Amendment_0007.pdf

PDF 15 MB Posted Oct 5, 2017

Attached to: Blue River Basin Dodson Levee Federal contract opportunity
Solicitation number: W912DQ-17-B-1017
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Other files for this federal contract opportunity

Other files attached to Blue River Basin Dodson Levee, newest first.
File	Type	Posted
B.01.02_Bid_Abstract_W912DQ17B1017.pdf	PDF	Oct 18, 2017
Dodson_Amnd_0006.pdf	PDF	Sep 23, 2017
A.07.24-_Amendment_05.pdf	PDF	Sep 21, 2017
A.07.24-_Amendment_04.pdf	PDF	Sep 20, 2017
A.07.24-_Amendment_03.pdf	PDF	Sep 18, 2017
A.07.24-_Amendment_02.pdf	PDF	Sep 11, 2017
A.07.24-_Amendment_01.pdf	PDF	Sep 8, 2017
A.07.20-_Prebid_Site_Visit_Attendee_List.pdf	PDF	Sep 7, 2017
A.07.23-__W912DQ17B1017_Final.pdf	PDF	Aug 23, 2017

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912DQ17B1017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

BASE CONTRACT STATION 0+00 TO STATION A61+00

AMOUNT

Sanitary Sewer Line Relocation

FFP

Offeror to furnish all labor, equipment, and material, and perform operations for the relocation of the sewer line, excluding boring and sheetpiling, in accordance with the contract documents.

FOB: Destination

NET AMT

Sanitary Sewer Line Boring & Sheetpiling FFP Offeror to furnish all labor, equipment, and material, and perform operations for the sanitary sewer line boring and sheetpiling, in accordance with the contract documents.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0001 1 Job

0002 1 Job

Waterline Relocation

FFP

Offeror to furnish all labor, equipment, and material, and perform all operations for the relocation of the waterline in accordance with the

Demolition

Offeror to furnish all labor, equipment, and material, and perform all operations for demolition in accordance with the contract documents.

Drainage Structures

Offeror to furnish all labor, equipment, and material, and perform all operations drainage structures in accordance with the contract

0003 1 Job

0004 1 Job

0005 1 Job

I-Wall Transitions

Offeror to furnish all labor, equipment, and material, and perform all operations for the construction of the I-wall transitions in accordance with the contract documents.

Levee Preloading

Offeror to furnish all labor, equipment, and material, and perform all operations for levee preloading in accordance with the contract

Dynamic Compaction

Offeror to furnish all labor, equipment, and material, and perform all operations for the dynamic compactions of soils in accordance with the contract documents.

0006 1 Job

0007 1 Job

0008 1 Job

Levee Construction

Offeror to furnish all labor, equipment, and material, and perform all operations for the construction of the levee in accordance with the

Stone Protection FFP Offeror to provide all labor, equipment and material, and perform all operations for providing stone protection in accordance with the

Mitigation

Offeror to provide all labor, equipment and material, and perform all operations for providing mitigation in accordance with the contract documents.

0009 1 Job

0010 1 Job

0011 1 Job

Site Restoration providing site restoration in accordance with all contract documents.

Solid Waste Unsatisfactory Material Removal an d D i s p o s a l F F P solid waste unsatisfactory material removal and disposal in accordance with all

CONTRACT OPTION STATION A61+00 TO STATION A69+61

Downstream Levee Tie-in

Offeror to furnish all labor, equipment, and material, and perform all operations for the construction of the levee and appurtenances from station a61+00 to the downstream terminus in accordance with the contract documents.

NOTE: Government doesn’t have real estate certification for this option but is currently pursuing this certification

0012 1 Job

0013 50,000 1 Job CY

1 Job

OPTION

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

SUBMISSION REQUIREMENTS

All bids are due by October 12, 2017 at 1:00PM, local time.

The public bid opening will begin at 1:01PM, local time, on the same date, at the following address:

Bolling Federal Building US Army Corps of Engineers Civil Contracting Branch 601 E. 12th Street Kansas City, MO 64106 Room N133

Submit one (1) original and one (1) copy of the following:

a. Bid schedule - complete with your bid amount.

b. Ensure Bid is signed by a Principal of your company with authority to do so.

c. Ensure all Amendments are acknowledged.

d. Bid Bonds – (Original with raised seal) required with your submission. (See solicitation for details)

**At this time we have acquired the necessary real estate interests for CLIN(s) 0001 – 0013 but have not yet acquired them for option CLIN 0014. The government is currently pursuing the real estate certifications for this option. All bids must price option CLIN 0014 or they shall be deemed nonresponsive. The contract option will not be awarded until all such interests are obtained.

INQUIRIES/QUESTIONS

Prospective Bidders shall submit contracting and technical inquiries and questions concerning this solicitation document via Bidder Inquiry in ProjNet at www.projnet.org/projnet.

a. To submit and review bid inquiry items, bidders will need to be a current registered user or self register into the system. To self-register, go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, enter the Bidder Inquiry Key for this solicitation listed below, your email address, and then click login. Fill in all required information and click create user. Verify that information on the next screen is correct and click continue.

b. From this page, you may view all bidder inquiries or add a new inquiry.

c. Bidders will receive an acknowledgement of their questions via email, followed by an answer to their questions after it has been processed by our technical team. ***Please Note: Bidders shall only submit one

(1) question per inquiry. All inquiries containing multiple questions shall be rejected***

d. The Solicitation Number is: W912DQ-17-B-1017

e. The Bidder Inquiry Key is: 8Z56B6-465AH8

f. The Plan Room Key is: 69HT6D-JJ9K4G http://www.projnet.org/projnet

The Bidder Inquiry System will be unavailable for new inquiries after September 12, 2017, at 4:01 PM local, Kansas City, time in order to ensure adequate time is allotted to form an appropriate response to inquiries and amend the Solicitation if necessary.

Bidders are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago) or by appointment for OCONUS. The telephone number for the Call Center is 1-800-428-HELP. Email to staff@rcesupport.com.

(End of Submission Requirements)

SECTION 00 72 00 – GENERAL CONDITIONS

The following clause has been added in full text:

52.217-7 Option for Increased Quantity – Separately Priced Line Item.

Option for Increased Quantity -- Separately Priced Line Item (Mar 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 365 Days. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of Clause)

(End of Summary of Changes)

SPECIFICATIONS:

Section 01 22 00.00 10 is being replaced in its entirety.

DRAWINGS: The following drawings are amended. Notes are on the drawings. A copy of each drawing accompanies this amendment.

G-002 G-006 G-007 G-008 B-207 C-107

CD107

CG107

CG204

CG301

CG302

CG403

LS100

S-501 S-502 S-503 S-509 S-510 S-512 S-513 S-514 mailto:staff@rcesupport.com

DODSON INDUSTRIAL PARK, PHASE 5 W912DQ-17-B-1017

BLUE RIVER BASIN, KC, MO

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS BASE CONTRACT

1.1.1 Sanitary Sewer Line Relocation

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Sanitary Sewer Line Boring & Sheetpiling

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Waterline Relocation

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Demolition

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Drainage Structures

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 I-wall Transitions

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Levee Pre-Loading

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Dynamic Compaction

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Levee Construction

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Stone Protection

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Mitigation

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Site Restoration

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEM - BASE CONTRACT

1.2.1 Unsatisactory Material Removal and Disposal

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.3 SINGLE JOB PAYMENT ITEM - CONTRACT OPTION

1.3.1 Downstream levee

1.3.1.1 Payment

01 22 00.00 10 - 1

1.3.1.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

01 22 00.00 10 - 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS BASE CONTRACT

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below for the BASE CONTRACT, which generally includes work from Station 0+00 to Station a61+00. 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 INCLUDING OFF-SITE BORROW MATERIAL, 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.

1.1.1 Sanitary Sewer Line Relocation

1.1.1.1 Payment

Payment will be made for costs associated with constructing a new 8-inch and/or 18-inch diameter PVC sanitary sewer line; associated manholes, service connections, and drops; demolition and abandonment of an existing 15-inch diameter VCP/DIP sanitary sewer line and associated manholes; and all other sanitary sewer work not specifically mentioned EXCLUDING PORTIONS

OF THE SANITARY SEWER LINE THAT REQUIRE BORING AND/OR SHORING TO CONSTRUCT.

This work generally occurs between levee stations 5+00 and 35+00 and is shown on the drawings that have sheet reference numbers that begin with

"SS".

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Sanitary Sewer Line Relocation Requiring Boring and/or Shoring& Sheetpiling

1.1.2.1 Payment

Payment will be made for costs associated with constructing a new 8-inch and/or 18-inch diameter PVC sanitary sewer line; associated manholes, service connections, and drops that require directional boring or shoring to construct. This work occurs intermittently between levee stations 5+00 and 35+00 and is reflected on the drawings that have sheet reference numbers that begin with "SS." Shoring and excavation limits are not typically shown and will be in accordance with EM 385-1-1.

01 22 00.00 10 - 3

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Waterline Relocation

1.1.3.1 Payment

Payment will be made for costs associated with constructing a new 30-inch diameter DIP water supply line; associated manholes, valves, fittings, and straddle blocks; demolition of an existing 30-inch diameter PCCP water supply line and associated valves and fittings; 42-inch protective steel casing and assocaited standpipe; concrete encasement; utility owner coordination; all other waterline work not specifically mentioned. This work generally occurs between levee stations 1+50 and 2+50 and is shown on the drawings that have sheet reference numbers that begin with "WS".

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Demolition

1.1.4.1 Payment

Payment will be made for costs associated with operations necessary for demolition of fences, existing riprap, storm sewers, debris piles, foundations, concrete slabs, curbs, gutters, pavements, and all other items shown for demoloition not specifically mentioned or included in another item. This work occurs throughout the levee limits and is shown on the drawings that have sheet reference numbers that begin with "CD".

1.1.4.2 Unit of Measure

Unit of measure: job.

1.1.5 Drainage Structures

1.1.5.1 Payment

Payment will be made for costs associated with operations necessary to construct the gravity drainage structures shown on the drawings at stations 29+36.34 and 42+25.71, including pipes, gatewells, gates, required excavations, grading for ditches, riprap stone protection, and all other associated features not specifically mentioned or included in another item.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.6 I-wall Transitions

1.1.6.1 Payment

Payment will be made for costs associated with operations necessary to construct the I-wall transitions at approximate stations 7+02, 8+07, 47+03, 01 22 00.00 10 - 4 a57+15, and a60+25, ; including sheetpile, concrete, waterstops, and all other associated features not specifially mentioned or included in another item.

1.1.6.2 Unit of Measure

Unit of measure: job.

1.1.7 Levee Pre-Loading

1.1.7.1 Payment

Payment will be made for costs associated with operations necessary to construct pre-loads at drainage structure and I-wall transitions (shown as Areas A-E) including settlement plate installation and monitoring, construction of preload, and removal of preload prior to levee or feature construction as required.

1.1.7.2 Unit of Measure

Unit of measure: job.

1.1.8 Dynamic Compaction

1.1.8.1 Payment

Payment will be made for costs associated with operations necessary to perform dynamic compaction within the limits shown on the plans in accordance with the specifications, including crane mobilization and demobilization, leveling fill, intermedate grading efforts, vibration monitoring, and any required site restoration before levee construction can begin.

1.1.8.2 Unit of Measure

Unit of measure: job.

1.1.9 Levee Construction

1.1.9.1 Payment

Payment will be made for costs associated with operations necessary to construct the levee as shown on the drawings, including stripping, clearing, grubbing, inspection trench, interior storm drainage utilities, aggregate surfacing, overbuild, seeding, and any other associated features not specifically mentioned or included in another item.

1.1.9.2 Unit of Measure

Unit of measure: job.

1.1.10 Stone Protection

1.1.10.1 Payment

Payment will be made for costs associated with operations necessary to construct stone protection on the riverside or landside levee slopes as shown on the drawings, inclucding bedding material, riprap material, hauling and placement costs and any other associated work not specifically

01 22 00.00 10 - 5 mentioned or included in another item.

1.1.10.2 Unit of Measure

Unit of measure: job.

1.1.11 Mitigation

1.1.11.1 Payment

Payment will be made for costs associated with operations necessary to construct environmental enhancements shown on the drawings. This work is shown on the drawings that have sheet reference numbers that begin with

"LS".

1.1.11.2 Unit of Measure

Unit of measure: job.

1.1.12 Site Restoration

1.1.12.1 Payment

Payment will be made for costs associated with site restoration activities not specifically mentioned or included in another item, such as seeding of disturbed areas, restoration of damaged paving, etc.

1.1.12.2 Unit of Measure

Unit of measure: job.

1.1.13 Unsuitable Material Removal

1.1.13.1 Payment

Payment will be made for costs associated with operations necessary to dispose of unsuitable material offsite. Unsuitable material is defined in the specifications and locations where it is expected to be encountered are shown on the drawings

1.1.13.2 Unit of Measure

Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEM - BASE CONTRACT

1.2.1 Unsatisactory Material Removal and Disposal

1.2.1.1 Payment

Payment for removal and disposal of unsatisfactory material from required excavations will be made at the applicable contract unit price per cubic yard for "Unsatisfactory Material Removal and Disposal". Price and payment shall constitute full compensation for furnishing all plant, labor, testing, employ of professional engineering services, equipment and material, and performing all operations necessary for excavation, any required testing, hauling, and disposal of the unsatisfactory material and

01 22 00.00 10 - 6 other incidental work required to remove the unsatisfactory material from the project site.

1.2.1.2 Unit of Measure

Unit of Measure: CY.

Measurement for the removal and disposal of unsatisfactory material will be made by the cubic yard and quantities determined by the average end area method from cross sections taken before excavation of the unsuitable material, and after excavation of the unsuitable material. Survey cross sections shall be taken in sufficient numbers to account for geometric changes in the cross sections, but not less than 25 foot increments measured along the areas to be excavated.

1.3 SINGLE JOB PAYMENT ITEM - CONTRACT OPTION

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below for the CONTRACT OPTION, which generally includes work from Station a61+00 to the end, at approximate Station a69+61. 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 INCLUDING OFF-SITE BORROW MATERIAL, 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.

1.3.1 Downstream levee

1.3.1.1 Payment

Payment will be made for costs associated with operations necessary to construct the levee as shown on the drawings, from Station a61+00 to the end, at approximate Station a69+61, including demolition, stripping, clearing, grubbing, inspection trench, interior storm drainage utilities pipes and structures INCLUDING THE PIPE TO BE JACKED UNDER EAST 87TH STREET, overbuild, levee preloading, settlement plate, one I wall transition, stone protection, ramp, aggregate surfacing, seeding, site restoration and any other associated features not specifically mentioned or included in another item.

1.3.1.2 Unit of Measure

Unit of Measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to

01 22 00.00 10 - 7

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.

-- End of Section --

01 22 00.00 10 - 8

US Army Corps of Engineers

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TITLESHEET NO.

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CADD FILE NAMEFILE NO.

G-001

B-202 BRD_B-202.DGN

G-002

BRD_G-001.DGN

BRD_G-002.DGN

G-003

G-004

BRD_G-003.DGN

BRD_G-004.DGN

B-203

B-204

C-102

C-101

C-103

BRD_B-203.DGN

BRD_B-204.DGN

BRD_C-101.DGN

BRD_C-102.DGN

BRD_C-103.DGN

C-104 BRD_C-104.DGN

C-105 BRD_C-105.DGN

C-106 BRD_C-106.DGN

CD105 BRD_CD105.DGN

CD106 BRD_CD106.DGN

CD107 BRD_CD107.DGN

CD101 BRD_CD101.DGN

CD102 BRD_CD102.DGN

CD103 BRD_CD103.DGN

CD104 BRD_CD104.DGN

B-201 BRD_B-201.DGN

G-006 BRD_G-006.DGN

BRD_G-005.DGNG-005

C-107 BRD_C-107.DGN

C-108 BRD_C-108.DGN

G-007 BRD_G-007.DGN

COVER SHEET

SHEET INDEX

LEGEND

VICINITY AND LOCATION MAP

G-008 BRD_G-008.DGN

ALIGNMENT DATA

B-205 BRD_B-205.DGN

B-206

B-207

BRD_B-206.DGN

BRD_B-207.DGN

B-302 BRD_B-302.DGN

B-303 BRD_B-303.DGN

BRD_B-304.DGN

B-301 BRD_B-301.DGN

B-305 BRD_B-305.DGN

B-304

DETACHED BORING LOGS

B-307 BRD_B-307.DGN

B-308 BRD_B-308.DGN

BRD_B-309.DGN

B-306 BRD_B-306.DGN

B-310 BRD_B-310.DGN

B-309

DETACHED BORING LOGS

B-312 BRD_B-312.DGN

B-313 BRD_B-313.DGN

BRD_B-314.DGN

B-311 BRD_B-311.DGN

B-315 BRD_B-315.DGN

B-314

DETACHED BORING LOGS

TITLESHEET NO. CADD FILE NAMEFILE NO.

CG201

CG202

CG203

CG401

CG402

BRD_CG201.DGN

BRD_CG202.DGN

BRD_CG203.DGN

BRD_CG401.DGN

BRD_CG402.DGN

CG403 BRD_CG403.DGN

CG404 BRD_CG404.DGN

CG405

CG406

CG301

CG302

BRD_CG405.DGN

BRD_CG406.DGN

BRD_CG301.DGN

BRD_CG302.DGN

CG504 BRD_CG504.DGN

CG506 BRD_CG506.DGN

CG501

CG502

BRD_CG501.DGN

BRD_CG502.DGN

CG503 BRD_CG503.DGN

CG505 BRD_CG505.DGN

ACCESS RAMP 3, PLAN AND PROFILE

ACCESS RAMP 4, PLAN AND PROFILE

STORM LINE 1, PLAN AND PROFILE

STORM LINE 2, PLAN AND PROFILE

OUTFALL DITCH & GATEWELL STRUCTURE 1, STA. 29+36.34, PLAN AND PROFILE

OUTFALL DITCH & GATEWELL STRUCTURE 2, STA. 42+25.71, PLAN AND PROFILE

DRAINAGE DITCH 1 & 2, PLAN AND PROFILE

TYPICAL RAMPS, TURNOUTS, AND MISCELLANEOUS DETAILS

DRAINAGE DETAILS

STORM SEWER, FIELD INLET DETAILS

STORM SEWER, JUNCTION BOX DETAILS

ACCESS RAMP DETAILS

GEOTECHNICAL

DEMOLITION

BRD_CG101.DGNCG101

CG102

CG103

CG104

BRD_CG102.DGN

BRD_CG103.DGN

BRD_CG104.DGN

CG105 BRD_CG105.DGN

CG106

CG107

CG108

CG109

BRD_CG106.DGN

BRD_CG107.DGN

BRD_CG108.DGN

BRD_CG109.DGN

PLAN AND PROFILE, STA. 00+00 TO STA. 07+85

PLAN AND PROFILE, STA. 07+85 TO STA. 18+00

PLAN AND PROFILE, STA. 18+00 TO STA. 28+00

GRADING

PLAN AND PROFILE, STA. 28+00 TO STA. 38+00

TYPICAL CROSS SECTIONS

ACCESS RAMP 2, PLAN AND PROFILE

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS, STA. 00+00 TO STA. 07+85

CONSTRUCTION LIMITS, STA. 07+85 TO STA. 18+00

CONSTRUCTION LIMITS, STA. 18+00 TO STA. 28+00

CONSTRUCTION LIMITS, STA. 28+00 TO STA 38+00

CONSTRUCTION LIMITS, BORROW AREA 2

CONSTRUCTION LIMITS, STA. 38+00 TO STA. a48+00

CONSTRUCTION LIMITS, STA. a48+00 TO STA. a58+00

CONSTRUCTION LIMITS, STA. a58+00 TO STA. a69+61

PLAN AND PROFILE, STA. 38+00 TO STA. a48+00

PLAN AND PROFILE, STA. a48+00 TO STA. a58+00

PLAN AND PROFILE, STA. a58+00 TO STA. a69+61

BORING PLAN AND PROFILE, STA. 00+00 TO STA. 07+85

BORING PLAN AND PROFILE, STA. 07+85 TO STA. 18+00

BORING PLAN AND PROFILE, STA. 18+00 TO STA. 28+00

BORING PLAN AND PROFILE, STA. 38+00 TO STA. a48+00

BORING PLAN AND PROFILE, STA. a58+00 TO STA. a69+61

DEMOLITION PLAN, STA. 00+00 TO STA. 07+85

DEMOLITION PLAN, STA. 07+85 TO STA. 18+00

DEMOLITION PLAN, STA. 18+00 TO STA. 28+00

DEMOLITION PLAN, STA. 28+00 TO STA. 38+00

DEMOLITION PLAN, STA. a48+00 TO STA. a58+00

DEMOLITION PLAN, STA. a58+00 TO STA. a69+61

DEMOLITION PLAN, STA. 38+00 TO STA. a48+00

STORM LINE 3, PLAN AND PROFILE

GENERAL NOTES

PLAN AND PROFILE, BORROW AREA 1

PLAN AND PROFILE, BORROW AREA 2

CHAIN-LINK FENCE DETAILS

BORING PLAN AND PROFILE, STA. 28+00 TO STA. 38+00

OVERALL PLAN VIEW AND CONSTRUCTION STAGING

BORING PLAN AND PROFILE, STA. a48+00 TO STA. a58+00

CG204 ACCESS RAMP 5, PLAN AND PROFILE BRD_CG204.DGN

LS101 BRD_LS101.DGN

LS102 BRD_LS102.DGN

LS501 BRD_LS501.DGN

ENVIRONMENTAL

LS100 BRD_LS100.DGNSITE PLANTING, OVERALL PLAN VIEW

ENVIRONMENTAL ENHANCEMENT DETAILS

WATERLINE RELOCATION

SANITARY SEWER RELOCATION

SS_G-001

SS_G-002

SS_G-003

SS_C-100

SS_CU201

SS_CU202

SS_CU203

BRD_SS_G-001.DGN

BRD_SS_G-002.DGN

WS_G-001 WATERLINE RELOCATION COVER SHEET BRD_SS_G-001.DGN

WS_G-002 BRD_WS_G-002.DGN

WS_G-003 BRD_WS_G-003.DGN

WS_CU101 WATERLINE RELOCATION SITE PLAN BRD_WS_CU101.DGN

WS_CU201 WATERLINE RELOCATION PLAN AND PROFILE BRD_WS_CU201.DGN

WS_CU501 BRD_WS_CU501.DGN

WS_CU502 BRD_WS_CU502.DGN

WATERLINE RELOCATION DETAILS

SANITARY SEWER RELOCATION COVER SHEET

BRD_SS_G-003.DGN

BRD_SS_C-100.DGN

BRD_SS_CU201.DGN

BRD_SS_CU202.DGN

BRD_SS_CU203.DGN

SS_CD101

SS_CD102

SS_CD103

BRD_SS_CD101.DGN

BRD_SS_CD102.DGN

SANITARY SEWER RELOCATION LINE 1 - PLAN AND PROFILE, STA 0+00 TO 10+50

SS_CU501 BRD_SS_CU501.DGNSANITARY SEWER RELOCATION DETAILS

BORROW AREA 2, PLANTING PLAN

WS_CU503 BRD_WS_CU503.DGN

WS_CU504 BRD_WS_CU504.DGN

WATERLINE RELOCATION DETAILS

WATERLINE RELOCATION GENERAL NOTES AND LEGEND

WATERLINE RELOCATION SURVEY CONTROL

SANITARY SEWER RELOCATION GENERAL NOTES AND LEGEND

SANITARY SEWER RELOCATION SURVEY CONTROL AND OVERALL SITE PLAN

SANITARY SEWERE RELOCATION EXISTING STRUCTURE SURVEY DATA

SANITARY SEWER RELOCATION DEMOLITION PLAN

SANITARY SEWER RELOCATION LINE 1 - PLAN AND PROFILE, STA 10+50 TO STA 22+25

SANITARY SEWER RELOCATION LINE 1 - STA 22+25 TO 26+71, LINE 2 & LINE 3, PLAN AND PROFILE

BORROW AREA 1, MITIGATION PLANTING

UTILITY PLAN

EXISTING STRUCTURE SURVEY DATA BRD_CU100.DGNCU100

A M

E N

D M

E N

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L E B

L O

C K A

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E D

A M

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D M

E N

-S

H E

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U A

D D

E D

2 1

J .L .S

R .G .J

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M E

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-U

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E D S

T A

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D C

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D E

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N S

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D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

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A S C

S O

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Number:

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Sheet

F il e n u m b e r:

D O

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H A

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F L

O O

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R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T

D I

S x

R C

U/ C

U /C

OPEN STORAGE

T T

PILE

OPEN STORAGE

O P E

N S

T O

R A

G E

OPEN STORAGE

O P E

N S

T O

R A

G E

O P E

N S

T O

R A

G E

L D

O P E

N S

T O

R A

G E

A B N

D R

D E B R

S T E E L

D I

60+00

65+

0+00

1+00

2+00

3+00 3+653+65

J S

R R

J S

R R

R J

A N

S E

D E

N B

E R

G E

D I

S x

R C

U/ C

U /C

OPEN STORAGE

T T

PILE

OPEN STORAGE

O P E

N S

T O

R A

G E

OPEN STORAGE

O P E

N S

T O

R A

G E

O P E

N S

T O

R A

G E

L D

O P E

N S

T O

R A

G E

A B N

D R

D E B R

S T E E L

88TH TERRACE

87TH TERRACE

B L U E R

E R

K M

A N M

L S R

EXISTING BANNISTER LEVEE

REF G-007 FOR COORDS. & ELEV.

PROJECT BENCHMARK JA 117

H S

STA a48+46.77

STA 6+88.44TO

NEW LEVEE

STA 2+50.00

STA 0+00.00 TO

TO EXISTING BANNISTER LEVEE)

(TIE EXISTING BOONE CREEK LEVEE

NEW LEVEE

0 300 600

SCALE: 1" = 300'-0"

100300

NO SCALE

PROJECT BENCHMARK JA-117

NO SCALE

PROJECT BENCHMARK JA-117A

G-006

A N

D C

O N

S T

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C T

N S

T A

O V

E R

A L L P

L A

N V

STOCKPILE NOTES

= STA. a47+83.99 AHEAD

STA. 47+95.24 BACK

EXISTING STOCKPILE 3 IS SATISFACTORY IMPERVIOUS MATERIAL.

EXISTING STOCKPILES 1 AND 2 ARE SATISFACTORY RANDOM MATERIAL.

CONSTRUCTION STAGING

EXISTING BOONE CREEK LEVEE

TO PROSPECT AVE)

(TIE EXISTING BOONE CREEK LEVEE

NEW LEVEE / I-WALL

EXISTING STOCKPILE 1

EXISTING STOCKPILE 2

BORROW AREA 1

EXISTING FLOODWALL

REF G-007 FOR COORDS. & ELEV.

PROJECT BENCHMARK JA 117 A

BORROW AREA 2

EXISTING STOCKPILE 3

M A N C

H E S

R A

V E

M E

N D

M E

N T

-M

O D

D B

O R

R O

W A

R E

R A

M P

A N

D S

T A a

O E

N D

J .L .S

STA a61+00 STA a57+15.23 TO

NEW LEVEE

R .G .J

STA a69+61 (OPTION) STA a61+00 TO

NEW LEVEE

M E

N D

M E

N T

-A

D D S

T A

N a

O E

N D A

S O

P T

U P

D A

T E

D N

O T

E S

DAYS) AFTER NTP.

ALL WORK FROM STATIONS a57+15.23 TO a61+00 SHALL BEGIN NO SOONER THAN 1 YEAR (365

ADJACENT LEVEE CONSTRUCTION.

CONSTRUCT STORM DRAINS AT APPROXIMATE LEVEE STATION a57+00 TO a69+61 PRIOR TO

TO ACHIEVE FOUNDATION SETTLEMENT AT PRELOADS IS APPROXIMATELY 150 DAYS.

SETTLEMENT PRIOR TO I-WALL OR DRAINAGE STRUCTURE CONSTRUCTION. EXPECTED TIME

CONSTRUCT PRELOADS AT AREAS A, B, C, D, E, AND F (OPTION) TO ALLOW FOR FOUNDATION

FOOTPRINT OF AREA B.

SWALE NEAR STATION 40+00 WHILE ANY PRELOAD OR LEVEE FILL IS PLACED IN THE

CONSTRUCT PRELOAD AT AREA B. DO NOT EXCAVATE CUT-OFF TRENCH ACROSS EXISTING

42+25. AFTER BACKFILLING REQUIRED EXCAVATION WITH IMPERVIOUS MATERIAL,

PRIOR TO REQUIRED FOUNDATION EXCAVATION FOR GATEWELL LOCATED AT LEVEE STATION

PERFORM DYNAMIC COMPACTION BETWEEN APPROXIMATE LEVEE STATION 40+00 TO 47+00

ACCORDANCE WITH SPECIFICATIONS.

TO 2+50. ANY REQUIRED OUTAGES OF THE EXISTING 30" WATER LINE MUST BE COMPLETED IN

RELOCATE WATERLINE PRIOR TO LEVEE CONSTRUCTION: APPROXIMATE LEVEE STATION 0+00

LEVEE STATION 6+88 TO 34+00.

RELOCATE SANITARY SEWER PRIOR TO ADJACENT LEVEE CONSTRUCTION: APPROXIMATE

A P

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P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

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A S C

S O

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C O

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Number:

Reference

Sheet

F il e n u m b e r:

D O

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R O J E

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A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T

J S

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J S

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R J

A N

S E

D E

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G E

PROJECT BENCHMARKS

A L

N M

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T D

A T

PROJECT BENCHMARKS SHOWN ON G-006.

G-007

R .G .J

2 1 A

M E

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M E

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-R

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O N

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O L L

E D

A T

A F

O R A

C C

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S R

A M

P S

T A a

J .L .S

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O a

GENERAL

UTILITIES

TRAFFIC CONTROL AND ACCESS

STOCKPILING REUSABLE MATERIAL

SEEDING

G-008

G E

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DEMOLITION

GRADING

DYNAMIC COMPACTION

TREE CLEARING

R J

A N

S E

SPECIFICATION SECTION 32 92 19.

RIPRAP, QUARRY RUN ROCK, AGGREGATE SURFACING OR PAVEMENT SHALL RECEIVE SEED PER LS100, LS101, LS102 AND

1. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL AREAS DISTURBED BY CONSTRUCTION NOT DESIGNATED TO RECEIVE

DOES NOT MEET THE SPECIFICATION, THE FILL SHALL BE DISPOSED OF IN AN APPROVED LANDFILL.

3. EXISTING FILL FROM INSPECTION TRENCH TO BE REUSED FOR LEVEE EMBANKMENT IF IT MEETS THE SPECIFICATION. IF IT

REQUIREMENTS OF SPECIFICATION SECTION 32 92 19.

2. TOPSOIL STRIPPED MAY BE TEMPORARILY STOCKPILED. THE STOCKPILED TOPSOIL INTENDED TO BE REUSED SHALL MEET THE

MATERIALS IN THE TEMPORARY STOCKPILE SHALL BE REMOVED AND DISPOSED PER SPECIFICATIONS.

REUSED ON-SITE, SHALL MEET THE REQUIREMENTS OF SPECIFICATION 35 41 02. AT PROJECT COMPLETION, ANY REMAINING

SHOWN ON DRAWINGS, OR OTHER OPEN AREA COORDINATED WITH COR. THE STOCKPILED MATERIALS INTENDED TO BE

1. MATERIAL EXCAVATED FROM THE PROJECT MAY BE TEMPORARILY STOCKPILED IN THE STAGING AND STORAGE AREA AS

1. LIMITS OF DYNAMIC COMPACTION ARE SHOWN ON G-007. SEE SPECIFICATIONS FOR DYNAMIC COMPACTION REQUIREMENTS.

5. FOR EXISTING SANITARY AND STORM SEWER STRUCTURE SURVEY DATA, SEE SHEET CU100.

NOTIFY COR IMMEDIATELY FOR FURTHER REVIEW.

4. IT IS ASSUMED THAT ALL UTILITIES NOTED AS ABANDONED ARE DONE SO WITH CONCRETE. IF OTHER CONDITIONS ARE FOUND, ALL UTILITIES TO BE RELOCATED PRIOR TO UTILITY OWNER NOTIFICATION.

CONSTRUCTION THAT WOULD AFFECT OR IS WITHIN THE VICINITY OF THE SPECIFIED UTILITY. CONTRACTOR SHALL FIELD VERIFY

WEEKS (OR WITH SUFFICIENT ADVANCED NOTICE AS REQUIRED BY UTILITY OWNERS, WHICHEVER IS GREATER) PRIOR TO ANY

3. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH UTILITY OWNERS FOR RELOCATIONS AS IN THE SPECIFICATIONS OR 8

2. IF UTILITY SIZE OR MATERIAL ARE NOT DISPLAYED ON PLANS, THE INFORMATION IS UNKNOWN.

ELEVATION OF THE EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.

UTILITY COMPANY FOR LOCATION SERVICES. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND

ONLY. LOCATION OF UTILITIES INDICATED IS APPROXIMATE. PRIOR TO ANY EXCAVATION, CALL 1-800-DIG-RITE OR APPROPRIATE

1. THE UTILITIES SHOWN HEREON REFLECT SURFACE EVIDENCE, SUPPLEMENTED WITH FOUND UTILITY LOCATION MARKINGS

BE REMOVED.

3. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING AND REMOVING SERVICE UTILITIES FOR BUILDING PADS DESIGNATED TO

2. DEMOLITION OF BUILDING SHALL BE PER PROJECT SPECIFICATIONS.

REQUIRED FOR WORK WITHIN THE GRADING LIMITS, AS SHOWN ON THE DEMOLITION PLAN AND GRADING PLAN.

1. REMOVE BUSHES, TREES AND SHRUBS, DEBRIS PILES, CURB AND GUTTER, PAVEMENT AND ANY OTHER OBSTRUCTIONS AS

3. MINIMIZE TREE CLEARING OF TREES LARGER THAN 2' IN DIAMETER WITHIN THE CONSTRUCTION LIMITS.

2. TREE CLEARING IS RESTRICTED TO 01 NOVEMBER THROUGH THE FOLLOWING 31 MARCH.

RESTRICTIONS IN SPECIFICATION SECTION 31 11 00.

1. REMOVAL OF TREES GREATER THAN 3 INCHES DIAMETER AT BREAST HEIGHT (DBH) MUST BE PERFORMED WITHIN THE

M E

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M E

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-M

O V

E D D

E M

O L

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E T

O T

R E

E C

L E

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G N

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E D

G N

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E D T

R A

F F

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O L A

N D A

C C

E S

S N

O T

J .L .S

ROAD IS NOT ALLOWED.

5. CONTRACTOR SHALL ONLY PARK VEHICLES IN LOCATION SHOWN ON PLANS FOR CONSTRUCTION LIMITS. PARKING ALONG THE

CONTROL DEVICES.

4. ALL TRAFFIC CONTROL SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE MANUAL OF UNIFORM TRAFFIC

LIMITED TO: OBJECT MARKERS, HORIZONTAL ALIGNMENT SIGNS, ETC.

YIELD SIGNS, STOP SIGNS, SPEED LIMIT SIGNS, ETC. WARNING SIGNS ARE DEFINED BY THE MUTCD TO INCLUDE BUT ARE NOT

PERMANENT SIGNAGE IS REMOVED. REGULATORY SIGNS ARE IDENTIFIED BY THE MUTCD TO INCLUDE BUT ARE NOT LIMITED TO:

APPROPRIATE TEMPORARY SIGNAGE SHALL BE IN PLACE FOR ALL REGULATORY AND WARNING SIGNS FOR THE PERIOD WHICH

3. ALL STREET SIGNS REMOVED FOR CONSTRUCTION SHALL BE PERMANENTLY REPLACED AS SOON AS PRACTICAL.

2. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL.

TEMPORARY ACCESS SHALL BE ADEQUATE TO SUPPORT EMERGENCY VEHICLE TRAFFIC.

1. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT LEAST ONE-LANE ACCESS TO ALL BUILDINGS FOR EMERGENCY SERVICES.

J .L .S

THE LIMITS SHOWN WITH THE CONTRACTING OFFICER.

ORIGINAL CONSTRUCTION LIMITS SHOWN AFTER COVER IS REESTABLISHED. CONTRACTOR SHALL COORDINATE WORK OUTSIDE

PERFORM THIS ADDITIONAL WORK, THE CONTRACTOR SHALL EXPAND THESE LIMITS AND THEN RETURN THE LIMITS TO THE

ADDITIONAL WORK MAY BE REQUIRED OUTSIDE OF THESE LIMITS FOR THE PURPOSE OF UTILITY EXTENSIONS. IN ORDER TO

THE CONSTRUCTION LIMITS SHOWN REPRESENT THE WORK LIMITS REQUIRED FOR CONSTRUCTION OF THE PROJECT. 17.

PLANTING PER SPECIFICATION SECTIONS.

THE SLOPES TO REDUCE COMPACTION. COMPACTED AREAS DUE TO TRAFFIC SHALL BE PROPERLY PREPARED PRIOR TO

16. AREA WITHIN CONSTRUCTION LIMITS MAY BE USED FOR STAGING AND STORAGE. CONTRACTOR SHALL MINIMIZE TRAFFIC ON

MISSOURI STAFF TO THE EXISTING LEVEE AND FLOODWALL.

15. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS FOR ROUTINE OPERATIONS AND MAINTENANCE BY KANSAS CITY

VEGETATION WITHIN THE CONSTRUCTION LIMITS THROUGH PERIOD OF PERFORMANCE.

THROUGH OCTOBER 31) THROUGHOUT THE PERIOD OF PERFORMANCE. CONTRACTOR SHALL MAINTAIN ALL RIPRAP FREE OF

14. CONTRACTOR SHALL MOW THE PROJECT AREA INSIDE OF THE CONSTRUCTION LIMITS AT LEAST ONCE PER MONTH (APRIL 1

MISSOURI AND SUBMIT BOTH THE PERMIT AND TRAFFIC CONTROL PLAN TO COR PRIOR TO START OF CONSTRUCTION.

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD - LATEST EDITION). CONTRACTOR SHALL OBTAIN A PERMIT FROM KANSAS CITY

AND ENSURE THAT THE GENERAL PUBLIC IS PROTECTED AT ALL TIMES. TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF

13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TRAFFIC CONTROL MEASURES NECESSARY TO AVOID ROAD CLOSURES

THE IMMEDIATE AREA OF WORK BEING PERFORMED IS NOT PERMITTED.

COMPACTING RUTS. BLADING IS NOT ALLOWED. DRIVING, PARKING OR STORING MATERIAL ON THE LEVEE SLOPE OUTSIDE OF

DOCUMENT PRE AND POST-CONSTRUCTION ELEVATIONS. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY BY FILLING AND

NEAREST TENTH OF A FOOT SHALL BE TAKEN AT 10-FOOT INTERVALS IN EACH WHEEL TRACK ON THE LEVEE CREST TO

DOCUMENT PRE-CONSTRUCTION CONDITION. ADDITIONALLY, PRE AND POST-CONSTRUCTION SURVEY SHOTS ACCURATE TO THE

7+10. CONTRACTOR SHALL CONDUCT A WALKING VIDEO SURVEY OF THE LEVEE CREST AT THE START OF CONSTRUCTION TO

12. CONSTRUCTION TRAFFIC IS PERMITTED ON THE EXISTING LEVEE CREST AND ACCESS RAMP BETWEEN STATION 2+50 AND

MATCH EXISTING

11. REMOVE AND REPLACE FENCE AND GATES AT PROPERTY LINES AS INDICATED ON PLAN SHEETS. FENCE HEIGHTS SHALL

SHALL NOT BE CONSTRUED AS LIMITING COMPETITION.

10. REFERENCES TO SPECIFIC PRODUCTS OR MATERIALS SHALL BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND

EXISTING DRAINAGE PATTERNS.

9. UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL RETURN SITE TO PRE-CONSTRUCTION GRADE AND REESTABLISH

8. ALIGNMENT DATA FOR LEVEE CENTERLINE AND RAMPS IS LOCATED ON G-007.

7. REMOVE CONSTRUCTION DEBRIS, WASTE MATERIALS, PACKAGING MATERIALS AND THE LIKE FROM THE WORK SITE DAILY.

6. NO BLASTING SHALL BE ALLOWED.

ACTIVITIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING ALL DEMOLITION AND CONSTRUCTION

CONSTRUCTION.

4. STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AND CLEAR OF TRASH AND DEBRIS THROUGHOUT DEMOLITION AND

REGULATIONS GOVERNING SUCH OPERATIONS.

DEMOLITION OR CONSTRUCTION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR FEDERAL

3. CONTRACTOR IS TO REMOVE AND DISPOSE OFF-SITE OF ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM

DISTURBED BY CONSTRUCTION ACTIVITIES.

MONUMENTS AND IS RESPONSIBLE FOR RE-ESTABLISHMENT OF ANY PROPERTY CORNERS OR SURVEY MONUMENTS IF

THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SURVEY

FLOODWALL, BUILDINGS, DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER

REPAIRS OF DAMAGE TO ANY EXISTING FEATURES DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO: EXISTING

PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING ALL PHASES OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR

2. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID

TO CONSTRUCTION.

THE LOCAL LAND DISTURBANCE PERMIT AND NPDES EROSION AND SEDIMENT CONTROL PERMIT FROM MDNR AND KCMO PRIOR

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LOCAL AND STATE PERMITS INCLUDING BUT NOT LIMITED TO

A M

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-N

O T

E A

D D

E D

N O

T E U

P D

A T

E D

3. GRADING SHOWN IN PLAN VIEW IS BASED ON DESIGN ELEVATION OF LEVEE.

REPAIR.

PIERS OR FOOTING DURING CONSTRUCTION ACTIVITIES. IF DAMAGE OCCURS, IT IS THE CONTRACTORS RESPONSIBILITY TO

COORDINATE GRADING ACTIVITIES WITH COR AND MODOT. CONTRACTOR SHALL TAKE EXTRA CARE NOT TO DAMAGE BRIDGE

2. PROPOSED GRADING WILL ENCROACH ON THE NORTHBOUND BRIDGE PIERS OF BRUCE R. WATKINS. CONTRACTOR SHALL

PRIOR TO BEING BROUGHT ON-SITE.

35 41 00 PARAGRAPH "REQUIREMENTS FOR OFF-SITE SOILS" AND RESULTS SENT TO THE COR FOR REVIEW AND APPROVAL

MATERIALS SHALL BE SAMPLED EVERY 3000 CUBIC YARDS, AND ANALYZED IN ACCORDANCE WITH THE SPECIFICATION SECTION

1. OFF-SITE BORROW MATERIALS SHALL NOT BE BROUGHT ON-SITE FOR USE AS BACKFILL UNTIL APPROVED BY COR. BORROW

R .G .J

M E

N D

M E

N T

-U

P D

A T

E D N

O T

US Army Corps of Engineers

A P

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D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

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E E

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U .S

A R

M Y E

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T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

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K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T

A P

P R

D A

T E

D E

S C

N S

Y M

D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

N I

N D

U S

T R

L P

A R

K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T a a a6 9+

T R

E E

MARSH

SHRUB

TREES

ADU-24

786.8 a 58+43.76

-35.6

FILL

SHALE

TP 85

785.5 a 58+94.59

-38.2

FILL

AD-88

787.0 a 60+26.26

10.2

FILL

SHALE

ADU 67

785.5 a 62+25.70

-2.7

SHALE

ADU-52

797.5 a 63+42.87

-44.3

ASPHALT

ADU-89A

796.0 a 64+17.57

-71.6

CONCRETE

FILL

AD-89

796.0 a 64+33.78

-65.2

CONCRETE

SHALE

AD-90

792.0 a 65+74.83

-37.6

SHALE

TP 86

790.7 a 67+55.52

-2.1

AD-91B

800.0 a 67+82.47

-33.2

ASPHALT

FILL

B-207

STREET

CONNECTOR

M A

N C

H E

S T

E R A

V E

PROFILE

PLAN

PROFILE

a69+00a64+00 a65+00 a66+00 a67+00 a68+00a58+00 a59+00 a60+00 a62+00a61+00 a63+00

EXISTING GROUND

LC LEVEE

1 O N

1 ON 3

E L E

V A

N I

N F

E E

T B

A S

E D O

N N

A V

0 501050 100

VERT SCALE: 1" = 20'-0"

HORIZ SCALE: 1" = 50'-0"

B L U

E R

C LEVEE

ACTIVE LANDFILL

NORTH BOUND RAMP

PARKWAY (71 HIGHWAY)

BRUCE R WATKINS

ADU-24

ADU 67

ADU-52

ADU-89A

AD-89

AD-90

TP 86

AD-91B

AD-91A

AD-91

TP-85

S T

A a T

O S

T A a

B O

G P

L A

N A

N D P

R O

O L

D E

M A

T C

H L

E S

H E

E T N

B -2

MATCH LIN

E SHEET NO. B

-206

AD 88

DESIGN TOP OF LEVEE

S J

O U

S E

M L

A R

S O

B E

L L E

FOR DETACHED BORING LOGS

3. SEE B-301 THROUGH B-315

SHEET G-007.

2. FOR ALIGNMENT DATA, SEE

SHEET G-005 AND G-006.

AND OVERALL PLAN VIEW, SEE

1. FOR VICINITY, LOCATION

SHEET NOTES

J .L .S

A M

E N

D M

E N

-R

E M

O V

E D S

T A a

O a

R .G .J

A M

E N

D M

E N

-A

D D

E D S

T A

N a

O a

A P

P R

D A

T E

D E

S C

N S

Y M

D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

N I

N D

U S

T R

L P

A R

K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T a a a6 9+

N 1,022,228.20

E 2,775,770.31

N 1,021,967.01

E 2,775,933.86

N 1,021,948.06

E 2,775,802.44

N 1,021,933.02

E 2,775,859.33

N 1,022,174.26

E 2,775,852.87

N 1,022,095.62

E 2,775,870.38

N 1,022,099.24

E 2,775,878.76

N 1,022,015.76

E 2,775,913.96

N 1,021,987.59

E 2,775,960.11

N 1,022,024.97

E 2,776,052.10

N 1,022,066.16

E 2,776,066.55

N 1,022,140.18

E 2,776,046.92

N 1,022,171.69

E 2,776,061.84

N 1,022,206.56

E 2,776,110.42

N 1,022,240.72

E 2,776,118.60

N 1,022,333.18

E 2,776,318.43

N 1,022,373.39

E 2,776,308.27

N 1,022,391.98

E 2,776,091.82

N 1,022,455.59

E 2,775,972.64

N 1,022,575.48

E 2,775,943.29

N 1,022,660.78

E 2,775,913.59

N 1,022,780.97

E 2,775,836.33

0 501050 100

SCALE: 1" = 50'-0"

C-107

J S

R R

J S

R R

R J

A N

S E

D E

N B

E R

G E

MATCH LIN

E SHEET NO. C

-106

B L U E R

E R

STREET

C LEVEEL

CONSTRUCTION LIMITS

FOLLOW 10' FROM EDGE OF SHOULDER

CONSTRUCTION LIMITS

S T

A a T

O S

T A a

C O

N S

T R

U C

N L

STORM LINE 3

BRUCE R. WATKINS PARKWAY

(71 HIGHWAY)

NORTHBOUND RAMP TO

BRUCE R. W

ATKINS PARKWAY

(71 H

IGHWAY)

J .L .S

M E

N D

M E

N T

-R

E M

O V

E D C

O N

T O

U R

S F

O R C

L A

A M

E N

D M

E N

-R

E V

E D L

R E

M O

V E

D S

T O

R M D

R A

N D S

T A a

O a

R .G .J

A M

E N

D M

E N

-A

D D

E D S

T A

N a

O a

A P

P R

D A

T E

D E

S C

N S

Y M

D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

N I

N D

U S

T R

L P

A R

K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T a a a6 9+

0 501050 100

SCALE: 1" = 50'-0"

J S

R R

J S

R R

R J

A N

S E

D E

N B

E R

G E

MATCH LIN

E SHEET NO. C

D106

CD107

S T

A a T

O S

T A a

D E

M O

N P

L A

C LEVEE

REMAIN UNDISTURBED

HIGHWAY LIGHT TO

EXISTING MODOT

B L

U E R

E R

CONSTRUCTION LIMITS

DEMOLITION PLAN LEGEND

UTILITY REMOVAL

RIP RAP/DEBRIS REMOVAL

GRAVEL, CONCRETE SIDEWALK, CURB & GUTTER)

PAVEMENT & SUBGRADE REMOVAL (ASPHALT,

BUILDING & FOUNDATION REMOVAL

FENCE REMOVAL

T R

A F F

W A

Y M

A N

C H

E S

T E

STREET

(71 H

IGHWAY)BRUCE R. W

ATKINS PARKWAY

NORTHBOUND RAMP TO

REPLACED PER DETAIL ON CG504.

SHALL BE REMOVED AND

EXISTING RIPRAP BELOW BRIDGE

US 71 HIGHWAY (NORTHBOUND)

BRUCE R WATKINS PARKWAY

J .L .S

M E

N D

M E

N T

-R

E V

E D L

T S

R E

M O

V E

D S

T O

R M D

R A

N D S

T A a

O a

R .G .J

A M

E N

D M

E N

-A

D D

E D S

T A

N a

O a

A P

P R

D A

T E

D E

S C

N S

Y M

D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

N I

N D

U S

T R

L P

A R

K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T a a a6 9+

T R

E E

SHRUB

TREES

785 7

795 795

795795

0 8

800800800

805805805

810 810 810 810

810810810

810810810 810810810

TRANSI

O N

SLO

E 2,775,994.84

N 1,022,391.31

E 2,775,955.28

N 1,022,442.40

E 2,775,924.09

N 1,022,569.80

E 2,775,895.48

N 1,022,651.96

E 2,775,860.73

N 1,022,706.02

J S

R R

J S

R R

R J

A N

S E

D E

N B

E R

G E

MATCH LIN

E SHEET NO. C

G106

CG107

STREET

CONNECTOR

M A

N C

H E

S T

E R A

V E

PROFILE

PLAN

PROFILE

a69+00a64+00 a65+00 a66+00 a67+00 a68+00a58+00 a59+00 a60+00 a62+00a61+00 a63+00

EXISTING GROUND

EL. 800.90

STA a60+73.09

1 O N

1 ON 3

E L E

V A

N I

N F

E E

T B

A S

E D O

N N

A V

0 501050 100

VERT SCALE: 1" = 20'-0"

HORIZ SCALE: 1" = 50'-0"

B L U

E R

C LEVEE

(DEAD END)

MANCHESTER AVE.

ACTIVE LANDFILL

NORTH BOUND RAMP

PARKWAY (71 HIGHWAY)

BRUCE R WATKINS

S T

A a T

O S

T A a

P L

A N A

N D P

R O

A = 13,000 SF

PLACE RIPRAP TO EXTENT SHOWN

M A

T C

H L

E S

H E

E T N

O C

AREA E

SEE ABUTMENT TRANSITION DETAIL ON CG504

S = -0.0013 FT/FT

DESIGN EL. 801.26

OVERBUILD EL. 801.76

STA a58+00

TOP OF LEVEE

DESIGN

SETTLEMENT PLATE a60+00

LEVEE STA. a60+50

END INSPECTION TRENCH

OR FOUNDATION

DO NOT DISTURB LIGHTPOLE

CG302

TYPICAL CROSS SECTION F ON

INSTALL LANDSIDE RIPRAP PER

TIE INTO EXISTING

INSTALL NEW FENCE

SEE CG403

STORM DRAIN

EL. 800.90

STA a60+33.18

END OF WALL CAP

PRELOAD AREA E

TO STA. a60+38.71

STA a59+73.00

PRELOAD AREA E

J .L .S

M E

N D

M E

N T

E V

E D T

R A

N S

N F

O R O

V E

R B

J .L .S

R .G .J

EL. 800.85

STA a61+27.96

TO STA a62+40.00

STA a61+63.84

PRELOAD AREA F

EL. 800.85

STA a61+77.85

END OF WALL CAP

DESIGN EL. 800.85

OVERBUILD EL. 803.85

STA a64+50

DESIGN EL. 800.85

STA a64+00

S = 0.060

FT/FT

TOP OF LEVEE

DESIGN

EXISTING GROUND

S = 0.00 FT/FT

DESIGN EL. 800.85

OVERBUILD EL. 803.85

STA a67+35

STA a64+53.35

TOE OF ROAD EMBANKMENT

END INSPECTION TRENCH AT

S = -0.0198 FT/FT

A M

E N

D M

E N

-A

D D

E D S

T A

N a

O a

H E

E T S

T A

G U

P D

A T

E D

PRELOAD AREA F

A=3000 SF

EXTENT SHOWN

PLACE RIPRAP TO

PLATE a62+00

SETTLEMENT

A P

P R

D A

T E

D E

S C

N S

Y M

D a te

P lo t s c a le

C A

D D F il e N a m e

D e s ig n e d b y

S u b m it te d b y

D ra w n b y

C h e c k e d b y

K A

N S

A S C

S O

U R I

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

Number:

Reference

Sheet

F il e n u m b e r:

D O

N I

N D

U S

T R

L P

A R

K P

H A

S E

F L

O O

D P

R O

T E

C T

N P

R O J E

C T

B L

U E R

E R B

A S

K A

N S

A S C

S O

U R I

Kansas City District

E L

D A

T E

E S

A U

G U

S T a6 5+

E E

78578

79079

0+00 1+00

2+00 3+00

3+653+65

J S

R R

J S

R R

R J

A N

S E

D E

N B

E R

G E

CG204

PLAN

PROFILEPROFILE

010 603030

P L

A N A

N D P

R O

A C

C E

S S R

A M

VERT SCALE: 1" = 10'-0"

HORIZ SCALE: 1" = 30'-0"

SEE SHEET CG504

FOR TYPICAL RAMP SECTION

C LEVEE

C ACCESS RAMP 5L

PROFILE

EXISTING GRADE

0+00 0+50 1+00 1+50

M A

T C

H E

E L .7

S T

A .0

PROPOSED RAMP

E L E

V A

N I

N F

E E

T B

A S

E D O

N N

G V

D O

S=-7%

MANCHESTER TRAFFICWAY

H S

T R

D R

A F

T1 ON 3

1 ON 3

1 ON 31 ON 3

2+00 2+50 3+00 3+50

M A

T C

H E

E L .4

S T

A .7

E L .0

S T

A .4

E L .0

S T

E L .5

S T

L E

V E

E C

E L .4

S T

A .1

E L .0

S T

L=71 FT

K=10

L=70 FT

K=10

L=70 FT

K=10

L=55 FT

K=10

R .G .J

A M

E N

D M

E N

-N

E W S

H E

E T A

D D

E D

ADJUST AS REQUIRED TO DRAIN.

FLARED END SECTIONS. FIELD

INSTALL 75 LF 24" DIA. CMP WITH

N 1,022,349.91

E 2,776,286.58

N 1,022,283.75

E 2,775,927.49

A P

P R

D A

T E

D E

S C

N S

Y M

D…

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File details come from the government source that posted it. Updated Nov 14, 2017.