaining to Remove CMP Culvert must be based on the linear feet (LF) successfully completed and accepted by the Government.

1.3.15 CLIN 0036 Install Rip Rap and Bedding Stone

Payment for work pertaining to the intallation of rip rap and bedding stone include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management. in the final locations as shown and specified.

SECTION 01 20 00.00 47 Page 5

1.3.15.1 Measurement

Work pertaining to the Rip rap and bedding Stone shall be based on the finished area measured in square feet (SF)successfully completed and accepted by the Government.

1.3.16 CLIN 0037 36 Inch RCP Culvert

Payment for work pertaining to the 36 Inch RCP Culvert Pipe include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management in the final locations as shown and specified. Work includes repair to access roads caused by the replacement of the drain system. The road must be repaired to pre-construction conditions.

1.3.16.1 Measurement

Work pertaining to the 36 Inch RCP Culvert must be based on the linear feet (LF) successfully placed and accepted by the Government.

1.3.17 CLIN 0038 36 Inch RCP Flared End

Payment for work pertaining to 36 Inch RCP Flared End include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified.

1.3.17.1 Measurement

Work pertaining to the 36 Inch RCP Flared End must be based on the number of each (EA) unit successfully completed and accepted by the Government.

1.3.18 CLIN 0039 42 Inch RCP Culvert

Payment for work pertaining to the 42 Inch RCP Culvert Pipe include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management in the final locations as shown and specified. Work includes repair to access roads caused by the replacement of the drain system. The road must be repaired to pre-construction conditions.

1.3.18.1 Measurement

Work pertaining to the 42 Inch RCP Pipe must be based on the linear feet (LF) successfully placed and accepted by the Government.

1.3.19 CLIN 0040 42 Inch RCP Flared End

Payment for work pertaining to 42 Inch RCP Flared End include furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, design, installation, supervision, and management in the final locations as shown and specified.

1.3.19.1 Measurement

Work pertaining to the 42 Inch RCP Flared End must be based on the number of each (EA) unit successfully completed and accepted by the Government.

SECTION 01 20 00.00 47 Page 6

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00.00 47 Page 7

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

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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.

*LEFT (EAST) TOE DRAIN

MANHOLE LOCATIONS SHIFTED

AND MANHOLE NUMBERS

CHANGED PER AMENDMENT*

*MANHOLE 126 ADDED PER

AMENDMENT*

*MANHOLES MOVED AND RENAMED PER

NEW OUTLET ALIGNMENT AMENDMENT

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Entire sheet revised by Amendment 0006

31+

41+

51 +

61+

71+

81+

MH 200 48 INCH DIAMETER

MH 201 48 INCH DIAMETER

OUTLET

MH 113 BASE BID (1)

MH 102

MH 101

MH 100

MH 105

MH 103

MH 110

MH 104

MH 109

MH 111

MH 112 WEIR MEASUREMENT (1)

MH 108MH 107

MH 106

MH 114 WEIR MEASUREMENT (1)

MH 125

MH 118

MH 116

MH 124

MH 120

MH 119

MH 121

MH 122

MH 123

MH 117

MH 115 (1)

D MH 126 48 INCH MANHOLE (1)

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

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· 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

*OUTLET ALIGNMENT

CHANGED*

*PER AMENDMENT CHANGE IN OUTFALL

ALIGNMENT, EAST (LEFT) TOE DRAIN

MANHOLE LOCATIONS HAVE SHIFTED.

MH 126 ADDED.*

m5ecdlgh cr os of t C or po ra tio n

M ax ar

D ist rib ut io n

Ai rb us D

To m To m

PZ-F9

RW-19

RW-18A

D SD SD SD SD SD SD D SD SD D

28+35.35

26+00

27+00

28+00

POE: 28+35.35

PI: 27+82.09

0+00

1+00

POB: 0+00.00 MH 200 48 INCH DIAMETER MH 201 48 INCH DIAMETER

OUTLET

24" PVC

GRADE = 0.25%

24" PVC

GRADE = 0.22%

SD SD SD SD SD SDMH 113 BASE BID

MH 112 WEIR MEASUREMENT

A N

D S

D P

MH 114 WEIR MEASUREMENT

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 6+00 6+20

OUTLET

STA: 55+96.90

RIM: 682.41

INV. IN: 679.35

24" PVC

GRADE = 0.62%

MH 113 BASE BID

STA: 54+07.05

RIM: 690.37

INV. OUT: 681.79

24" PVC

GRADE = 0.22%

MH 201 48 INCH DIAMETER

STA: 55+62.52

RIM: 687.55

INV. IN: 679.59

INV. OUT: 679.59

24" PVC

GRADE = 0.25%

MH 200 48 INCH DIAMETER

STA: 54+84.81

RIM: 690.47

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

N M

C H

-2

E 1%

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

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

*OUTLET PIPE MOVED TO

NEW ALIGNMENT PER

AMENDMENT*

*COLLECTION AND WEIR

MANHOLES MOVED TO

NEW ALIGNMENT PER

AMENDMENT*

*WEIR MEASUREMENT

MANHOLES 112 AND 114

ARE INCLUDED IN THE

BASE BID*

m5ecdlgh

PZ-F8 PZ-F9

PZ-F10

RW-15

RW-16

RW-19RW-17A RW-18A

SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD

28+35.35

28+00

: 2

MH 113 BASE BID

MH 110

MH 111

MH 112 WEIR MEASUREMENT

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.34%

MH 114 WEIR MEASUREMENT

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

MH 115

SDSDSDSD

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

MH 113 BASE BID

STA: 54+07.03

RIM: 690.44

INV. OUT: 682.00

12 " PERFORATED AND SOLID PVC

GRADE = 0.34%

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%

MH 112 WEIR MEASUREMENT

STA: 53+93.06

RIM: 690.50

INV. IN: 682.54

INV. IN: 682.63

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

N M

C H

-2

E 1%

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-508

CU-506

MOBILIZATION AREA

GROUND SURFACE

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

*NOTE OUTLET PIPES

AND STRUCTURES

HAVE BEEN MOVED

PER AMENDMENT*

m5ecdlgh

PZ-F9

PZ-F10

PZ-F11RW-19

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 3

+1 5.

: 6

+0 2.

MH 113 BASE BID

MH 112 WEIR MEASUREMENT

MH 114 WEIR MEASUREMENT

MH 116

MH 117

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

MH 115

SDSDSDSDSDSD

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

MH 117

STA: 61+75.93

RIM: 690.05

INV. IN: 683.34

INV. OUT: 683.34

12" Perforated PVC

GRADE = 0.25%

MH 116

STA: 59+24.92

RIM: 690.95

INV. IN: 682.72

INV. OUT: 682.70

12" Perforated PVC

GRADE = 0.11%

MH 114 WEIR MEASUREMENT

STA: 54+25.68

RIM: 690.23

INV. IN: 682.10

INV. OUT: 682.10

MH 115

STA: 56+75.91

RIM: 690.70

INV. IN: 682.36

INV. OUT: 682.36

12" Perforated PVC

GRADE = 0.53%

12" Perforated PVC

GRADE = 0.13%

MH 113 BASE BID

STA: 54+07.05

RIM: 690.37

INV. OUT: 681.79

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

N M

C H

-2

E 1%

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

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.

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

Feet 1:360

120600 30

MOBILIZATION AREA

CU-506

CU-504

CU-506

CU-504

GROUND SURFACE

CU-506

*NOTE OUTLET PIPES

AND STRUCTURES

HAVE BEEN MOVED

PER AMENDMENT*

*NOTE MANHOLE LOCATION

SHIFTED*

m5ecdlgh

PZ-F12R PZ-F13 PZ-F14 RW-22

RW-21B

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 8

+5 3.

: 1

MH 118

MH 120

MH 119MH 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 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 CP

RW-20

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

MH 120

STA: 69+23.45

RIM: 689.88

INV. IN: 685.23

INV. OUT: 685.23

12" Perforated PVC

GRADE = 0.25%

MH 119

STA: 66+73.44

RIM: 690.21

INV. IN: 684.60

INV. OUT: 684.60

12" Perforated PVC

GRADE = 0.25%

MH 118

STA: 64+25.10

RIM: 690.71

INV. IN: 683.97

INV. OUT: 683.97

12" Perforated 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

N M

C H

-2

E 1%

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.

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

Feet 1:360

120600 30

CU-506

CU-504

CU-506

CU-504

CU-508

CU-508 - FUTURE RELIEF WELL CONNECTION

CU-506

GROUND SURFACE

*NOTE MANHOLE LOCATION

SHIFTED*

CU-508 - FUTURE RELIEF WELL CONNECTION

*PER AMENDMENT, INSTALL

ADDITIONAL RELIEF WELL

HERE ON THIS OPTION*

m5ecdlgh

PZ-F15 PZ-F16 PZ-17RW-22 RW-23

RW-24 RW-25 RW-26

RW-27

RW-28 RW-29 RW-30

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 1

: 2

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 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" Perforated PVC

GRADE = 0.25%

MH 123

STA: 76+65.14

RIM: 690.08

INV. IN: 687.11

INV. OUT: 687.11

12" Perforated PVC

GRADE = 0.25%

MH 122

STA: 74+17.75

RIM: 690.20

INV. IN: 686.48

INV. OUT: 686.48

12" Perforated PVC

GRADE = 0.25%

MH 121

STA: 71+69.48

RIM: 690.06

INV. IN: 685.86

INV. OUT: 685.86

12" Perforated 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

N M

C H

-2

E 1%

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.

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

Feet 1:360

120600 30

CU-508

1CU-508

1 CU-504

CU-506

GROUND SURFACE

CU-506

*NOTE MANHOLE LOCATION

SHIFTED*

*NOTE MANHOLE LOCATION

SHIFTED*

MOBILIZATION AND

STORAGE AREA

6 6 m5ecdlgh

PZ-17 PZ-18

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

RW-33

SDSDSDSDSDSDSDSDSDSDSDSDSDSD

: 2

MH 125

MH 124

MH 123

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

GRADE = 0.25%

12 " PERFORATED AND SOLID PVC

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

SD SD D

MH 126 48 INCH MANHOLE

LEFT (EAST) 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+5028+59

12" Perforated PVC

GRADE = 0.25%

MH 124

STA: 79+12.77

RIM: 689.94

INV. IN: 687.74

INV. OUT: 687.74

MH 125

STA: 81+61.59

RIM: 692.64

INV. OUT: 688.36

MH 126 48 INCH MANHOLE

STA: 82+53.06

RIM: 690.37

INV. IN: 688.26

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

N M

C H

-2 9-

U E

H O

T O

E D

CS-33

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.

HORIZ. SCALE: 1 INCH = 30 FEET

VERT. SCALE: 1 INCH = 5 FEET

STRUCTURES ON DAM CENTERLINE STATIONING

PROFILE AND PIPE ON PIPE ALIGNMENT STATIONING

Feet 1:360

120600 30

CU-508

CU-504

CU-506

GROUND SURFACE

*NOTE 48 INCH MANHOLE

ADDED AS OTHER

MANHOLES WERE SHIFTED

FROM OUTLET ALIGNMENT

CHANGE*

*NOTE MANHOLE LOCATION

SHIFTED*

*NOTE MANHOLE LOCATION

SHIFTED*

6 6 m5ecdlgh

TYPICAL

VAULT

(CUTAWAY)

LADDER

(WALL MOUNT STYLE)

TYPICAL INSTALLATION

(GALVANIZED OR FIBERGLASS)

LADDER

(GALVANIZED)

MOUNTING BRACKET

LADDER

WALL OF

VAULT

BOLTED TO

FLOOR OF

VAULT

3/4"Ø

KNURLED

STEEL

CU-506

1 TYPICAL MEASUREMENT MANHOLE DETAIL

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

N M

C H

E 7-

-2

U E

H O

CU-506

C O

R U

O N

G B

C H

A D

A, O

M A, C O

N , O

O M

: 2

N T

O E

D R

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text Varies

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 8"

AutoCAD SHX Text TYPICAL WEIR MANHOLE INSTALLATION. CONTRACTOR TO SUBMIT FINAL DESIGN EACH MANHOLE MUST HAVE FOUR CUTOUTS FOR THE 12 INCH PERFORATED TOE DRAIN PIPE AND 12 INCH NON-PERFORATED RELIEF WELL PIPE. BOTTOM OF WEIR MANHOLE MUST SEGREGATE FLOWS AND ENSURE POSITIVE DRAINAGE INSTALL A MINIMUM OF 8 INCHES OF AGGREGATE BASE AND COMPACT BELOW THE MANHOLE. TYPICAL DRAIN SYSTEM FLOW MEASUREMENT WEIR MANHOLE 2 MANHOLES WITH 4 INDIVIDUAL WEIRS MUST BE INSTALLED. SEE SPEC SECTION 33 46 16. WEIR MUST BE DESIGNED BY AN EXPERIENCED HYDRAULIC PROFESSIONAL ENGINEER. SUBMIT DESIGN FOR APPROVAL. IF A CAST IN PLACE BASE IS USED, THE BASE MUST HAVE A MINIMUM THICKNESS OF 12 INCHES, MINIMUM REINFORCEMENT OF #16 REBAR @ 12 INCHES ON CENTER, AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,0000 PSI. WHERE RELIEF WELLS ARE PERPENDICULAR TO THE PROPOSED MANHOLE, DIRECTLY CONNECT RELIEF WELL OUTLET TO MANHOLE WITH CUTOUT AND ASTM D5926 FLEXIBLE FITTING

AutoCAD SHX Text

12 INCH PIPE TYP. UPSTREAM SIDE PERFORATED, DOWNSTREAM SIDE SOLID

AutoCAD SHX Text CREATE A BARRIER TO SEGREGATE FLOWS BETWEEN TOE DRAIN AND RELIEF WELLS GROUT INVERTS TO DRAIN ACROSS MANHOLE

AutoCAD SHX Text RECTANGULAR ALUMINUM COVER MUST BE SOLID AND LOCKABLE WITH PISTON ASSISTED HATCHES MINIMUM 36 INCHES BY 36 INCHES

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text INSTALL PREFABRICATED V-NOTCH WEIRS IN MH 112 & 114 IN EACH SIDE OF BOX. THESE MEASURE THE TOE DRAIN FLOWS SEPARATELY FROM RELIEF WELL FLOWS. OUTLET BOX IS A PREFABRICATED WEIR BOX ENCASE IN CONCRETE AND TO MATCH EXISTING SLOPE.

AutoCAD SHX Text

*WEIR MEASUREMENT MANHOLE NUMBERS CHANGED IN NEW OUTLET ALIGNMENT PER AMENDMENT*

AutoCAD SHX Text m5ecdlgh

W912BV22R0032_AM0006.pdf

Copan TD AM6 8.2.22 (003).pdf

00 00 AM0006 cont sheet

00 11 Copan TD AM6 PS 8.2.22 lgh

01 20 00.00 47

02 COPAN TOE DRAIN DWGS AMEND 6

Sheets and Views

04 G-102 MANHOLE SCHEDULE AMEND 03-G-102

Sheet 1

60 COPAN TD CS-1 PROPOSED PLAN AMEND03-CS-001AMEND

Sheet 1

61 68 COPAN cs 020 - TD PLAN AMEND03-CS- (10) OUTLET AMEND

Sheet 1

61 68 COPAN cs 020 - TD PLAN AMEND03-CS- (23)ameND

Sheet 1

61 68 COPAN cs 020 - TD PLAN AMEND03-CS-30 AMEND03

Sheet 1

61 68 COPAN cs 020 - TD PLAN AMEND03-CS-31 AMEND03

Sheet 1

61 68 COPAN cs 020 - TD PLAN AMEND03-CS-32 AMEND03

Sheet 1

71 76 CU-506 DETAILS AMEND 03-CU-506 WEIR MH

File details come from the government source that posted it. Updated Aug 3, 2022.