AMENDMENT_0002_CAL_TOWNSHIP_W912P616B0009.pdf

W81G6661484364

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

REFERENCE: INVITATION FOR BIDS NO. W912P6-16-B-0009, "Calumet Tow nship Drainage Project, Calumet Tow nship Indiana"

THE AMENDMENT PARTICULARS FOLLOW ON THE NEXT PAGE -

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 19-Sep-2016

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 W912P6-16-B-0009

X 9B. DATED (SEE ITEM 11)

17-Aug-2016

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

19-Sep-2016

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P6-16-B-0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

A. By this Amendment, the BID Opening Date is hereby extended to September 21, 2016; the time of the Opening is 11:00a.m. CDT; therefore, BIDS shall be provided to the USACE‐Chicago District PRIOR to 11:00 a.m. (CDT) on September 21, 2016.

B. This Amendment modifies the following Drawing Sheet, which is attached hereto.

Sheet G‐002 General notes has been revised. Note 28 was added stating all steel used on project must be in compliance with AIS specifications.

C. The USACE‐Chicago District’s responses to Contractor’s inquiries are enclosed hereunder.

D. The Point of Contact (POC) for this Amendment is Thomas Russell, who may be reached by phone at 312‐846‐5378 or email to thomas.j.russell@usace.army.mil.

E. IMPORTANT NOTE: This Amendment 0002 may be acknowledged via email to Thomas Russell at thomas.j.russell@usace.army.mil with a copy provided to Regina Blair at regina.g.blair@usace.army.mil.

W912P6-16-B-0009

USACE-CHICAGO DISTRICT RESPONSE TO CONTRACTOR’S INQUIRIES:

Q1: As discussed in the pre‐bid meeting. Will existing sand backfill be allowed under asphalt pavement in lieu of an aggregate as shown in the construction details?

A1: Per the Construction Details shown on page 38 of the plans, TBF shall be Common Backfill (FA‐2 Clean Brown Beach Sand) for trenches in the parkway and Aggregate (Virgin Crushed Limestone) for trenches in the pavement, in accordance with the specifications stated in Section 31 00 00 Paragraph

3.8. Using existing material would be acceptable if this material meets the specifications stated in Paragraph 3.8.

Q2: Does the steel need to comply with AIS?

A2: Per the revised drawing sheet G‐002, as amended via this Amendment 0002, Note 28 as included therein now states: “All steel must meet the American Iron and Steel requirements to use iron and steel products that are produced in the United States.”

Q3: Does the project require compliance with the American Recovery and Reinvestment Act (ARRA)?

A3: No; the winning contractor will not be required to comply with the provisions of the American Recovery and Reinvestment Act, as this project is not designated as an ARRA project/acquisition.

END OF RESPONSES AND AMENDMENT 0002

GENERAL NOTES STANDARD ABBREVIATIONS

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

DEMOLITION GENERAL NOTES

A B

B R

E V

IA

T

IO

N S

A N

D

G E

N E

R A

L N

O T

E S

UTILITY MATRIX

TRAFFIC CONTROL NOTES

TO THE GOVERNMENT.

PROPOSED STORM SEWER SYSTEM. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AT NO ADDITIONAL CHARGE

16. ANY EXISTING STORM SEWER AND SUMP PUMP CONNECTIONS ENCOUNTERED SHALL BE CONNECTED TO THE

THE ENGINEER.

ITEMS SHALL BE STORED FOR REPLACEMENT UPON COMPLETION OF PROPOSED IMPROVEMENTS AT A LOCATION DETERMINED BY

15. ALL MAILBOXES, FENCES, SIGNS, ETC. SHOWN TO BE REMOVED SHALL BE SALVAGED, CLEANED AND ALL CONCRETE REMOVED.

PARAGRAPH 1.11 AND SPECIFICATION NUMBER 02 41 00 PART 1.

CONSTRUCTION AREAS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION NUMBERS 01 10 00.00 03

CONTRACTOR'S EXPENSE. THE CONTRACTOR IS REQUIRED TO VIDEOTAPE AND/OR PHOTOGRAPH ALL EXISTING STRUCTURES AND

14. ANY DAMAGE TO EXISTING STRUCTURES OR OBJECTS NOT SHOWN TO BE REMOVED OR REPLACED SHALL BE REPAIRED AT THE

IS STRICTLY PROHIBITED. THIS SHALL BE INCLUDED IN THE COST OF EROSION CONTROL MEASURES.

BE PLACED AS SHOWN ON THE PLANS. CONSTRUCTION WITHIN THE FENCE WITHOUT PERMISSION FROM THE OWNER OR ENGINEER

13. ALL TREES TO REMAIN SHALL BE PROTECTED WITH SILT FENCE OR ORANGE CONSTRUCTION FENCES. PROTECTIVE FENCING SHALL

OF DEBRIS AT ALL TIMES.

12. THE CONTRACTOR SHALL ENSURE THAT ALL ADJOINING AREAS, INCLUDING ADJACENT STREETS AND DRIVEWAYS, SHALL BE FREE

DISPOSED AT AN OFFSITE LOCATION IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

11. ALL EXISTING TREES, BRUSH, AND MISCELLANEOUS APPURTENANCES, SHOWN TO BE REMOVED SHALL BE REMOVED AND

10. ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHOWN TO BE REMOVED.

RESPECTIVE UTILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THIS WORK INCIDENTAL TO THE CONTRACT.

9. GAS, TELEPHONE AND ELECTRIC DISTRIBUTION SYSTEM REMOVALS, ADJUSTMENTS, AND / OR RELOCATIONS SHALL BE DONE BY

8. ALL UTILITIES NOTED TO REMAIN SHALL BE ADJUSTED TO THE FINAL GRADES AS PROVIDED ON THE PLAN AND PROFILE SHEETS.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

7. ALL CONSTRUCTION DEBRIS AND BUILDING MATERIALS SHALL BE REMOVED AND DISPOSED AT AN OFFSITE LOCATION IN

CONTRACT DOCUMENTS.

AND SHALL REPORT AT ONCE TO THE ENGINEER ANY DISCREPANCIES WITH RESPECT TO INFORMATION INDICATED IN THE

6. THE CONTRACTOR IS REQUIRED TO ASSURE HIMSELF OF LOCATION AND DEPTH OF EXISTING UTILITIES AND RELATED FEATURES

ENGINEER OF ANY DISCREPANCIES.

CONTRACTOR SHALL CALL I.U.P.P.S. PRIOR TO START OF DEMOLITION TO HAVE ALL EXISTING UTILITIES FIELD LOCATED. NOTIFY

RELOCATION OF ANY EXISTING UTILITY SERVICES, INCLUDING WATER, SEWER, GAS, ELECTRIC, TELEPHONE AND CABLE. THE

FOR THE EXACT LOCATIONS OF THE UTILITIES. THE CONTRACTOR SHALL ARRANGE FOR THE DISCONNECTION, PROTECTION OR

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION WORK

COMMENCING WORK AND NOTIFY THE ENGINEER OR OWNER OF ANY DISCREPANCIES.

MAY 2016 AND AVAILABLE RECORDS. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES SHOWN AND NOT SHOWN BEFORE

4. THIS PLAN WAS PREPARED FROM TOPOGRAPHIC SURVEY PREPARED BY CHRISTOPHER B. BURKE ENGINEERING, LTD, DATED

HOURS PRIOR TO THE START OF DEMOLITION.

3. ARMY CORP OF ENGINEERS - CHICAGO DISTRICT AND THE LAKE COUNTY HIGHWAY DEPARTMENT SHALL BE NOTIFIED AT LEAST 48

UTILITY DISCONNECT FEES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR DEMOLITION WORK AND ASSOCIATED

1. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.

G-002

PLACEMENT. THIS WILL NOT BE PAID FOR SEPARATELY BUT INCLUDED IN THE COST OF THE CONTRACT.

THEIR ACTIVATION.THE MESSAGE BOARD LOCATION SHALL BE REVIEWED AND APPROVED BY THE COUNTY PRIOR TO

SEEK ALTERNATE ROUTES, ETC.). THE LANGUAGE MUST BE PROVIDED TO THE COUNTY FOR REVIEW/APPROVAL PRIOR TO

PUBLIC OF THE UPCOMING WORK (ROAD CONSTRUCTION/LANE REDUCTION BEGINNING ___________, EXPECT DELAYS, PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WITHIN THE COUNTY'S RIGHT-OF-WAY NOTIFYING THE MOTORING

3. ADVANCED WARNING CHANGEABLE MESSAGE BOARDS SHALL BE POSTED AT BOTH ENDS OF THE ROADWAY TWO WEEKS

NUMBER 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

DEVICES FOR STREETS AND LOCAL HIGHWAYS, 2003 EDITION, AND IN ACCORDANCE WITH SPECIFICATION

TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL

2. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES DURING THE PROJECT DURATION AND PROVIDE

1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT RESIDENTS AT ALL TIMES.

P

R

A

D E

N D

U M

P

R

A

D E

N D

U M

PRODUCTS THAT ARE PRODUCED IN THE UNITED STATES OF AMERICA.

28. ALL STEEL MUST MEET THE AMERICAN IRON AND STEEL (AIS) REQUIREMENTS TO USE IRON AND STEEL

AS COORDINATION WITH ALL UTILITY COMPANIES REGARDING POSSIBLE CONFLICTS. SEE UTILITY MATRIX.

RESPONSIBLE FOR COORDINATING THE SCHEDULE OF THIS WORK WITH INDIANA-AMERICAN WATER, AS WELL

IS TO BE PERFORMED BY OTHERS PRIOR TO CONSTRUCTION COMMENCEMENT. THE CONTRACTOR SHALL BE

27. A PLANNED RELOCATION OF THE EXISTING WATER MAIN ALONG W. 40th AVENUE NEAR MARSHALL STREET

ACCORDANCE WITH SECTION 01 57 20.02 03.

CONTRACTOR IS RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL USED ONSITE IN

26. SE/SC FEATURES SHOWN ON THE DRAWINGS ARE THE MINIMUM MEASURES REQUIRED AT THE SITE.

25. ALL OFFSET DIMENSIONS SHOWN ON THE PLANS ARE TO THE CENTER OF THE STRUCTURE.

CONTAINS SEPTIC SYSTEMS AND WELLS.

24. SPECIAL CARE AND CAUTION SHALL BE TAKEN THROUGHOUT THE WORK DURATION AS PROJECT AREA

EXISTING RESIDENTS MUST BE MAINTAINED AT ALL TIMES.

23. ROADWAYS MAY BE CLOSED FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS, HOWEVER, ACCESS TO

PROTECTION FENCE.

BY THE CONTRACTING OFFICER. CONSTRUCTION IN REAR YARD AREAS SHALL BE WITHIN LIMITS OF TREE

AT START OF CONSTRUCTION AND SHALL NOT ENCROACH INTO TREE PROTECTION FENCE UNLESS APPROVED

RIGHT-OF-WAY LIMITS OR TREE PROTECTION FENCE. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCE

22. WORK LIMITS, INCLUDING CONSTRUCTION STAGING AND EQUIPMENT STORAGE, SHALL BE WITHIN EXISTING

TREE PROTECTION FENCE LIMITS.

21. CONSTRUCTION STAGING AND EQUIPMENT STORAGE SHALL BE LIMITED TO THE RIGHT-OF-WAY AND OUTSIDE

BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

20. SURVEY MONUMENTATION (PROPERTY CORNERS, ETC.) LOST DURING CONSTRUCTION SHALL

CONSIDERED INCIDENTAL TO THE CONTRACT.

SHALL BE TIED INTO THE STORM SEWER SYSTEM TO ALLOW FOR POSITIVE DRAINAGE, AND SHALL BE

19. ANY FOOTING DRAINS, SUMP PUMP DRAINS, AND OUTSIDE DRAINS ENCOUNTERED DURING CONSTRUCTION

INTERCEPTOR DITCHES AND TEMPORARY DRAINAGE SWALES MAY BE REQUIRED TO MAINTAIN DRAINAGE.

18. CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT MAINTAINS EXISTING DRAINAGE PATTERNS.

RESTORATION AND DEMOLITION AND REMOVAL OR CONSIDERED INCIDENTAL TO THE CONTRACT.

REPLACED IN KIND UNLESS OTHERWISE NOTED. THIS WORK SHALL BE PAID FOR UNDER LANDSCAPE

CONSTRUCTION SHALL BE REPLACED IN KIND. ALL SIGNS REMOVED OR RELOCATED SHALL BE

17. ANY PUBLIC OR PRIVATE IMPROVEMENTS (SIDEWALKS, CURB AND GUTTER, ETC.) DISTURBED DURING

PARAGRAPH 1.6. ANY CHANGE IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED.

AS SOON AS THE PROJECT IS COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 01 10 00.00 03,

16. RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE GOVERNMENT

BY THE GOVERNMENT.

THE GOVERNMENT SHALL BE NOTIFIED PRIOR TO ANY CHANGES AND ANY SHALL ONLY BE AS APPROVED

OF THE WORK AND INTERFERE TO SUCH AN EXTENT THAT ALTERATION IN THE PLANS IS REQUIRED,

15. WHEREVER OBSTRUCTIONS NOT SHOWN ON THE PLANS ARE ENCOUNTERED DURING THE PROGRESS

CONTROL PLAN HAVE BEEN APPROVED IN WRITING BY THE ARMY CORPS OF ENGINEERS - CHICAGO DISTRICT.

EQUIPMENT SUBMITTALS, ACCIDENT PREVENTION PLAN, ENVIRONMENTAL PROTECTION PLAN, AND QUALITY

14. NO MATERIALS SHALL BE DELIVERED TO THE JOB SITE OR EQUIPMENT MOBILIZED UNTIL ALL PERTINENT

BY THE CONTRACTOR AND SHALL BE INCLUDED N THE COST FOR CLEARING AND GRUBBING.

13. ALL TREE TRIMMING REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS SHALL BE PERFORMED

DIRECTION AND MEANS/METHODS OF CONSTRUCTION.

12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY, AS WELL AS SUPERVISION/

TOPSOIL (MINIMUM 4-INCHES), EROSION CONTROL BLANKET, AND SEED, UNLESS OTHERWISE SPECIFIED.

11. ALL DISTURBED AREAS (NOT IMPERVIOUS IN NATURE) SHALL BE FINE GRADED AND RESTORED WITH

COST OF THE CONTRACT.

TO THE GOVERNMENT. THE COST ASSOCIATED FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE

ITEMS OF EQUIPMENT REQUIRED TO MAINTAIN SUCH NORMAL OPERATION AT NO ADDITIONAL COST

OPERATION OF ANY EXISTING UTILITY SERVICE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY

10. THE WORK PERFORMED UNDER THIS CONTRACT SHALL IN NO WAY INTERFERE WITH THE NORMAL

a. STANDARD SPECIFICATIONS, AS PREPARED BY THE INDIANA DEPARTMENT OF TRANSPORTATION;

WHICH ARE HEREBY MADE A PART HEREOF:

9. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS, NOT LIMITED TO GAS, WATER, ELECTRIC AND SEPTIC SYSTEMS, INCLUDING FIELD TILE.

SHALL BE AT NO COST TO THIS PROJECT OR GOVERNMENTAL UNIT. THESE UTILITIES INCLUDE BUT ARE

SHOWN ON THE PLANS. ANY PROTECTION, MAINTENANCE, RELOCATION, REPAIR WORK OR OTHER WORK

THE ACTUAL LOCATIONS OF THOSE WHICH ARE SHOWN MAY BE DIFFERENT FROM THE LOCATIONS AS

DURING CONSTRUCTION, UTILITIES OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED AND THAT

8. THE ARMY CORP OF ENGINEERS, GOVERNMENT OR ENGINEER DOES NOT ASSUME RESPONSIBILITY THAT

WITH THE PROPOSED IMPROVEMENTS.

SHALL NOTIFY ARMY CORPS OF ENGINEERS/GOVERNMENT/ENGINEER IF ANY EXISTING UTILITIES ARE IN CONFLICT

THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES DURING CONSTRUCTION AND

COMPANIES AND AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA.

7. THE UNDERGROUND UTILITIES INDICATED ARE BASED ON INFORMATION PROVIDED BY LOCAL UTILITY

AND AS APPROVED BY THE GOVERNMENT.

6. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINE.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

EXISTING AT THAT TIME. ACTUAL CONDITIONS MAY VARY.

3. THE TOPOGRAPHIC INFORMATION PRESENTED IS FROM THOMSON SURVEYING, LTD. AND REPRESENTS CONDITIONS

2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.

1. THE HORIZONTAL DATUM IS BASED ON NAD 1983, NGS MONUMENT PID ME3214.

U

O P

X

D E

S C

R

IP

T

IO

N M

A R

K

P R

O J E

C T C

O D

E

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

D E

S

IG

N E

D B

Y

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

F

IL

E N

A M

E

S

IZ

E

D A

T E

SHEET ID

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

C O

N S

T R

U C

T

IO

N S P

L A

N S s t

A V

E N

U E D

R A

IN

A G

E P

R O J E

C T

G A

R Y

IN

D

IA

N A

SHEET OF2 53

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

W

H

IG

G

IN

S R

O A

D S

U

IT

E

R O

S E

M O

N T

IL

L

IN

O

IS

L E

E M F

E L L P

E

E D

T

J G

S

T H

O M

A S T

B U

R K

E P

E

A N

S I

D

100%

N

IN

D

IA

N A \1

\C iv il \G n o t0

.s h t

W P -1

-B -0

A U

G U

S T