B.08.03_Amendment_0003_Pakcet.pdf

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

See follow ing pages for purpose of amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 01-Nov-2019

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 W912DQ19B1018

X 9B. DATED (SEE ITEM 11)

19-Sep-2019

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 X is extended, 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

01-Nov-2019

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ19B1018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 05-Nov-2019 02:00 PM to 12-Nov-2019 02:00 PM.

(End of Summary of Changes)

R471-460 Levee Raise W912DQ19B1018 Doniphan County, KS and Buchanan County, MO

2 -- Amdt. 0003

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.

1. Amendment 0001 and Amendment 0002 are located in ProjNet. To obtain a copy, please use the same instructions in the solicitation for the Plan Room to retrieve files. Amendment 0003 is contained fully on https://www.fbo.gov/

a. To download the project construction documents (plans, specifications and amendments), bidders will need to be a current registered user or self-register into the system per original instructions provided in the solicitation. Enter your email address and the Plan Room Key for this solicitation listed below, and then click login. Download the documents provided.

b. The Plan Room Key is: YNCQZD-CMQ9A4 Contract Number: W912DQ-19-B-1018

c. The following is a step-by-step guide to show how to download Amendments in ProjNet:

i. After entering the account holder email address and plan room key YNCQZD-CMQ9A4 you will see the above screen. Click on the item to download, ie Amendment 0001, Amendment 0002, etc.

3 -- Amdt. 0003

ii. After clicking on the item to download, you will see the above screen. Click on “Save

This File” to get the file. Amendment 0001 and Amendment 0002 are provided in a zip file format. Two formats were included in Amendment 0002 due to issues with downloading, but both formats contain the same information.

2. BIDDER INQUIRIES:

a. The bidder inquiry period has closed and the inquiries have been responded to in ProjNet. The latest response was posted 1-November-2019, so please make sure you have reviewed the latest posted response. Responses can be reviewed by entering the account holder email address and Bidder Inquiry Key RCR6S3-G2U84Q.

3. SPECIFICATIONS:

a. Specification Section 01 22 00.00 01 paragraph 1.1.1.1 Payment

Payment will be made for all related material, labor and equipment required to perform all work associated with the levee and berm construction earthwork including all related incidental work as specified in the project drawings and specifications. This work includes the removal of material from Borrow Areas 1 and 3 for use for construction of the levee raise and berms, stripping and grubbing, segregating the topsoil to be removed as specified within limits to be designated, construction of levee raise and berms, temporary ring levee construction, placement of topsoil, rock material and placement, aggregate surfacing material and placement, abandonment of 7 piezometers, placement of freeboard gages and establishing grass slope protection seeding. Plans, profiles and levee cross-sections provided with the contract documents have been provided to the Contractor to help with developing earthwork quantities for the project. An estimate of levee and berm material quantities is provided in the table that follows. This estimated quantity is for information only and shall be verified by the Contractor.

Losses, shrinkage, etc. not accounted for in estimate.

b. Specification Section 01 22 00.01 01 paragraph 1.1.8.1 Payment

Payment will be made for all related material, labor and equipment required to perform all work associated with 2019 Levee Flood Rehabilitation. This work includes the following: (1) All work and materials associated with the storm sewer installation and berm placement between stations 420+00 to 424+50 (see plans for exact locations);(2) All work and materials associated

4 -- Amdt. 0003 with repair of toe scours between stations 424+00 and 430+00, 443+00 and 465+00; (3) All work and materials associated with repair of riverside erosion between 497+90 and 499+00; (4) All work and materials associated with seeding and mulching riverside between 0+00 and 705+00. The job sum price and payment shall constitute 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. An estimate of material quantities between stations 420+00 and 424+50 is provided in the table that follows. This estimated quantity is for information only and shall be verified by the Contractor. Losses, shrinkage, etc. not accounted for in estimate.

c. Specification Section 01 30 00 Paragraph 1.19 and 1.20 added, subsequent paragraphs renumbered.

1.19 KANSAS SALES AND USE TAX

In accordance with FAR clause 52.229-3, notice is given that the contract price excludes the Kansas sales tax and compensating (use) tax on all sales of tangible personal property and materials purchased by the Contractor or subcontractors for the construction of projects, including repairing or remodeling facilities, for the United States. In accordance with Kan.

Stats. Anno., sec. 79-3606(e), the Contracting Officer will obtain from the State and furnish to the Contractor an exemption certificate for this project for use by the Contractor and subcontractors in the purchase of materials for incorporation in the project and of services. The Contractor and the subcontractors shall furnish the number of such certificates to all suppliers from whom such purchases are made, and the suppliers shall execute invoices covering the same bearing the number of such certificate.

The Contractor is required to retain all invoices for a period of five (5) years during which time these invoices are subject to audit by the Kansas Director of Taxation. Upon completion of the project, the Contractor shall complete the Project Completion Certification (Form PR 77) in duplicate returning one copy to the Contracting Officer, and forwarding the other to the Kansas Director of Taxation. (KCD 12/09)

1.20 MISSOURI SALES AND USE TAX

In accordance with Contract Clause 52.229-3 Federal, State and Local Taxes, notice is given that the contract price excludes the Missouri sales tax and compensating (use) tax on all sales of tangible personal property and materials purchased by the Contractor or subcontractors for the construction of projects, including repairing or remodeling facilities, for the United States. In accordance with Section 144.062, RSMo., the Contracting Officer will issue and furnish to the Contractor an exemption certificate for this project with the Notice to Proceed. The Contractor and the subcontractors will use the exemption certificate for this project in the purchase of supplies, materials and furnishings for incorporation in the project. The Contractor and the subcontractors shall furnish a copy of such certificate to all suppliers from whom such purchases are made, and the suppliers shall execute invoices covering the same bearing the number of such certificate. (KCD 11/09)

4. DRAWINGS:

a. G-004 – Added Note 6 under GENERAL NOTES.

b. G-004 – Revised note 2 under TEMPORARY ACCESS ROAD NOTES FOR PREVIOUSLY

UNIMPROVED AREAS.

5 -- Amdt. 0003

c. CS504 – Side slope revised on aggregate surface details D1, D4, and D7

5. New wage rates are being issued with Amendment 0003.

6. The bid opening date has been changed From: November 5, 2019 To: November 12, 2019. The bid opening time of 14:00 CST remains the same. Bid opening will be held in First Floor Conference room S101, Federal Building, 601 E. 12th Street, Kansas City, Missouri 64106-2896 and at that time publicly opened.

7. Offerors are required to acknowledge receipt of this amendment on the Bidding Form in the space provided. Failure to acknowledge all amendments may cause rejection of the proposal.

8. All other terms and conditions remain unchanged and in full force.

(End of Amendment 0003)

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DEMOLITION

PIPES AND STRUCTURES

TRAFFIC CONTROL AND ACCESS

REFERENCE DRAWINGS

SPECIFICATION.

IDENTIFIED ON PLANS. VEGETATION SHOULD BE REMOVED FOR CONSTRUCTION PER CLEARING AND GRUBBING

GENERAL BOUNDARIES SHOWN FOR DENSE FOLIAGE. QUANTITY AND SIZE OF TREES ARE NOT INDIVIDUALLY 1.

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STRUCTURES AND WHERE PIPE MEETS STANDARD KDOT/MODOT FLARED END SECTION.

PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE NEAREST LINEAR FOOT FROM INSIDE WALL OF 4.

SPECIFICATION 33 40 00.

ALL STORM DRAIN PIPE CONNECTIONS TO MANHOLES ARE RESILIENT CONNECTORS IN ACCORDANCE WITH 3.

SPECIFICATION 33 40 00.

ALL STORM DRAIN PIPES AND STRUCTURE JOINTS ARE FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH 2.

STRUCTURE AND PIPE DIMENSIONS SHOWN ON PLANS ARE INSIDE DIMENSIONS.1.

FOR PREVIOUSLY UNIMPROVED AREAS

TEMPORARY ACCESS ROAD NOTES

PROJECT CONTACTS

PH: (816) 390-0772

DEBBIE HALL

PH: (913) 365-6871

CITY HALL

CITY OF ELWOOD

PH (M): (785) 220-5630

PH (O): (785) 989-4711

TIM SMITH

CITY OF WATHENA

PH: (816) 383-2753

LEE SOMMERS

CITY OF ST. JOSEPH

PH: (816)262-2067

ALVIN WOOD

DISTRICT

ELWOOD/GLADDEN DRAINAGE

1-800-324-9696

PIPELINE

SOUTHERN STAR CENTRAL GAS

PH:

GLEN BRENDEL

KCP&L

PROPERTY LINES

PROPERTY PARCEL BOUNDARIES.

REFERENCE SPECIFICATION 35 41 00.01 23 FOR DESCRIPTION OF STOCKPILE OF STRIPPPED MATERIAL WITHIN 2.

PROPERTY LINES SHOWN ON PLANS ARE APPROXIMATE.1.

SEE V-100 FOR ADDITIONAL SURVEY NOTES.3.

REFERENCE DRAWINGS FOR DATUM. SHEET V-100 FOR SURVEY DATA OF THIS DRAWING SET.

DATUMS USED FOR THE CONSTRUCTION DRAWINGS. DATUMS VARY WITH REFERENCE DRAWING. SEE INDIVIDUAL

TAKE NOTE THAT THE PROJECT RECORD DRAWINGS AND HISTORICAL DATA USED DATUMS DIFFERENT THAN THE 2.

REFERENCE DRAWINGS FOR THIS PROJECT ARE INCLUDED IN AN APPENDIX TO THE SPECIFICATIONS.1.

WORK ARE TO REMAIN UNDISTURBED. SEE SITE PLAN SHEETS CG101 THROUGH CG104 FOR LOCATION INFORMATION.

EXISTING WATERLINE, OVERHEAD POWER LINES, AND EXISTING GATEWELL STRUCTURE AND PIPE NEAR RELIEF WELL 6.

DAMAGED DURING CONSTRUCTION ACTIVITIES.

DAMAGE. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AT HIS/HER EXPENSE ALL EXISTING FACILITIES

UNDISTURBED AND USED IN PLACE. THE CONTRACTOR SHALL PROVIDE PROTECTIONS NECESSARY TO PREVENT

ASSUMMED UTILITIES WITHOUT ELEVATION. UNLESS NOTED OTHERWISE, ALL EXISTING FACILITIES ARE TO REMAIN

LOCATION AND TO AVOID DAMAGE THERETO. ALL EXISTING UTILITIES WITHOUT ELEVATION DATA MUST BE

NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT

CONSIDERED APPROXIMATE. IT IS POSSIBLE THERE MAY BE OTHERS; THE EXISTENCE OF WHICH ARE PRESENTLY

HAVE BEEN SHOWN USING AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS MUST BE

MUST REPAIR IMMEDIATELY AT CONTRACTOR'S EXPENSE. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES

PRECAUTIONS TO PROTECT ALL UTILITIES ABOVE AND BELOW GROUND AND IS RESPONSIBLE FOR DAMAGES AND

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND SHALL TAKE NECESSARY 5.

REPLACED AT ORIGINAL LOCATION IN ACCORDANCE WITH UTILITY OWNER'S REQUIREMENTS.

CONSTRUCTION. FOLLOWING COMPLETION OF CONSTRUCTION OPERATIONS THE UTILITY MARKERS MUST BE

OPERATIONS. MARKERS IN CONFLICT WITH CONSTRUCTION MUST BE REMOVED AND STORED FOR DURATION OF

EXISTING UTILITY MARKERS MUST NOT BE DISTURBED UNLESS LOCATION IS IN CONFLICT WITH CONSTRUCTION 4.

KANSAS ONE CALL LAWS, DEPENDING ON LOCATION.

CONSTRUCTION IN THE VICINITY OF UTILITIES MUST COMPLY WITH THE REQUIREMENTS OF THE MISSOURI OR 3.

WHERE EXISTING UTILITY SIZE OR MATERIAL ARE NOT SHOWN ON THE PLANS THE INFORMATION IS NOT KNOWN.2.

EXISTING UTILITIES ARE TO REMAIN IN SERVICE AND NOT BE DISTURBED UNLESS INDICATED OTHERWISE.1.

PH: (816) 223-2103

RICHARD ALLWOOD

PH:(816) 223-2222

MIKE WOOD

COMPANY

MISSOURI-AMERICAN WATER

PH: 1-800-344-7483

SPIRE

CALL 811

KANSAS ONE CALL

1-800-DIG-RITE

MISSOURI ONE CALL

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CONSTRUCTION INSPECTIONS.

CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS FOR ROUTINE OPERATIONS AND MAINTENANCE AND 5.

00. TOPSOIL STRIPPING AND PLACEMENT DETAILS SHOWN ON CS503 FOR CLARIFICATION.

AREAS TO RECEIVE EARTHWORK FILL MUST BE CLEARED AND GRUBBED IN ACCORDANCE WITH SPECIFICATION 31 11 4.

PROJECT STAKEHOLDERS ARE NOT ON SITE, THE GATES MUST BE CLOSED AND LOCKED.

LEVEE GATES USED FOR SITE ACCESS MAY REMAIN OPEN DURING WORK HOURS. OUTSIDE WORK HOURS, OR WHEN 3.

ROADS IS NOT ALLOWED.

CONTRACTOR SHALL ONLY PARK VEHICLES WITHIN STAGING LIMITS AS SHOWN ON PLANS. PARKING ALONG PUBLIC 2.

TRAFFIC CONTROL DEVICES.

PROVIDE ALL TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE LATEST VERSION OF THE MANUAL OF UNIFORM 1.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:53 AM 2019-11-01

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LEVEE REPAIR (BY OPTION)

READY TO ADVERTISE

EXCAVATION AND BACKFILL REQUIREMENTS

EXCAVATIONS MUST MEET REQUIREMENTS OF PART TITLED EXCAVATION IN SPECIFICAITON 35 41 00.00 23.2.

BACKFILLING BORE HOLES MUST BE IN ACCORDANCE WITH RELIEF WELL SPECIFICATIONS SECTION 33 26 00.00 23.1.

CONSTRUCT STORM LINE 2 PER CS411 AND STATION 420+80 PIPE EXTENSION PER CS410.5.

CONSTRUCT UNDERSEEPAGE BERM FROM STATION 420+00 TO 424+50. SEE CS101, CS201 AND CS301A.4.

STATION 497+90 - 499+00 AS SHOWN ON CS104.

REMOVE AND DISPOSE OF ROCK ON RIVERSIDE LEVEE EMBANKMENT AND REPLACE LEVEE EMBANKMENT BETWEEN 3.

CS103.

REPAIR RIVERSIDE TOE SCOUR BETWEEN STATIONS 424+00 - 430+00 AND 443+00 - 465+00 AS SHOWN ON CS101 TO 2.

32 92 19.

SEED AND MULCH STATION 0+00 - 705+00 PER DETAIL ON F1/CS510 AND IN ACCORDANCE WITH SPECIFICATION1.

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ACCESS ROAD SHALL BE A MINIMUM OF 5-FT FROM THE LEVEE TOE.5.

PRE-EXISTING CONDITIONS.

REMOVE ANY TEMPORARY ACCESS ROAD AFTER CONSTRUCTION IS COMPLETE AND RESTORE GROUND TO 4.

ALLOWED.

ANY RUTTING DURING CONSTRUCTION SHALL BE PREPARED BY FILLING RUTS AND COMPACTING. BLADING NOT 3.

MINIMUM OVERLAP AND PLACEMENT PER MANUFACTURER'S RECOMMENDATION.

GEOTEXTILE MEETING REQUIREMENTS IN SPECIFICATION MUST EXTEND BEYOND SHOULDER 1-FT EACH SIDE. 2.

AWAY FROM LEVEE. ROAD WIDTH TO BE DETERMINED BY CONTRACTOR WITH MAXIMUM OF 24-FT.

PLACE GEOTEXTILE AND AGGREGATE SURFACING PER DETAIL D1/CS504. GRADE TO MAINTAIN POSITIVE DRAINAGE 1.

QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION.

REFERENCES TO SPECIFIC PRODUCTS OR MATERIALS SHALL BE REGARDED AS ESTABLISHING A STANDARD OF 6.

SEE SPECIFICATION 32 92 19 - FOR SEED APPLICATION REQUIREMENT.5.

SURFACING.

FINISHED GRADE SHOWN FOR BERMS AND LEVEE RAISES INCLUDES TOP SOIL AND DOES NOT INCLUDE AGGREGATE 4.

WITHIN THE CONSTRUCTION LIMITS TO ACCOMMODATE ACCESS FOR WORK AREA.

TREES ARE TO REMAIN UNLESS INDICATED OTHERWISE. TREES AT OUTLETS OF GATEWELLS MAY BE CLEARED 3.

TO CONSTRUCTION.

LIMITED TO THE LOCAL LAND DISTURBANCE PERMIT AND PERTINENT PERMITS FROM KDHE OR MISSOURI DNR PRIOR

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LOCAL AND STATE PERMITS INCLUDING BUT NOT 2.

ENVIRONMENTAL CONTROLS. SHEET G-005 DEPICTS THE APPROXIMATE LOCATION OF STATE BOUNDARIES.

JURISDICTION ARE REQUIRED BY LAW AND IN ACCORDANCE WITH SPECIFICATION 01 57 19 - TEMPORARY

THE PROJECT SITES ARE LOCATED IN THE STATES OF KANSAS AND MISSOURI. NUMEROUS PERMITS FROM EACH 1.

GEOTEXTILE

SURFACE

AGGREGATE20'5'

125'

75'

C OF LEVEE

CRUSHED ROCK SURFACING

C OF LEVEE

SURFACE

EXISTING GROUND

20' 5'

RANDOM FILL

W VARIES SEE RAMP SCHEDULE

C OF LEVEEC OF RAMP

SEED SLOPE SEED SLOPE

SUBGRADE

5'

5'

5'

5'

BERM

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RAMP

CROWN OF

SURFACE

C OF LEVEE

TOE OF LEVEE

RAMP

C OF ACCESS

RAMP

C OF ACCESS

BERM

RANDOM FILL

TOP OF ACCESS RAMP

SURFACE

EXISTING GROUND

5'

C OF LEVEE

RANDOM FILL

5'

C OF LEVEE

TOP OF ACCESS RAMP

SLOPE VARIES

SURFACE

EXISTING GROUND

RAMP

CROWN OF

SURFACE

VARIES WITH GRADE

SURFACE CROWN OF RAMP

TOE OF ACCESS RAMP

TOE OF LEVEE

C OF LEVEE

C OF LEVEE

RANDOM FILL

10'

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EXISTING GROUND

RAMP

TOP OF ACCESS

C OF LEVEE

RANDOM FILL

10'

SURFACE

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RAMP

TOP OF ACCESS

1 ON 3SLOPE VARIES

RANDOM FILL

10% GRADE

1 ON 61 ON 6

SURFACE CROWN OF RAMP 10% GRADE

C OF LEVEE

BERM

30'

GRADE

VARIES WITH

(TOP OF AGGREGATE)

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FOR DRAINAGE, 3/8" PER FT.

SUBGRADE, PROVIDE SLOPE

C REFERENCE STATION

C REFERENCE STATION

STATION ON PLAN SHEET

TIE-IN REFERENCE

20'20'

1 ON 6

TOE OF LEVEE

1 ON 6

TOE OF LEVEE

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FOR DRAINAGE, 3/8" PER FT.

SUBGRADE, PROVIDE SLOPEAGGREGATE SURFACE

LEVEE SLOPE

TYPICAL

2H:1V SLOPE

TYPICAL

2H:1V SLOPE

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MIN LEVEL OF PROTECTION

AGGREGATE SURFACE - LEVEE

D4 SCALE: NTS

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RIVERSIDE LANDSIDE

AGGREGATE SURFACE - LEVEE & TURNOUT

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2%

WIDTH VARIES

SLOPE VARIES

WIDTH VARIES

SLOPE VARIES

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1 ON 3

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1 ON 3

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SCALE: NTS

F4 SCALE: NTS

TYPICAL LEVEE RAISE TIE-IN INTERFACE

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NOTE:

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SECTION

PLANTYPE D

PLAN

TYPE D

SECTION

TYPE C

PLAN

TYPE C

SECTION

TYPE B

SECTION

TYPE B

PLAN

TYPE A

SECTION

TYPE A

PLAN

AGGREGATE SURFACE - RAMP & ROADS

AGGREGATE SURFACE.

4. FROM STATION 728+20 TO 728+57 6" OF TOPSOIL HALL BE PLACED ALONG THE TOP OF THE LEVEE IN LIEU OF

3. PLACE GEOTEXTILE FOR THE WIDTH OF THE ROAD.

NEW AGGREGATE SURFACE WITH GEOTEXTILE IN THESE AREAS.

MATERIAL NOT USED WITHIN RANDOM BERM FILL IS TO BE DISPOSED OF OFFSITE. CONTRACTOR SHALL PLACE SPECIFICATION 35 41 00.01 23 FOR OPTIONAL USE OF AGGREGATE SURFACING WITHIN RANDOM BERM FILL.

2. IN AREA WHERE NO RAISE OCCURS, CONTRACTOR SHALL STRIP 6" OF EXISTING TOP OF LEVEE CREST. SEE

UNLESS INDICATED OTHERWISE.

PROJECT WHERE A LEVEE RAISE OCCURS AND ABOVE THE MINIMUM LEVEL OF PROTECTION AS SHOWN,

1. AGGREGATE SURFACE SHALL BE PLACED ALONG THE TOP OF THE LEVEE THROUGH THE LENGTH OF THE

NOTES:

F7 SCALE: NTS

SCHEDULE OF RAMPS AND TURNOUTS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:26:08 AM 2019-11-01

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