W912QR20Q0099 0001.pdf

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CIVIL/OPS/ENVIRONMENTAL BR

ATTN: ADYSON MEDLEY

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

W22W9K01958962

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

As a result of Amendment 0001, Solicitation W912QR20Q0099 for Ground Maintenance at Indy North is hereby modified as follow s:

a. The due date for quotes have been extended from 21 August 2020 to 09 September 2020 as a result of this amendment.

b. The final plans have been included as a result of this amendment.

c. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY

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 W912QR20Q0099

X 9B. DATED (SEE ITEM 11)

26-Aug-2020

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.

U0001

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

6. ISSUED BY

3. EFFECTIVE DATE

24-Aug-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20Q0099

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 21-Aug-2020 10:00 AM to 02-Sep-2020 10:00 AM.

The solicitation issue date has changed from 04-Aug-2020 to 26-Aug-2020.

The following have been modified:

SPECIAL INSTRUCTIONS

This Request for Quote (RFQ) is for a Contract for Park Attendant Services for Buckhorn Lake and Trace Branch.

Location:

United States Corps of Engineers Indy North Levee Ground Maintenance 5650 N. Illinois St.

Indianapolis, IN 46208

This procurement is 100% set-aside for Small Business, NAICS 327992

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Note: The contract award will be based on Lowest Quote Two firm-fixed price purchase orders will be awarded from this RFQ. Contractor can submit pricing on one or both campgrounds, but can receive only one award. In addition to the completed price breakout schedule/quote, the Offeror must complete and submit the Representations and Certifications located within the solicitation.

Quotes are due on 02 September 2020 at 10:00 am Eastern Time. Only email submissions will be accepted. Please submit quotes to adyson.medley@usace.army.mil. Fax submittals will not be accepted.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov.

Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM.

Vendors can check whether an account is active by performing a query by their CAGE or Unique Entity Identifier (known as DUNS). The new registration process may now take several weeks, so vendors are highly encouraged to begin registering as soon as possible to avoid any possible delays in future contract awards. Remember, there is no cost to use SAM.

To find out additional information about the changes of the SAM registration process, contractors should visit the Frequently Asked Questions (FAQ) link located at the top of the SAM homepage (www.sam.gov).

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

Note: Page numbering in this document may not be accurate.

PRICE BREAKOUT SCHEDULE

Indy North Maintenance Contract Item No. Description Qty Unit Unit Price Item Total

BASE ITEMS

0001 Animal Burrow Repair Tremie method 50 Each $______ $______

0002 Bush hogging, mowing, raking, includes removal of woody vegetation /debris (7 acres, hatched area) 1 Job $______ $______

0003 Drill Seeding (7 acres, hatched area) 1 Job $______ $______

0004 Tree stump and root removal average 3’ diameter. 7 Each $______ $______

0005 Rill, rutting, bulge, or slide repair typical 30' x 40'. See detail CS501. 6 Each $______ $______

0006 Purchase, haul, and install soil. 140 Cubic Yards $______ $______

0007 Remove embedded rock or concrete. 3 Each $_______ $______

0008 Adjustment of gate seals, bolt replacements on flood gates. 1 Each $_______ $______

0009 Replacing existing 18" duck bill 1 Each $_______ $______

0010 150 SF of riprap, 18" thick, 6" #2 INDOT. 1 Each $_______ $______

Total Base $__________

OPTION ITEMS

0011 Animal Burrow Repair 1 Each $_______ $___________

0012 Fallen Tree Removal 1 Each $_______ $___________

0013 Additional broadcast seeding Seeding 1 Acres $_______ $____________

0014 Tree stump and root removal average 3’ diameter. 1 Each $_______ $___________

0015 Remove Embedded Rock 1 Job $_______ $___________

Total Options $____________

TOTAL BASE PLUS ALL OPTIONS $____________

NOTE: The Option Items can be exercised up to ten (10) times at any point during the period of performance. If any Option is exercised it will extend the period of performance of the contract by 7 calendar days, but exercising multiple options will not extend the contract more than 7 calendar days.

Option items 0011, 0014, 00015 indicate repairing 1 animal burrow, removing 1 tree stump and removing 1 embedded rock.

The Offeror’s Base Quote and all Options will be evaluated on price only. The basis for award is the lowest evaluated price. In accordance with 52.217-5, Evaluation of Options, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the base requirement.

The following have been deleted:

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment.

DEC 2019

The following have been added by reference:

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

AUG 2020

The following have been added by full text:

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it "does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument" in the provision at 52.204-26, Covered Telecommunications Equipment or Services--Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications-Commercial Items.

(a) Definitions. As used in this provision-

Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract or extending or renewing a contract with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(c) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for "covered telecommunications equipment or services."

(d) Representations. The Offeror represents that--

(1) It [ ] will, [ ] will not provide covered telecommunications equipment or services to the Government in the performance of any contract, subcontract or other contractual instrument resulting from this solicitation. The Offeror shall provide the additional disclosure information required at paragraph (e)(1) of this section if the Offeror responds "will" in paragraph (d)(1) of this section; and

(2) After conducting a reasonable inquiry, for purposes of this representation, the Offeror represents that--

It [ ] does, [ ] does not use covered telecommunications equipment or services, or use any equipment, system, or service that uses covered telecommunications equipment or services. The Offeror shall provide the additional disclosure information required at paragraph (e)(2) of this section if the Offeror responds "does" in paragraph (d)(2) of this section.

(e) Disclosures.

(1) Disclosure for the representation in paragraph (d)(1) of this provision. If the Offeror has responded "will" in the representation in paragraph (d)(1) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the original equipment manufacturer (OEM) or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the Product Service Code (PSC) of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(2) Disclosure for the representation in paragraph (d)(2) of this provision. If the Offeror has responded "does" in the representation in paragraph (d)(2) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the OEM or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the PSC of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(End of provision)

(End of Summary of Changes)

OVERALL SITE PLAN

PHASE 3C MOWING AND MAINTENANCE

ADJUSTMENT OF FLOOD GATE, AND REPLACEMENT OF A DUCK BILL.

SETTLEMENT AREAS, REPAIRING RUTS AND RILLS, DRILL SEEDING,

WORK CONSIST OF BUSHHOGGING/MOWING, FILLING ANIMAL BURROWS, BACKFILLING

W

H

IT

E R

IV

E R

300 1200FT

AS SHOWN

N

I-64 I-64

I-64

I-70 I-70I-70

I-71I-75

I-74

I-65

I-70

I-71

I-75

Cincinnati Ohio

Dayton Ohio

Columbus Ohio

Lexington Kentucky

Louisville

Kentucky

PROJECT AREA

SCALE: 1''= 600'

600 600

NO SCALE

N M

E R

ID

IA

N S

T

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N INDIANA

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F L O

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VICINITY MAP

SCOPE OF WORK

LEGEND

P2 # 112589

PHASE 3A & 3C MOWING AND MAINTENANCE

FLOOD RISK REDUCTION PROJECT

INDIANAPOLIS, WHITE RIVER NORTH

COVER SHEET

G-001

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U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

Engineer/

INDIANAPOLIS, WHITE RIVER NORTH

FILE:

DATE:

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\inb3g001.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

JANUARY 06, 2020

TOTAL PROJECT

NONE

DRAWINGS

INDEX OF

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U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\inb3g002.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

JANUARY 06, 2020

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OVERALL PROJECT

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS101xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

C -a

CS106

CS109

CS102

CS111

CS108

CS107

CS110

CS105

CS103 CS104

FINAL MAINTENANCE PLAN

AS SHOWN

ft.

ft.

ft.

ft.

ft.

ft.

0 f t.

ft.

ft.

0 f t.

0 f t.

ft.

ft.

5 f t.

ft.

ft.

0 f t.

ft.

ft.

5 f t.

ft.

A -1

A -2

A -3

A -4

A -5

A -6

A -7

A -8

A -9

A -1

A -1

A -1

RI

VERVI

EW

DR.

CARVER

RD.

RIVERVIEW

DR.

V A L V E

715 720 720

L

L

L

K E S S

L

V D s t

S

T

C O

M M

C O

M M

G

R E

A B

A N

D O

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D " C

M P

P

P

P

P

P

P

D

C B

M A

T C

H L

IN

E S

H E

E T C -1

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS102xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

CW

L

CW

L

CW

L

CW

L

CW

L

CWL

CWL

CW

L

CW

L

CW

L

CW

L

CWL

CWL

CWL

A -1

A -2

A -3

A -4

A -5

A -6

A -7

A -8

A -9

A -1

A -1

A -1

RI

VERVI

EW

D

R.

RI

VERVI

EW

D

R.

REMOVE STUMP OR LARGE ROOTWHI

TE R

IVER

FLOW

30' X 40' AREA.

REPAIR SOIL RILL REMOVE EMBEDDED ROCK

140' X 5' AREA

ADD 4" OF SOIL, COVER BASE OF I-WALL

THE LEVEE I-WALL CONNECTION

ENSURE LEVEE IS 6" HIGHER THAN THE CAP AT

THE EDGE OF THE I-WALL CAP.

ADD SOIL AT CROWN THAT COVERS

RESTORE LEVEE I-WALL CONNECTION

CWL CWL

CONTRACTOR WORK LIMITS

NOTES

LEGEND

40 400 80'

SCALE: 1"=40'

SCALE

C101-C111

REMOVE TREE STUMPS, AND/OR ADD FILL.

REPAIR SOIL RILLS, REMOVE ROCK,

AREAS IDENTIIED FOR RIPRAP

REQUIREMENTS ABOVE DO NOT APPLY TO

RIPRAP AREA WITH 18" OF INDOT REVETMENT

BY THE CONTRACTOR WILL BE MOWED BY THE INDIANAPOLIS DPW.

*DO NOT BLOCK ACCESS TO ANY CWL AREAS. AREAS NOT MOWED

AND SEEDING

BUSH HOGGING, MOWING,

ON SITE IS NOT PERMITTED. SOIL WILL BE OBTAINED BY THE CONTRACTOR.

DEBRIS AND VEGETATION OFF SITE. BURNING REMOVED/CUT VEGETATION

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL REMOVED 12.

BE REQUIRED AT THE REQUEST OF THE GOVERNMENT.

EATING, FILLING NEWLY FORMED GROUND HOG HOLES WITH BENTONITE, WILL

MAXIMUM 4 HOURS TO INCLUDE ON THE SPOT CUTTING OF INVASIVE, WEED-

UPON COMPLETION OF MAINTENANCE TASKS UP TO TWO WALK TROUGHS 11.

MOWING WITH DEW OR RECENT RAIN WILL LIKELY CAUSE RUTTING.

MOWERS SHALL BE SET TO 5" HEIGHT. MOWING SHALL BE COMPLTED WHEN THE LEVEE IS DRY

DIRECTIONS UNTIL THE DORMANT SEASON BEGINS AND THE GRASS IS NO LONGER GROWING.

HATCHED AREA ON A 45 DEGREE PATTERN. REPEAT MOWING EVERY 2 WEEKS ALTERNATING

ONE MONTH AFTER SEEDING OR WHEN THE GRASS REACHES 6" IN HEIGHT, MOW THE CROSS 10.

PERENNIAL RYE GRASS 15%

ANNUAL RYE GRASS 15%

20%KENTUCKY BLUEGRASS

CREEPING RED FESCUE 25%

KENTUCKY 31 25%

SEED MIX/ 4 LBS PER 1,000 SF PER PASS, EACH AREA GETS 2 PASSES IN A CROSS HATCH PATTERN:9.

AND COVER WITH A STAKED STRAW MAT.

UPON COMPLETION SPREAD GROUND HOG SPOIL AND SEED WITH A BROADCAST SPREADER

MONTH LATER AND FILL ANY NEW BURROWS USING THE GRANULATED BENTONITE METHOD.

UPON COMPLETION OF FILLING ANIMAL BURROWS THE CONTRACTOR SHALL RETURN 18.

AT A 45 DEGREE ANGLE ALTERNTING DIRECTION EACH MOW.

SHALL BE REPEATED PRIOR TO DRILL SEEDING. MOWING AND BUSHOGGING ARE TO BE PERFORMED

CROSS HATCHED PATTERN. IF A WEEK HAS PASSED SINCE BUSH HOGGING, MOWING

ON THE SLOPE THE DRILL SEEDER SHALL WORK AT A 45 DEGREE ANGLE BOTH DIRECTIONS IN A

SEEDER. THE DRILL SEEDER SHALL MAKE 2 PASSES AT THE CROWN AND BASE OF THE SLOPE,

CONTRACTOR SHALL SEED THE AREA USING THE SEED MIX BELOW AND A TRACKED DRILL

AT DIRECTION OF THE COR, WITHIN 1 WEEK OF BUSHHOGING THE SITE OR MOWING, THE 7.

TOPSOIL SHALL BE COMPACTED WITH SEVERAL PASSES WITH TRACKED EQUIPMENT.

RILLS LARGER THAN 4", AND IN AREAS INDICATED ON PLANS FOR FILL. ALL

ANIMAL BURROWS WERE FILLED, ROOTS AND ROCKS WERE REMOVED, ANY

IWALL BASE IS EXPOSED, TOPSOIL SHALL ALSO BE ADDED IN AREAS WHERE

THE CONTRACTOR SHALL ADD TOPSOIL AT THE LEVEE CROWN WHERE THE 6.

SPOIL NOT USED SHALL BE SPREAD EVEN.

BRIDGE OFF. PROVIDE 6 INCHES TOPSOIL COVER. BURROW SPOIL MAY BE USED FOR COVER,

INCREMENTS. SOUND CONTINUOUSLY TO ENSURE BURROW DOES NOT

THAN 4 INCHES IN DIAMETER WITH GRANULATED BENTONITE IN 1 FOOT

MAXIMUM PERMEABILITY OF 10 CM / SEC. BACK FILL BURROWS LESS

POWDERED BENTONITE AND WATER WHICH WILL SET UP WITH A

GROUT PUMP (SUBMIT FOR USACE APPROVAL) USING A MIX OF

BACK FILL ALL ANIMAL BURROWS VIA THE TREMIE METHOD WITH A5.

SOP ON SHEET CS501.

ALL ROOTS AND TREE STUMPS IDENTIFIED ON THE PLANS TO BE REMOVED. FOLLOW THE

EXPOSED TREE STUMPS AND ROCK SHALL BE REMOVED AND BACK FILLED. THIS INCLUDES4.

VEGETATION. WITH A PINE STRAW RAKE OR SIMILAR.

THE BUSH HOGGED AREA SHALL BE RAKED WITH A PINE STRAW TO REMOVE TRIMMED 3.

GATE ENCLOSURES GREATER THAN 6" SHALL BE TRIMMED OR CLEARED.

ANY GRASS OR WOODY VEGETATION ADJACENT TO THE FLOODWALL OR 2.

BE BUSH HOGGED PARALLEL.

SHALL BE REPAIRED BY THE CONTRACTOR. THE CROWN AND BASE OF THE LEVEE MAY

OF THE LEVEE. TRACKING PARALLEL TO THE SLOPE MAY CREATE RUTTING AND

BUSH HOG. WORK SHALL BE PERFORMED ON A 45 DEGREE ANGLE TO THE SLOPE

ALL HATCHED AREAS ON THE PLANS SHALL BE BUSH HOGGED WITH A TRACKED 1.

THE FOLLOWING NOTES APPLY TO THE AREAS WITH THE ABOVE HATCHING AND THE BELOW CROSS HATCHING:

TOP AND BOTTOM NETTING.

RECOMMENDATION. MATTING SHALL BE 100% ROCKY MOUNTAIN ASPEN FIBER WITH

HATCHED AREA WITH EROSION BLANKETS, STAKE PER MANUFACTURE

AFTER DRILL SEEDING THE ENTIRE SINGLE HATCHED AREA, COVER THE CROSS 3.

TRACKED EQUIPMENT. SOIL SHALL NOT REMAIN BARE LONGER THAN 10 DAYS.

MOIST ENOUGH TO COMPACT. COMPACTION REQUIRES SEVERAL PASSES WITH

WHERE SOIL IS ADDED VEGETATION BELOW SHALL BE STRIPPED, SOIL SHALL BE 2.

FOLLOW THE APPLICABLE SOP ON CS501. 1.

IN ADDITION TO WHAT IS LISTED ABOVE ALSO PERFORM THE FOLLOWING:

THE TASKS ABOVE IDENTIFIED BY SINGLE HATCH.

AREAS IDENTIFIED WITH CROSS HATCH ARE ALSO REQUIRED TO COMPLETE ALL OF

715 ft.

715 ft.

720 f t.

720 ft.

ft.

720 ft.

720 ft

720 ft.

720 ft.

720 ft.

720 ft.

ft.

ft.

ft.

725 ft.

725 ft.

730 ft.

ft.

ft.

ft.

ft.

735 ft.

A -1

A -1

A -1

A -1

A -1

A -1

A -1

A -1

A -2

A -2

A -2

A -2

710715

L

RI

VERVI

EW

DR.

MERI

DAN

ST.

W.

P

P

P

P

P

PP

P

M A

T C

H L

IN

E S

H E

E T C -1

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS103xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

CWL

CWL

CWL

CWL

CWL

CW

L

CWL

CWL

CWL

CWL

CWL

CW

L

CWL

A -1

A -1

A -1

A -1

A -1

A -1

A -1

A -1

A -2

A -2

A -2

A -2

RI

VERVI

EW

D

R.

RIV

ERVIE

W D R.

REMOVE STUMP OR LARGE ROOT

WHIT

E RI

VER

FLOW

160' X 5' AREA

ADD 4" OF SOIL COVER BASE OF I-WALL

CWL CWL

CONTRACTOR WORK LIMITS

NOTES

LEGEND

40 400 80'

SCALE: 1"=40'

SCALE

C101-C111

REMOVE TREE STUMPS, AND/OR ADD FILL.

REPAIR SOIL RILLS, REMOVE ROCK,

AREAS IDENTIIED FOR RIPRAP

REQUIREMENTS ABOVE DO NOT APPLY TO

RIPRAP AREA WITH 18" OF INDOT REVETMENT

BY THE CONTRACTOR WILL BE MOWED BY THE INDIANAPOLIS DPW.

*DO NOT BLOCK ACCESS TO ANY CWL AREAS. AREAS NOT MOWED

AND SEEDING

BUSH HOGGING, MOWING,

ON SITE IS NOT PERMITTED. SOIL WILL BE OBTAINED BY THE CONTRACTOR.

DEBRIS AND VEGETATION OFF SITE. BURNING REMOVED/CUT VEGETATION

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL REMOVED 12.

BE REQUIRED AT THE REQUEST OF THE GOVERNMENT.

EATING, FILLING NEWLY FORMED GROUND HOG HOLES WITH BENTONITE, WILL

DIRECTIONS UNTIL THE DORMANT SEASON BEGINS AND THE GRASS IS NO LONGER GROWING.

HATCHED AREA ON A 45 DEGREE PATTERN. REPEAT MOWING EVERY 2 WEEKS ALTERNATING

ONE MONTH AFTER SEEDING OR WHEN THE GRASS REACHES 6" IN HEIGHT, MOW THE CROSS 10.

PERENNIAL RYE GRASS 15%

ANNUAL RYE GRASS 15%

20%KENTUCKY BLUEGRASS

CREEPING RED FESCUE 25%

KENTUCKY 31 25%

SEED MIX/ 4 LBS PER 1,000 SF PER PASS, EACH AREA GETS 2 PASSES IN A CROSS HATCH PATTERN:9.

AND COVER WITH A STAKED STRAW MAT.

UPON COMPLETION SPREAD GROUND HOG SPOIL AND SEED WITH A BROADCAST SPREADER

MONTH LATER AND FILL ANY NEW BURROWS USING THE GRANULATED BENTONITE METHOD.

UPON COMPLETION OF FILLING ANIMAL BURROWS THE CONTRACTOR SHALL RETURN 18.

AT A 45 DEGREE ANGLE ALTERNTING DIRECTION EACH MOW.

SHALL BE REPEATED PRIOR TO DRILL SEEDING. MOWING AND BUSHOGGING ARE TO BE PERFORMED

CROSS HATCHED PATTERN. IF A WEEK HAS PASSED SINCE BUSH HOGGING, MOWING

ON THE SLOPE THE DRILL SEEDER SHALL WORK AT A 45 DEGREE ANGLE BOTH DIRECTIONS IN A

SEEDER. THE DRILL SEEDER SHALL MAKE 2 PASSES AT THE CROWN AND BASE OF THE SLOPE,

CONTRACTOR SHALL SEED THE AREA USING THE SEED MIX BELOW AND A TRACKED DRILL

AT DIRECTION OF THE COR, WITHIN 1 WEEK OF BUSHHOGING THE SITE OR MOWING, THE 7.

TOPSOIL SHALL BE COMPACTED WITH SEVERAL PASSES WITH TRACKED EQUIPMENT.

RILLS LARGER THAN 4", AND IN AREAS INDICATED ON PLANS FOR FILL. ALL

ANIMAL BURROWS WERE FILLED, ROOTS AND ROCKS WERE REMOVED, ANY

IWALL BASE IS EXPOSED, TOPSOIL SHALL ALSO BE ADDED IN AREAS WHERE

THE CONTRACTOR SHALL ADD TOPSOIL AT THE LEVEE CROWN WHERE THE 6.

SPOIL NOT USED SHALL BE SPREAD EVEN.

BRIDGE OFF. PROVIDE 6 INCHES TOPSOIL COVER. BURROW SPOIL MAY BE USED FOR COVER,

INCREMENTS. SOUND CONTINUOUSLY TO ENSURE BURROW DOES NOT

THAN 4 INCHES IN DIAMETER WITH GRANULATED BENTONITE IN 1 FOOT

MAXIMUM PERMEABILITY OF 10 CM / SEC. BACK FILL BURROWS LESS

POWDERED BENTONITE AND WATER WHICH WILL SET UP WITH A

GROUT PUMP (SUBMIT FOR USACE APPROVAL) USING A MIX OF

BACK FILL ALL ANIMAL BURROWS VIA THE TREMIE METHOD WITH A5.

SOP ON SHEET CS501.

ALL ROOTS AND TREE STUMPS IDENTIFIED ON THE PLANS TO BE REMOVED. FOLLOW THE

EXPOSED TREE STUMPS AND ROCK SHALL BE REMOVED AND BACK FILLED. THIS INCLUDES4.

VEGETATION. WITH A PINE STRAW RAKE OR SIMILAR.

THE BUSH HOGGED AREA SHALL BE RAKED WITH A PINE STRAW TO REMOVE TRIMMED 3.

GATE ENCLOSURES GREATER THAN 6" SHALL BE TRIMMED OR CLEARED.

ANY GRASS OR WOODY VEGETATION ADJACENT TO THE FLOODWALL OR 2.

BE BUSH HOGGED PARALLEL.

SHALL BE REPAIRED BY THE CONTRACTOR. THE CROWN AND BASE OF THE LEVEE MAY

OF THE LEVEE. TRACKING PARALLEL TO THE SLOPE MAY CREATE RUTTING AND

BUSH HOG. WORK SHALL BE PERFORMED ON A 45 DEGREE ANGLE TO THE SLOPE

ALL HATCHED AREAS ON THE PLANS SHALL BE BUSH HOGGED WITH A TRACKED 1.

THE FOLLOWING NOTES APPLY TO THE AREAS WITH THE ABOVE HATCHING AND THE BELOW CROSS HATCHING:

TOP AND BOTTOM NETTING.

RECOMMENDATION. MATTING SHALL BE 100% ROCKY MOUNTAIN ASPEN FIBER WITH

HATCHED AREA WITH EROSION BLANKETS, STAKE PER MANUFACTURE

AFTER DRILL SEEDING THE ENTIRE SINGLE HATCHED AREA, COVER THE CROSS 3.

TRACKED EQUIPMENT. SOIL SHALL NOT REMAIN BARE LONGER THAN 10 DAYS.

MOIST ENOUGH TO COMPACT. COMPACTION REQUIRES SEVERAL PASSES WITH

WHERE SOIL IS ADDED VEGETATION BELOW SHALL BE STRIPPED, SOIL SHALL BE 2.

FOLLOW THE APPLICABLE SOP ON CS501. 1.

IN ADDITION TO WHAT IS LISTED ABOVE ALSO PERFORM THE FOLLOWING:

THE TASKS ABOVE IDENTIFIED BY SINGLE HATCH.

AREAS IDENTIFIED WITH CROSS HATCH ARE ALSO REQUIRED TO COMPLETE ALL OF

O P ft.

0 f t.

710 ft.

715 ft.

715 ft.

715 ft.

715 ft.

715 ft.

715 ft.

720 ft.

720 ft.

720 ft.

720 ft.

725 ft.

725 ft.

725 ft.

730 ft.

730 ft.

730 ft.

735 ft.

735 ft.

735 ft.

A -2

A -2

A -2

A -2

A -2

A -2

A -2

A -3

A -3

A -3

MERI

DAN

ST.

W.

RIVERVIEW DR.

G

L n d

S

T

CB

P

P

P

P

P

P

P

P

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS104xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

CWL

CWL

CWL

CWL

CWL

CWL

CWL

CWL

CWL

CWL

CWL

CWL

C W

L

A -2

A -2

A -2

A -2

A -2

A -2

A -2

A -3

A -3

A -3

RIVERVIEW DR.

WHITE RIVER

FLOW

STUMP REMOVAL NOT REQUIRED ADJACENT TO BUILDING.

REMOVE WOODY GROWTH NEAR PUMPSTATION.

30' X 40' AREA.

REPAIR EMBANKMENT CAVING

30' X 40' AREA.

REPAIR EMBANKMENT CAVING

CWL CWL

CONTRACTOR WORK LIMITS

NOTES

LEGEND

40 400 80'

SCALE: 1"=40'

SCALE

C101-C111

REMOVE TREE STUMPS, AND/OR ADD FILL.

REPAIR SOIL RILLS, REMOVE ROCK,

AREAS IDENTIIED FOR RIPRAP

REQUIREMENTS ABOVE DO NOT APPLY TO

RIPRAP AREA WITH 18" OF INDOT REVETMENT

BY THE CONTRACTOR WILL BE MOWED BY THE INDIANAPOLIS DPW.

*DO NOT BLOCK ACCESS TO ANY CWL AREAS. AREAS NOT MOWED

AND SEEDING

BUSH HOGGING, MOWING,

ON SITE IS NOT PERMITTED. SOIL WILL BE OBTAINED BY THE CONTRACTOR.

DEBRIS AND VEGETATION OFF SITE. BURNING REMOVED/CUT VEGETATION

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL REMOVED 12.

BE REQUIRED AT THE REQUEST OF THE GOVERNMENT.

EATING, FILLING NEWLY FORMED GROUND HOG HOLES WITH BENTONITE, WILL

DIRECTIONS UNTIL THE DORMANT SEASON BEGINS AND THE GRASS IS NO LONGER GROWING.

HATCHED AREA ON A 45 DEGREE PATTERN. REPEAT MOWING EVERY 2 WEEKS ALTERNATING

ONE MONTH AFTER SEEDING OR WHEN THE GRASS REACHES 6" IN HEIGHT, MOW THE CROSS 10.

PERENNIAL RYE GRASS 15%

ANNUAL RYE GRASS 15%

20%KENTUCKY BLUEGRASS

CREEPING RED FESCUE 25%

KENTUCKY 31 25%

SEED MIX/ 4 LBS PER 1,000 SF PER PASS, EACH AREA GETS 2 PASSES IN A CROSS HATCH PATTERN:9.

AND COVER WITH A STAKED STRAW MAT.

UPON COMPLETION SPREAD GROUND HOG SPOIL AND SEED WITH A BROADCAST SPREADER

MONTH LATER AND FILL ANY NEW BURROWS USING THE GRANULATED BENTONITE METHOD.

UPON COMPLETION OF FILLING ANIMAL BURROWS THE CONTRACTOR SHALL RETURN 18.

AT A 45 DEGREE ANGLE ALTERNTING DIRECTION EACH MOW.

SHALL BE REPEATED PRIOR TO DRILL SEEDING. MOWING AND BUSHOGGING ARE TO BE PERFORMED

CROSS HATCHED PATTERN. IF A WEEK HAS PASSED SINCE BUSH HOGGING, MOWING

ON THE SLOPE THE DRILL SEEDER SHALL WORK AT A 45 DEGREE ANGLE BOTH DIRECTIONS IN A

SEEDER. THE DRILL SEEDER SHALL MAKE 2 PASSES AT THE CROWN AND BASE OF THE SLOPE,

CONTRACTOR SHALL SEED THE AREA USING THE SEED MIX BELOW AND A TRACKED DRILL

AT DIRECTION OF THE COR, WITHIN 1 WEEK OF BUSHHOGING THE SITE OR MOWING, THE 7.

TOPSOIL SHALL BE COMPACTED WITH SEVERAL PASSES WITH TRACKED EQUIPMENT.

RILLS LARGER THAN 4", AND IN AREAS INDICATED ON PLANS FOR FILL. ALL

ANIMAL BURROWS WERE FILLED, ROOTS AND ROCKS WERE REMOVED, ANY

IWALL BASE IS EXPOSED, TOPSOIL SHALL ALSO BE ADDED IN AREAS WHERE

THE CONTRACTOR SHALL ADD TOPSOIL AT THE LEVEE CROWN WHERE THE 6.

SPOIL NOT USED SHALL BE SPREAD EVEN.

BRIDGE OFF. PROVIDE 6 INCHES TOPSOIL COVER. BURROW SPOIL MAY BE USED FOR COVER,

INCREMENTS. SOUND CONTINUOUSLY TO ENSURE BURROW DOES NOT

THAN 4 INCHES IN DIAMETER WITH GRANULATED BENTONITE IN 1 FOOT

MAXIMUM PERMEABILITY OF 10 CM / SEC. BACK FILL BURROWS LESS

POWDERED BENTONITE AND WATER WHICH WILL SET UP WITH A

GROUT PUMP (SUBMIT FOR USACE APPROVAL) USING A MIX OF

BACK FILL ALL ANIMAL BURROWS VIA THE TREMIE METHOD WITH A5.

SOP ON SHEET CS501.

ALL ROOTS AND TREE STUMPS IDENTIFIED ON THE PLANS TO BE REMOVED. FOLLOW THE

EXPOSED TREE STUMPS AND ROCK SHALL BE REMOVED AND BACK FILLED. THIS INCLUDES4.

VEGETATION. WITH A PINE STRAW RAKE OR SIMILAR.

THE BUSH HOGGED AREA SHALL BE RAKED WITH A PINE STRAW TO REMOVE TRIMMED 3.

GATE ENCLOSURES GREATER THAN 6" SHALL BE TRIMMED OR CLEARED.

ANY GRASS OR WOODY VEGETATION ADJACENT TO THE FLOODWALL OR 2.

BE BUSH HOGGED PARALLEL.

SHALL BE REPAIRED BY THE CONTRACTOR. THE CROWN AND BASE OF THE LEVEE MAY

OF THE LEVEE. TRACKING PARALLEL TO THE SLOPE MAY CREATE RUTTING AND

BUSH HOG. WORK SHALL BE PERFORMED ON A 45 DEGREE ANGLE TO THE SLOPE

ALL HATCHED AREAS ON THE PLANS SHALL BE BUSH HOGGED WITH A TRACKED 1.

THE FOLLOWING NOTES APPLY TO THE AREAS WITH THE ABOVE HATCHING AND THE BELOW CROSS HATCHING:

TOP AND BOTTOM NETTING.

RECOMMENDATION. MATTING SHALL BE 100% ROCKY MOUNTAIN ASPEN FIBER WITH

HATCHED AREA WITH EROSION BLANKETS, STAKE PER MANUFACTURE

AFTER DRILL SEEDING THE ENTIRE SINGLE HATCHED AREA, COVER THE CROSS 3.

TRACKED EQUIPMENT. SOIL SHALL NOT REMAIN BARE LONGER THAN 10 DAYS.

MOIST ENOUGH TO COMPACT. COMPACTION REQUIRES SEVERAL PASSES WITH

WHERE SOIL IS ADDED VEGETATION BELOW SHALL BE STRIPPED, SOIL SHALL BE 2.

FOLLOW THE APPLICABLE SOP ON CS501. 1.

IN ADDITION TO WHAT IS LISTED ABOVE ALSO PERFORM THE FOLLOWING:

THE TASKS ABOVE IDENTIFIED BY SINGLE HATCH.

AREAS IDENTIFIED WITH CROSS HATCH ARE ALSO REQUIRED TO COMPLETE ALL OF

O

H E

R

715 ft.

715 ft.

715 ft.

715 ft.

715 ft.

715 ft.

715 ft.

ft.

720 ft.

720 ft.

ft.

720 ft.

720 ft.

720 ft.

720 ft.

ft.

725 ft.

725 ft.

725 ft.

730 ft.

730 ft.

730 ft.

735 ft.

735 ft.

735 ft.

A -3

A -3

A -3

A -3

A -3

A -4

A -4

A -4

A -4

A -4

A -4

A -4

L

L

U

Y

R I

D A

N

S T r d

S

T

D E

L A

W A

R E

S

T

RIVERVIEW DR.

WASHI

NGTON

BLVD.

G

L V

E

X c i d g e

B r i d g e a t u r a l

G

P

P

P

P

P

P

P

P

P

P

P

P P

P

P

P

P

CB

CB

CB

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS105xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

CWL

CWL

CWL

CWL

C W

L

CWL

CWL

CW

L

CW

L

CW

L

CW

L

CWL

A -3

A -3

A -3

A -3

A -3

A -4

A -4

A -4

A -4

A -4

A -4

A -4

RIVERVIEW DR.

E . 6

R

D S

T

W H

ITE R

IV

ER

FLOW

THE LEVEE I-WALL CONNECTION

ENSURE LEVEE IS 6" HIGHER THAN THE CAP AT

THE EDGE OF THE I-WALL CAP.

ADD SOIL AT CROWN THAT COVERS

RESTORE LEVEE I-WALL CONNECTION

CWL CWL

CONTRACTOR WORK LIMITS

NOTES

LEGEND

40 400 80'

SCALE: 1"=40'

SCALE

C101-C111

REMOVE TREE STUMPS, AND/OR ADD FILL.

REPAIR SOIL RILLS, REMOVE ROCK,

AREAS IDENTIIED FOR RIPRAP

REQUIREMENTS ABOVE DO NOT APPLY TO

RIPRAP AREA WITH 18" OF INDOT REVETMENT

BY THE CONTRACTOR WILL BE MOWED BY THE INDIANAPOLIS DPW.

*DO NOT BLOCK ACCESS TO ANY CWL AREAS. AREAS NOT MOWED

AND SEEDING

BUSH HOGGING, MOWING,

ON SITE IS NOT PERMITTED. SOIL WILL BE OBTAINED BY THE CONTRACTOR.

DEBRIS AND VEGETATION OFF SITE. BURNING REMOVED/CUT VEGETATION

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL REMOVED 12.

BE REQUIRED AT THE REQUEST OF THE GOVERNMENT.

EATING, FILLING NEWLY FORMED GROUND HOG HOLES WITH BENTONITE, WILL

DIRECTIONS UNTIL THE DORMANT SEASON BEGINS AND THE GRASS IS NO LONGER GROWING.

HATCHED AREA ON A 45 DEGREE PATTERN. REPEAT MOWING EVERY 2 WEEKS ALTERNATING

ONE MONTH AFTER SEEDING OR WHEN THE GRASS REACHES 6" IN HEIGHT, MOW THE CROSS 10.

PERENNIAL RYE GRASS 15%

ANNUAL RYE GRASS 15%

20%KENTUCKY BLUEGRASS

CREEPING RED FESCUE 25%

KENTUCKY 31 25%

SEED MIX/ 4 LBS PER 1,000 SF PER PASS, EACH AREA GETS 2 PASSES IN A CROSS HATCH PATTERN:9.

AND COVER WITH A STAKED STRAW MAT.

UPON COMPLETION SPREAD GROUND HOG SPOIL AND SEED WITH A BROADCAST SPREADER

MONTH LATER AND FILL ANY NEW BURROWS USING THE GRANULATED BENTONITE METHOD.

UPON COMPLETION OF FILLING ANIMAL BURROWS THE CONTRACTOR SHALL RETURN 18.

AT A 45 DEGREE ANGLE ALTERNTING DIRECTION EACH MOW.

SHALL BE REPEATED PRIOR TO DRILL SEEDING. MOWING AND BUSHOGGING ARE TO BE PERFORMED

CROSS HATCHED PATTERN. IF A WEEK HAS PASSED SINCE BUSH HOGGING, MOWING

ON THE SLOPE THE DRILL SEEDER SHALL WORK AT A 45 DEGREE ANGLE BOTH DIRECTIONS IN A

SEEDER. THE DRILL SEEDER SHALL MAKE 2 PASSES AT THE CROWN AND BASE OF THE SLOPE,

CONTRACTOR SHALL SEED THE AREA USING THE SEED MIX BELOW AND A TRACKED DRILL

AT DIRECTION OF THE COR, WITHIN 1 WEEK OF BUSHHOGING THE SITE OR MOWING, THE 7.

TOPSOIL SHALL BE COMPACTED WITH SEVERAL PASSES WITH TRACKED EQUIPMENT.

RILLS LARGER THAN 4", AND IN AREAS INDICATED ON PLANS FOR FILL. ALL

ANIMAL BURROWS WERE FILLED, ROOTS AND ROCKS WERE REMOVED, ANY

IWALL BASE IS EXPOSED, TOPSOIL SHALL ALSO BE ADDED IN AREAS WHERE

THE CONTRACTOR SHALL ADD TOPSOIL AT THE LEVEE CROWN WHERE THE 6.

SPOIL NOT USED SHALL BE SPREAD EVEN.

BRIDGE OFF. PROVIDE 6 INCHES TOPSOIL COVER. BURROW SPOIL MAY BE USED FOR COVER,

INCREMENTS. SOUND CONTINUOUSLY TO ENSURE BURROW DOES NOT

THAN 4 INCHES IN DIAMETER WITH GRANULATED BENTONITE IN 1 FOOT

MAXIMUM PERMEABILITY OF 10 CM / SEC. BACK FILL BURROWS LESS

POWDERED BENTONITE AND WATER WHICH WILL SET UP WITH A

GROUT PUMP (SUBMIT FOR USACE APPROVAL) USING A MIX OF

BACK FILL ALL ANIMAL BURROWS VIA THE TREMIE METHOD WITH A5.

SOP ON SHEET CS501.

ALL ROOTS AND TREE STUMPS IDENTIFIED ON THE PLANS TO BE REMOVED. FOLLOW THE

EXPOSED TREE STUMPS AND ROCK SHALL BE REMOVED AND BACK FILLED. THIS INCLUDES4.

VEGETATION. WITH A PINE STRAW RAKE OR SIMILAR.

THE BUSH HOGGED AREA SHALL BE RAKED WITH A PINE STRAW TO REMOVE TRIMMED 3.

GATE ENCLOSURES GREATER THAN 6" SHALL BE TRIMMED OR CLEARED.

ANY GRASS OR WOODY VEGETATION ADJACENT TO THE FLOODWALL OR 2.

BE BUSH HOGGED PARALLEL.

SHALL BE REPAIRED BY THE CONTRACTOR. THE CROWN AND BASE OF THE LEVEE MAY

OF THE LEVEE. TRACKING PARALLEL TO THE SLOPE MAY CREATE RUTTING AND

BUSH HOG. WORK SHALL BE PERFORMED ON A 45 DEGREE ANGLE TO THE SLOPE

ALL HATCHED AREAS ON THE PLANS SHALL BE BUSH HOGGED WITH A TRACKED 1.

THE FOLLOWING NOTES APPLY TO THE AREAS WITH THE ABOVE HATCHING AND THE BELOW CROSS HATCHING:

TOP AND BOTTOM NETTING.

RECOMMENDATION. MATTING SHALL BE 100% ROCKY MOUNTAIN ASPEN FIBER WITH

HATCHED AREA WITH EROSION BLANKETS, STAKE PER MANUFACTURE

AFTER DRILL SEEDING THE ENTIRE SINGLE HATCHED AREA, COVER THE CROSS 3.

TRACKED EQUIPMENT. SOIL SHALL NOT REMAIN BARE LONGER THAN 10 DAYS.

MOIST ENOUGH TO COMPACT. COMPACTION REQUIRES SEVERAL PASSES WITH

WHERE SOIL IS ADDED VEGETATION BELOW SHALL BE STRIPPED, SOIL SHALL BE 2.

FOLLOW THE APPLICABLE SOP ON CS501. 1.

IN ADDITION TO WHAT IS LISTED ABOVE ALSO PERFORM THE FOLLOWING:

THE TASKS ABOVE IDENTIFIED BY SINGLE HATCH.

AREAS IDENTIFIED WITH CROSS HATCH ARE ALSO REQUIRED TO COMPLETE ALL OF

ft.

710 ft.

710 ft. 710 ft. 710 ft.

ft.

715 ft.

715 ft.

715 ft.

715 ft.

720 ft.

0 f t.

720 f t.

720 ft. 720 ft.

725 ft.

725 ft.

730 ft.

730 ft.735 ft.

735 ft.

A -4

A -4

A -4

A -4

A -5

A -5

A -5

A -5

A -5

A -5

A -5

A -5

C E

N T

R

E

WASHI

NGTON

BLVD.

RIVERVIEW AVE.

704 703

L

L

A R

D R

A I

L

E X I S

T I t h

S

T

CB

CB

P

P

P

P

P

P

P

P

P

P

P

CS

D

C

B

A

5 4 3 2 1

A

B

C

U.S.ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

LOUISVILLE,KENTUCKY

Revisions

Symbol Descriptions Date Approved

Designed by:

Drawn by:

Checked by:

Scale:

Date:

Drawing Code:

Sheet reference number:

US Army Corps of Engineers

FLOOD RISK MANAGEMENT PROJECT

Project

Architect

Date

O:\ED\Public\CAD\Civil\112589 Total Project\Final Punch List Contract\CADD\CAD_Sheets\Civil\Sheet Files\112589_CS106xxx.dgn

28-JUL-2020*** SUPPORT VALUE ENGINEERING - IT PAYS ***

*** SAFETY PAYS ***

JACOB SINKHORN

JACOB SINKHORN

JACOB SINKHORN

D

F

IN

A L

JASON KOENIG

TOTAL PROJECT

JANUARY 06, 2020

CWLCWL

CWL

CWL

CWL

CWL

CWL

CW

L

CWL CWL

A -4

A -4

A -4

A -4

A -5

A -5

A -5

A -5

A -5

A -5

A -5

A -5

RIV

ERVIE

W D R.

REMOVE STUMP OR LARGE ROOT

WHITE RIVER

FLOW

REMOVE DEAD TREE

THE LEVEE I-WALL CONNECTION

ENSURE LEVEE IS 6" HIGHER THAN THE CAP AT

THE EDGE OF THE I-WALL CAP.

ADD SOIL AT CROWN THAT COVERS

RESTORE LEVEE I-WALL CONNECTION

CWL CWL

CONTRACTOR WORK LIMITS

NOTES

LEGEND

40 400 80'

SCALE: 1"=40'

SCALE

C101-C111

REMOVE TREE STUMPS, AND/OR ADD FILL.

REPAIR SOIL RILLS, REMOVE ROCK,

AREAS IDENTIIED FOR RIPRAP

REQUIREMENTS ABOVE DO NOT APPLY TO

RIPRAP AREA WITH 18" OF INDOT REVETMENT

BY THE CONTRACTOR WILL BE MOWED BY THE INDIANAPOLIS DPW.

*DO NOT BLOCK ACCESS TO ANY CWL AREAS. AREAS NOT MOWED

AND SEEDING

BUSH HOGGING, MOWING,

ON SITE IS NOT PERMITTED. SOIL WILL BE OBTAINED BY THE CONTRACTOR.

DEBRIS AND VEGETATION OFF SITE. BURNING REMOVED/CUT VEGETATION

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL REMOVED 12.

BE REQUIRED AT THE REQUEST OF THE GOVERNMENT.

EATING, FILLING NEWLY FORMED GROUND HOG HOLES WITH BENTONITE, WILL

DIRECTIONS UNTIL THE DORMANT SEASON BEGINS AND THE GRASS IS NO LONGER GROWING.

HATCHED AREA ON A 45 DEGREE PATTERN. REPEAT MOWING EVERY 2 WEEKS ALTERNATING

ONE MONTH AFTER SEEDING OR WHEN THE GRASS REACHES 6" IN HEIGHT, MOW THE CROSS 10.

PERENNIAL RYE GRASS 15%

ANNUAL RYE GRASS 15%

20%KENTUCKY BLUEGRASS

CREEPING RED FESCUE 25%

KENTUCKY 31 25%

SEED MIX/ 4 LBS PER 1,000 SF PER PASS, EACH AREA GETS 2 PASSES IN A CROSS HATCH PATTERN:9.

AND COVER WITH A STAKED STRAW MAT.

UPON COMPLETION SPREAD GROUND HOG SPOIL AND SEED WITH A BROADCAST SPREADER

MONTH LATER AND FILL ANY NEW BURROWS USING THE GRANULATED BENTONITE METHOD.

UPON COMPLETION OF FILLING ANIMAL BURROWS THE CONTRACTOR SHALL RETURN 18.

AT A 45 DEGREE ANGLE ALTERNTING DIRECTION EACH MOW.

SHALL BE REPEATED PRIOR TO DRILL SEEDING. MOWING AND BUSHOGGING ARE TO BE PERFORMED

CROSS HATCHED PATTERN. IF A WEEK HAS PASSED SINCE BUSH HOGGING, MOWING

ON THE SLOPE THE DRILL SEEDER SHALL WORK AT A 45 DEGREE ANGLE BOTH DIRECTIONS IN A

SEEDER. THE DRILL SEEDER SHALL MAKE 2 PASSES AT THE CROWN AND BASE OF THE SLOPE,

CONTRACTOR SHALL SEED THE AREA USING THE SEED MIX BELOW AND A TRACKED DRILL

AT DIRECTION OF THE COR, WITHIN 1 WEEK OF BUSHHOGING THE SITE OR MOWING, THE 7.

TOPSOIL SHALL BE COMPACTED WITH SEVERAL PASSES WITH TRACKED EQUIPMENT.

RILLS LARGER THAN 4", AND IN AREAS INDICATED ON PLANS FOR FILL. ALL

ANIMAL BURROWS WERE FILLED, ROOTS AND ROCKS WERE REMOVED, ANY

IWALL BASE IS EXPOSED, TOPSOIL SHALL ALSO BE ADDED IN AREAS WHERE

THE CONTRACTOR SHALL ADD TOPSOIL AT THE LEVEE CROWN WHERE THE 6.

SPOIL NOT USED SHALL BE SPREAD EVEN.

BRIDGE OFF. PROVIDE 6 INCHES TOPSOIL COVER. BURROW SPOIL MAY BE USED FOR COVER,

INCREMENTS. SOUND CONTINUOUSLY TO ENSURE BURROW DOES NOT

THAN 4 INCHES IN DIAMETER WITH GRANULATED BENTONITE IN 1 FOOT

MAXIMUM PERMEABILITY OF 10 CM / SEC. BACK FILL BURROWS LESS

POWDERED BENTONITE AND WATER WHICH WILL SET UP WITH A

GROUT PUMP (SUBMIT FOR USACE APPROVAL) USING A MIX OF

BACK FILL ALL ANIMAL BURROWS VIA THE TREMIE METHOD WITH A5.

SOP ON SHEET CS501.

ALL ROOTS AND TREE STUMPS IDENTIFIED ON THE PLANS TO BE REMOVED. FOLLOW THE

EXPOSED TREE STUMPS AND ROCK SHALL BE REMOVED AND BACK FILLED. THIS INCLUDES4.

VEGETATION. WITH A PINE STRAW RAKE OR SIMILAR.

THE BUSH HOGGED AREA SHALL BE RAKED WITH A PINE STRAW TO REMOVE TRIMMED 3.

GATE ENCLOSURES GREATER THAN 6" SHALL BE TRIMMED OR CLEARED.

ANY GRASS OR WOODY VEGETATION ADJACENT TO THE FLOODWALL OR 2.

BE BUSH HOGGED PARALLEL.

SHALL BE REPAIRED BY THE CONTRACTOR. THE CROWN AND BASE OF THE LEVEE MAY

OF THE LEVEE. TRACKING PARALLEL TO THE SLOPE MAY CREATE RUTTING AND

BUSH HOG. WORK SHALL BE PERFORMED ON A 45 DEGREE ANGLE TO THE SLOPE

ALL HATCHED AREAS ON THE PLANS SHALL BE BUSH HOGGED WITH A TRACKED 1.

THE FOLLOWING NOTES APPLY TO THE AREAS WITH THE ABOVE HATCHING AND THE BELOW CROSS HATCHING:

TOP AND BOTTOM NETTING.

RECOMMENDATION. MATTING SHALL BE 100% ROCKY MOUNTAIN ASPEN FIBER WITH

HATCHED AREA WITH EROSION BLANKETS, STAKE PER…

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