W912P619B0017_463524_Village_Crestwood_W_Playfield_Water_Main_Improvement_RTA_PLANS_(6-Aug-19).pdf

PDF 16 MB Posted Aug 7, 2019

Attached to: VILLAGE OF CRESTWOOD, IL WATER MAIN IMPROVEMENTS - SECTION 219 (USACE ACQUISITION)
Solicitation number: W912P619B0017
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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THIS FILE CONTAINS THE PROJECT PLANS/DRAWINGS SHEETS

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File	Type	Posted
AMENDMENT_0005_CRESTWOOD_WATER_MAIN_IMPROVEMENTS_W912P619B0017_RGB.pdf	PDF	Sep 11, 2019
W912P619B0017_Amend_0004.pdf	PDF	Sep 10, 2019
AMENDMENT_0003_WITH_4_ENCLOSURES_-_CRESTWOOD_SOLICITATION_NO_W912P619B0017_8SEP2019_rgb.pdf	PDF	Sep 8, 2019
AMENDMENT_NO._0002_W912P619B0017_CRESTWOOD_SECTION_219_INCLUDES_PERMIT.pdf	PDF	Aug 29, 2019
AMENDMENT_NO._0001_W912P619B0017_VILLAGE_OF_CRESTWOOD_IL_SEC_219_PROJECT.pdf	PDF	Aug 24, 2019
W912P619B0017_463524_Village_Crestwood_W_Playfield_Water_Main_Improvement_RTA_SPECS_(6-Aug-19).pdf	PDF	Aug 7, 2019

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Professional Registrations

AKWASI A. NKETIA

08/05/2019

11/30/2019

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G-001

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

18311 N. CREEK DRIVE, SUITE F

TINLEY PARK, ILLINOIS 60477

(708) 326-4000 / info@f-w.com

US Army Corps of Engineers

THIS PROJECT WAS DESIGNED BY THE

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON

THESE PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS REQUIRED

BY ER 1110-1-8152. SIGNATURES INDICATE

OFFICIAL RECOMMENDATION OF ALL DRAWINGS

IN THIS SET.

REVIEWED BY:

/S/

ATR TEAM LEADER DATE

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL FOR ALL

DRAWINGS CONTAINED IN THE SHEET INDEX.

APPROVAL RECOMMENDED BY:

/S/

PROJECT MANAGER DATE

APPROVED BY:

/S/

CHIEF,DESIGN BRANCH DATE

SHEET INDEX

SHEET

NUMBER

SHEET

REFERENCE

TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES/ ABBREVIATIONS/ LEGEND

3 G-003 AERIAL LOCATION MAP

4 G-004 DATUM CONTROL

5 G-005 REAL ESTATE EXHIBIT

6 G-006 WORK AND STORAGE AREA

7-9 C-101 - C-103 131ST STREET WATER MAIN PLAN AND PROFILE

10-14 C-104 - C-108 FAIRWAY DRIVE WATER MAIN PLAN AND PROFILE

15-16 C-109 - C-110 WEST END LANE WATER MAIN PLAN AND PROFILE

17 C-111 132ND STREET WATER MAIN PLAN AND PROFILE

18 C-112 LINDER AVENUE WATER MAIN PLAN AND PROFILE

19 C-113 LINDER COURT WATER MAIN PLAN AND PROFILE

20-21 C-201 - C-202 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

22-25 C-501 - C-504 CONSTRUCTION DETAILS

SITE LOCATION

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: AUGUST 6, 2019

XXXXXX-XX-X-XXXX

W912P6-19-B-0017

VILLAGE OF CRESTWOOD, IL

WEST PLAYFIELD WATER MAIN REPLACEMENT

VILLAGE OF CRESTWOOD

CHICAGO DISTRICT

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PAGES OR DIVISIONS COVERED:

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LICENSE RENEWAL DATE:

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DATE:

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NAME:

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SIGNATURE:

AutoCAD SHX Text THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION. I AM A DULY LICENSED ENGINEER/ARCHITECT UNDER THE LAWS OF THE STATE OF ILLINOIS.

AutoCAD SHX Text

PROFESSIONAL

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LICENSED

AutoCAD SHX Text 062-063212

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ENGINEER

AutoCAD SHX Text | sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-001.dwg | 8/6/2019 9:24 AM |sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-001.dwg | 8/6/2019 9:24 AM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-001.dwg | 8/6/2019 9:24 AM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-001.dwg | 8/6/2019 9:24 AM | | 8/6/2019 9:24 AM |8/6/2019 9:24 AM | | http://www.f-w.com

PROPOSED LEGEND

HYDRANT

WATER VALVE

REDUCER

WATER LINE WITH SIZE

WATER SERVICE WITH SIZE

TEE

BEND

PLUG/ CAP

WATER MAIN WITH WATER MAIN

QUALITY CASING

TAPPING SLEEVE

INLET FILTER BASKET

SILT FENCE

TREE PROTECTION FENCE

INDICATED ITEM TO BE REMOVED

8'' W

EXISTING LEGEND

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

8'' W

1-800-892-0123 http://www.illinois1call.com

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1. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS ACCOMPANYING THESE PLANS AND THE FOLLOWING

SPECIFICATIONS:

a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", CURRENT EDITION, BY THE ILLINOIS DEPARTMENT OF

TRANSPORTATION.

b. "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", CURRENT EDITION, BY THE ILLINOIS DEPARTMENT OF

TRANSPORTATION.

c. "ILLINOIS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", CURRENT EDITION.

d. "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", CURRENT EDITION.

e. ILLINOIS URBAN MANUAL

f. U.S. ARMY CORPS OF ENGINEERS STANDARDS AND REGULATIONS.

2. ALL PIPE SHALL BE PRESSURE TESTED TO 100 PSI OR 1.5 x WORKING PRESSURE FOR 2 HOURS WITHOUT LEAKAGE ACCORDING TO

AWWA C600& C605.

3. CONTRACTOR SHALL SATISFACTORILY DISINFECT ALL WATER MAINS PRIOR TO USE IN ACCORDANCE WITH REQUIREMENTS OF AWWA

651-99. AT LEAST ONE SET OF SAMPLES SHALL BE COLLECTED FROM EVERY 1,200 FEET OF NEW WATER MAIN, PLUS ONE SET FROM THE

END OF THE LINE AND AT LEAST ONE SET FROM EACH BRANCH. SATISFACTORY DISINFECTION SHALL BE DEMONSTRATED IN

ACCORDANCE WITH THE REQUIREMENTS OF 35 IL ADM. CODE 652-203. CONTRACTOR SHALL FURNISH AND INSTALL CORPORATION

STOPS AT REQUIRED SAMPLING LENGTHS.

4. WATER SUPPLIES SHALL BE PROTECTED AS DESCRIBED IN SECTION 370.350 OF THE ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE

WORKS OR SECTION 41-2.01 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST

EDITION.

5. PIPE SHALL BE: DUCTILE IRON, PRESSURE CLASS 350. THE PIPE SHALL BE LAID WITH A DEPTH OF COVER OF AT LEAST 5 FEET

MEASURED FROM TOP OF PIPE.

6. HORIZONTAL AND OR VERTICAL SEPARATION BETWEEN SANITARY SEWER OR SANITARY SERVICES AND WATER MAIN OR WATER

SERVICES SHALL BE AS DESCRIBED IN SECTION 370.350 OF THE ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS OR

SECTION 41-2.01 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION.

7. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON ABOVE GROUND EVIDENCE

(INCLUDING, BUT NOT LIMITED TO MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE

SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND

EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.

8. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY BEFORE ANY CONSTRUCTION WORK HAS BEGUN, OF OBTAINING FROM ALL

UTILITIES THE EXACT LOCATION OF ANY UNDERGROUND FACILITIES IN THE AREA OF CONSTRUCTION, WHETHER INDICATED ON THE

PLANS OR NOT. ANY FACILITIES DISTURBED BY THE CONTRACTOR SHALL BE RESTORED BY HIM AT HIS OWN EXPENSE. THE

CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY THE RELOCATION OF ANY FACILITY DESIGNATED ON THE PLANS OR

DEEMED NECESSARY TO BE RELOCATED BY THE ENGINEER IN ORDER TO COMPLETE CONSTRUCTION OF THE PROJECT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ALL DAMAGED UTILITIES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RESIDENTS/BUSINESSES OF INTERRUPTION TO THEIR UTILITIES THAT

WILL BE CAUSED BY THE CONSTRUCTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

11. AT NO TIME DOES THE CONTRACTOR HAVE THE PERMISSION OR AUTHORITY TO ENTER OR DISTURB PROPERTY OUTSIDE THE

RIGHT-OF-WAY OR EASEMENTS. THE STORAGE AREA SHALL NOT BE DISTURBED OR EXCAVATED AT ANY TIME THROUGHOUT THE

PROJECT. THE CONTRACTOR MUST ISOLATE ALL MATERIALS PLACED AT THE SITE.

12. PROVIDE ALL DEWATERING REQUIRED FOR THE COMPLETION OF THE PROJECT

13. EXCAVATED MATERIAL INCLUDING ANY OTHER CONSTRUCTION DEBRIS SHALL NOT BE ALLOWED ON ROADWAY. WHERE RIGHT-OF-WAY

DOES NOT ALLOW FOR WINDROWING OF EXCAVATED MATERIAL, IT SHALL BE HAULED OFF-SITE. CONTRACTOR SHALL BE RESPONSIBLE

FOR ADHERENCE TO IEPA'S CLEAN CONSTRUCTION OR DEMOLITION DEBRIS REQUIREMENTS (CCDD).

14. STORAGE OF CONSTRUCTION MATERIALS WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE PLACED REMOTELY AS POSSIBLE FROM THE

EDGE OF PAVEMENT TO MINIMIZE IT BEING A HAZARD.

15. CONTRACTOR SHALL BE RESPONSIBLE IN FURNISHING AND MAINTAINING ALL TRAFFIC SIGNS AND CONTROLS FOR THE WORK. TRAFFIC

CONTROL PLAN SHALL BE SUBMITTED TO THE VILLAGE FOR REVIEW BEFORE STARTING WORK.

16. PROPOSED WATER MAIN UNDERNEATH EXISTING PAVEMENT, DRIVEWAYS, SIDEWALKS AND WITHIN 2 FEET FROM BACK OF CURB SHALL

BE TRENCH BACKFILLED AND COMPACTED IN ACCORDANCE WITH APPLICABLE STANDARD SPECIFICATIONS FOR WATER & SEWER MAIN, LATEST EDITION.

17. ALL DISTURBED AREA INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES, WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR

BETTER CONDITION. ALL CROSSING UTILITIES, AND APPURTENANCE SHALL BE REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS

OR IF DAMAGED DURING CONSTRUCTION WITH THE SAME MATERIAL AND SIZE AS EXISTING.

18. ALL WORK SHALL BE IN ACCORDANCE WITH EM 385-1-1, ' SAFETY AND HEALTH REQUIREMENTS MANUAL', REVISED 1996; U.S. ARMY

CORPS OF ENGINEERS.

19. COMPLY WITH ALL APPLICABLE USACE AND OSHA REGULATIONS AND SAFETY REQUIREMENTS OF ANY OTHER AGENCY HAVING

JURISDICTION.

20. SHOULD ANY ERRORS BECOME APPARENT ON THE PLANS, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE USACE, OWNER AND

ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.

21. IN THE EVENT THE USACE, THE OWNER AND/OR ENGINEER FINDS THE MATERIALS OR THE FINISHED PRODUCT IN WHICH THE MATERIALS

ARE USED OR THE WORK PERFORMED ARE NOT IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS, AND HAVE RESULTED IN AN

INFERIOR OR UNSATISFACTORY PRODUCT, THE WORK OR MATERIALS SHALL BE REMOVED AND REPLACED OR OTHERWISE CORRECTED

AT THE CONTRACTOR'S EXPENSE. CORRECTIONS SHALL BE APPROVED BY USACE AND OWNER.

GENERAL NOTES

VILLAGE OF CRESTWOOD 1-708-371-4800

COM ED 1-630-343-2826

MWRD 1-312-751-6643

NICOR GAS 1-630-388-3046

AT&T 1-708-396-7622

COMCAST 1-630-600-6352

JOINT UTILITY INFORMATION FOR EXCAVATORS:

CONTRACTORS SHALL CALL THE TOLL FREE

J.U.L.I.E. TELEPHONE NUMBER, 1-800-892-0123

BEFORE STARTING EXCAVATION. ALLOW 48 HOURS

FOR OTHER THAN EMERGENCY ASSISTANCE.

LEGEND

ABV ABOVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AGGR AGGREGATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

AVG AVERAGE

BLDG BUILDING

BM BENCHMARK

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CIPP CURE-IN-PLACE PIPE LINING

CL CENTER LINE

CO CLEANOUT

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CU FT CUBIC FEET

CU YD CUBIC YARDS

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

E EAST

EA EACH

EJ EXPANSION JOINT

EXC EXCAVATE

EXST EXISTING

FDTN FOUNDATION

FH FIRE HYDRANT

FN FENCE

FT FEET

HMA HOT-MIX ASPHALT

IN INCH

INV INVERT

JT JOINT

LF LINEAL FEET

MH MANHOLE

N NORTH

NTS NOT TO SCALE

PCC PRECAST CONCRETE

PL PROPERTY LINE

PROJ PROJECT

PV PAVED

QTY QUANTITY

R RADIUS

R&R REMOVAL AND REPLACEMENT

RCP REINFORCED CONCRETE PIPE

RJ RESTRAINED JOINT

ROW RIGHT OF WAY

S SOUTH

SB SOIL BORING LOCATION

SPEC SPECIFICATION

STA STATION

STD STANDARD

STM STORM

TEMP TEMPORARY

TOPO TOPOGRAPHY

TYP TYPICAL

UTIL UTILITY

W WEST

W/ WITH

WMQ WATER MAIN QUALITY

ABBREVIATIONS

UTILITY CONTACTS

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G-002

SITE CONTROL POINT DATA

DATUM

U.S. STATE PLANE

CONTROL POINTS

CP 1 CUT "X" N SIDEWALK OF 131ST

STREET AND WEST END LANE

(CP#9036)

ELEV=605.72

CP 2 LID "O" S STM CB OF

FARWAY DRIVE AND WEST END LANE

(CP#9033)

ELEV=613.28

CP 3 CUT "X" SE SIDEWALK OF 132ND

STREET AND CENTRAL AVENUE

(CP#9038)

ELEV=616.73

AutoCAD SHX Text IRON ROD SIGN BUSH DECIDUOUS TREE STORM INLET SANITARY MANHOLE TELEPHONE PEDESTAL UTILITY POLE DOWN GUY FIRE HYDRANT WATER VALVE WATER METER SANITARY SEWER LINE WITH SIZE STORM SEWER LINE WITH SIZE WATER LINE WITH SIZE TELEPHONE LINE OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC EXISTING RIGHT-OF-WAY LINE GROUND CONTOUR W/ ELEVATION EXISTING FENCE WEST SHORE PIPELINE

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AutoCAD SHX Text T

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BENCHMARK

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CONTROL POINT

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IRON PIPE

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RIGHT-OF-WAY MARKER

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BOLLARD

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BORE HOLE

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PK NAIL

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UTILITY POLE DROP

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UTILITY POLE + TRANSFORMER

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COMMUNICATION BOX

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TRAFFIC HANDLE BOX

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ELECTRICAL HANDLE BOX

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ELECTRICAL METER

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LOT LIGHT

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STREET LIGHT

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UNDERGROUND GAS LINE

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GAS METER

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GAS MARKER

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SEWER CLEANOUT

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SANITARY MANHOLE

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CURB INLET

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INLET - GRATE TYPE

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STORM MANHOLE

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INLET - MANHOLE TYPE

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SHUTOFF VALVE

AutoCAD SHX Text | sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-002.dwg | 7/30/2019 4:04 PM |sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-002.dwg | 7/30/2019 4:04 PM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-002.dwg | 7/30/2019 4:04 PM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-002.dwg | 7/30/2019 4:04 PM | | 7/30/2019 4:04 PM |7/30/2019 4:04 PM | |

SHEET C-101

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FAIRWAY DRIVE

W E

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131ST STREET

WEST PLAYFIELD PROJECT LIMIT

SHEET C-106

S H

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SHEET C-102

SHEET C-103

SHEET C-105

S H

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S H

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S H

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S H

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SHEET C-113

SHEET C-111

132ND STREET

LINDER COURT

SHEET C-104

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G-003

SCALE:

AERIAL LOCATION MAP

1" = 80'

BASE BID

SHEET NUMBERS SHEET STATION STREET NAME

C-101 - C-103 STA. 100+00 131ST STREET

C-104 - C-108 STA. 200+00 FAIRWAY DRIVE

NORTH

OPTION 1

SHEET NUMBERS SHEET STATION STREET NAME

C-111 STA. 400+00 132ND STREET

C-112 STA. 500+00 LINDER AVENUE

C-113 STA. 600+00 LINDER COURT

OPTION 2

SHEET NUMBERS SHEET STATION STREET NAME

C-109 - C-110 STA. 300+00 WEST END LANE

| bcasper | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-003.dwg | 7/29/2019 5:27 PM |bcasper | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-003.dwg | 7/29/2019 5:27 PM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-003.dwg | 7/29/2019 5:27 PM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-003.dwg | 7/29/2019 5:27 PM | | 7/29/2019 5:27 PM |7/29/2019 5:27 PM | |

13149 FAIRWAY DR

13132 FAIRWAY DR

13131 FAIRWAY DR

13115 FAIRWAY DR

13157 FAIRWAY DR

5401 FAIRWAY DR

13116 FAIRWAY DR

13150 FAIRWAY DR

13136 FAIRWAY DR

5421 W 131ST ST

13107 FAIRWAY DR

13144 FAIRWAY DR

13111 FAIRWAY DR

13112 FAIRWAY DR

13125 FAIRWAY DR

13126 FAIRWAY DR

5401 W 131ST ST

13143 FAIRWAY DR

13155 FAIRWAY DR

13120 FAIRWAY DR

13119 FAIRWAY DR

13137 FAIRWAY DR

13103 FAIRWAY DR

5431 W 131ST ST

13108 FAIRWAY DR

5416 FAIRWAY DR

5501 W 131ST ST

13101 S CENTRAL AVE

5559 W 131ST ST

5555 W 131ST ST

5539 W 131ST ST

5535 W 131ST ST

5531 W 131ST ST

5527 W 131ST ST

5426 FAIRWAY DR

5436 FAIRWAY DR

5446 FAIRWAY DR

13149 WESTEND LN

13143 WESTEND LN

13137 WESTEND LN

13131 WESTEND LN

13125 WESTEND LN

13119 WESTEND LN

13115 WESTEND LN

13111 WESTEND LN

13107 WESTEND LN

5447 W 131ST ST

5439 W 131ST ST

13104 WESTEND LN

13108 WESTEND LN

13112 WESTEND LN

13116 WESTEND LN

13120 WESTEND LN

13126 WESTEND LN

13132 WESTEND LN

13138 WESTEND END LN

13144 WESTEND LN

13150 WESTEND LN

5504 FAIRWAY DR

5510 FAIRWAY DR

5516 FAIRWAY DR

5522 FAIRWAY DR

5526 FAIRWAY DR

5530 FAIRWAY DR

5534 FAIRWAY DR

5538 FAIRWAY DR

5542 FAIRWAY DR

5546 FAIRWAY DR

5550 FAIRWAY DR

5554 FAIRWAY DR

13201 S CENTRAL AVE

5547 W 132ND ST

5543 W 132ND ST

5539 W 132ND ST

5535 W 132ND ST

5531 W 132ND ST

5527 W 132ND ST

13119 S LINDER AVE

13115 S LINDER AVE

13113 S LINDER AVE

13111 S LINDER AVE

13109 S LINDER AVE

13107 S LINDER AVE

5542 LINDER CT

5546 LINDER CT

5550 LINDER CT

5554 LINDER CT

13106 S LINDER AVE

13110 S LINDER AVE

13114 S LINDER AVE

13118 S LINDER AVE

5545 LINDER CT

5539 LINDER CT

13126 S LINDER AVE

5530 W 132ND ST

13122 S LINDER AVE

5534 W 132ND ST

5538 W 132ND ST

5542 W 132ND ST

13119 S CENTRAL AVE

13117 S CENTRAL AVE

13115 S CENTRAL AVE

13113 S CENTRAL AVE

13109 S CENTRAL AVE

5523 W 131ST ST

FAIRWAY DRIVE

W E

N E

132ND STREET

L I N

N U

CP #9031

CPX

N 1816262.698

E 1141596.628

ELEV = 617.30

CP #9032

CPX

N 1816274.524

E 1142005.283

ELEV = 615.17

CP #9033

CPX

N 1816259.528

E 1142386.083

ELEV = 613.28

CP #9034

CPX

N 1816354.548

E 1142699.581

ELEV = 611.27

CP #9035

CPX

N 1817124.097

E 1142685.945

ELEV = 603.74

CP #9036

CPX

N 1817116.923

E 1142354.484

ELEV = 605.72

CP #9037

CPPK

N 1817092.190

E 1141485.737

ELEV = 612.79

CP #9038

CPX

N 1816507.601

E 1141573.877

ELEV = 616.73

CP #9039

CPX

N 1816568.691

E 1142049.103

ELEV = 614.92

CP #9040

CPX

N 1816784.654

E 1142037.067

ELEV = 612.36

131ST STREET

F A

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LINDER COURT

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SCALE:

DATUM AND CONTROL

1" = 50'

NORTH

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US Army Corps of Engineers

C H

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G-004

| jraya | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-004.dwg | 5/15/2019 10:22 AM |jraya | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-004.dwg | 5/15/2019 10:22 AM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-004.dwg | 5/15/2019 10:22 AM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-004.dwg | 5/15/2019 10:22 AM | | 5/15/2019 10:22 AM |5/15/2019 10:22 AM | |

FAIRWAY DRIVE

S T

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132ND STREET

L I N

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F A

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LINDER COURT

131ST STREET

C E

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SCALE:

REAL ESTATE EXHIBIT

1" = 60'

NORTH

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US Army Corps of Engineers

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G-005

BASE BID (WORK AREA) 4.86 ACRES

OPTION 1 (WORK AREA) 1.62 ACRES

OPTION 2 (WORK AREA) 1.14 ACRES

LEGEND

| bcasper | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-005.dwg | 7/29/2019 5:27 PM |bcasper | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-005.dwg | 7/29/2019 5:27 PM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-005.dwg | 7/29/2019 5:27 PM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\00_General\0181335.00G-005.dwg | 7/29/2019 5:27 PM | | 7/29/2019 5:27 PM |7/29/2019 5:27 PM | |

FAIRWAY DRIVE

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F A

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LINDER COURT

131ST STREET

PROJECT AREA

WORK AND

STORAGE AREA

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US Army Corps of Engineers

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WORK AND

STORAGE

AREA

0.40 ACRES

ACCESS ROAD

.50 ACRES

W E

Y F

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Y F

I E

I V

127TH STREET

131ST STREET

C E

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R A

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N U

SCALE:

PROJECT LIMIT / WORK AND STORAGE AREA

1" = 250'

NORTH

SCALE:

WORK AND STORAGE AREA (AERIAL VIEW)

NOT TO SCALE

Exhibit "A"

8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W

6'' W

131ST STREET

VALVE BOX

TO BE REMOVED

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

C E

N T

R A

V E

N U

100+00 101+00 102+00 103+00

104+00

STA. 100+05

8" GATE VALVE, R.J.

N 1817061.55

E 1141577.40

STA. 101+84

FIRE HYDRANT ASSEMBLY, 6"

N 1817066.44

E 1141756.76

STA. 100+00

BEGIN OF CONSTRUCTION

CAP 8" DIP FOR

FUTURE CONNECTION

N 1817061.42

E 1141572.40

STA. 100+10

8"x6" RJDI TEE

6" RJ GATE VALVE NORTH

N 1817061.69

E 1141582.39

STA. 103+12

11.25° BEND

N 1817069.90

E 1141883.93

STA. 103+22

11.25° BEND

N 1817068.20

E 1141893.91

STA. 100+10, 38 LT

PRESSURE CONNECTION TO

EXISTING 6" WATER MAIN

6"X6" TAPPING SLEEVE AND

6" RJ GATE VALVE

N 1817099.84

E 1141581.31

STA. 103+54

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 103+54

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 101+60

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 102+10

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 103+61

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

CAP EXISTING 6"

WATER MAIN

ABANDON IN-PLACE

TREE PROTECTION

AND ROOT PRUNING

TREE PROTECTION

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

TREE PROTECTION

I N

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V E

Y P

PROPOSED 8" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00

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C-101

SCALE:

WATERMAIN PROFILE (STA 100+00 - STA 104+00)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 100+00 - STA 104+00)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

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US Army Corps of Engineers

C H

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C H

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H E

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 100+05 TO STA 103+22

STA 100+10, 40 LT

STA 103+67 TO STA 103+84

NOTES (APPLICABLE TO ALL PLAN &

PROFILE SHEETS):

1. CONTRACTOR TO PLAN EXCAVATION AROUND EXISTING

UTILITIES.

2. RESTRAINED JOINTS ARE REQUIRED FOR ALL TEES,

FITTINGS AND VALVES. RESTRAINED JOINT TABLE ON SHEET

C-503 FOR REQUIRED LENGTHS.

3. WATER SERVICE RECONNECTIONS ARE SHOWN TO BE

3/4-INCH UNLESS OTHERWISE FOUND DURING

CONSTRUCTION.

4. SIGN POST SHALL BE REMOVED AND REINSTALLED AND

SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE

PROJECT.

5. THE DEPTH OF THE PROPOSED WATER MAIN AS SHOWN ON

PROFILES MAY VARY DUE TO POTENTIAL CONFLICTS WITH

THE SANITARY SEWER LATERALS. IN ALL CASES,

CONTRACTOR SHALL INSTALL WATER MAIN TO ENSURE

ENOUGH COVER IN ACCORDANCE WITH IEPA DEPTH

REQUIREMENTS.

6. ALL EXISTING SURFACES NOT SHOWN IN PLANS TO BE

REMOVED SHALL BE PROTECTED BY CONTRACTOR

(INCIDENTAL).

BASE BID

AutoCAD SHX Text

ST MH 628 RIM=611.43 INV=606.33

AutoCAD SHX Text

ST MH RIM=611.85 INV=608.85

AutoCAD SHX Text

ST MH 629 RIM=612.66 INV=606.76

AutoCAD SHX Text

SA MH 109.104.301 RIM=611.22 CTR INV=601.81

AutoCAD SHX Text

SA MH 109.104.302 RIM=612.01 CTR INV=602.66

AutoCAD SHX Text

5555 W 131ST ST

AutoCAD SHX Text

5539 W 131ST ST

AutoCAD SHX Text

5536 W 131ST ST

AutoCAD SHX Text

5559 W 131ST ST

AutoCAD SHX Text

5535 W 131ST ST

AutoCAD SHX Text

13101 S CENTRAL AVE

AutoCAD SHX Text

EXISTING GRADE

| sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-101.dwg | 7/31/2019 2:35 PM |sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-101.dwg | 7/31/2019 2:35 PM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-101.dwg | 7/31/2019 2:35 PM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-101.dwg | 7/31/2019 2:35 PM | | 7/31/2019 2:35 PM |7/31/2019 2:35 PM | |

I N

C O

V E

Y P

PROPOSED 8" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50

S T

F I R

Y D

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A S

S E

M B

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8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W

SB-1

N 1817126.55

E 1141993.06

131ST STREET

FIRE HYDRANT

AND VALVE BOXES

TO BE REMOVED

W W W W W

TREE REMOVAL

104+00 105+00 106+00

107+00

STA. 104+29

FIRE HYDRANT ASSEMBLY, 6"

N 1817071.12

E 1142000.90

STA. 104+42

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 104+99

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 105+58

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 106+18

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 106+83

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 107+40

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 107+39

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 106+82

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 106+18

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 105+58

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 104+99

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 104+42

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 104+01

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 104+79

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 105+37

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 105+70

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 104+37 TO STA 104+62

STA 105+00 TO STA 105+22

STA 105+45 TO STA 105+52

STA 105+90 TO STA 106+13

STA 106+34 TO STA 106+52

STA 106+94 TO STA 107+01

P T

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C-102

SCALE:

WATERMAIN PROFILE (STA 104+00 - STA 107+50)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 104+00 - STA 107+50)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

S O

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2 3 4 5 6 7 8 9 10

SHEET ID

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R S

US Army Corps of Engineers

C H

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A G

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T R

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C H

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I L L I N

O I S

A N

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BASE BID

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

ST INLET RIM=604.76 INV=601.96

AutoCAD SHX Text

SA MH 109.104 RIM=605.27 CTR INV=597.62

AutoCAD SHX Text

SA MH 109.104.100 RIM=605.99 CTR INV=597.57

AutoCAD SHX Text

SA MH 109.104.300 RIM=607.62 CTR INV=599.07

AutoCAD SHX Text

5532 W 131ST ST

AutoCAD SHX Text

5516 W 131ST ST

AutoCAD SHX Text

5501 W 131ST ST

AutoCAD SHX Text

5526 W 131ST ST

AutoCAD SHX Text

5522 W 131ST ST

AutoCAD SHX Text

5510 W 131ST ST

AutoCAD SHX Text

5535 W 131ST ST

AutoCAD SHX Text

5527 W 131ST ST

AutoCAD SHX Text

5523 W 131ST ST

AutoCAD SHX Text

5531 W 131ST ST

AutoCAD SHX Text

5504 W 131ST ST

8'' W

8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W

8'' W 8'' W 8'' W 8'' W

6'' W

131ST STREET

TREE PROTECTION

AND ROOT PRUNING

W E

N E

F A

I R

W A

R I V

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

W W W

PROPOSED WATER MAIN

TO BE CONSTRUCTED

UNDER A SEPARATE CONTRACT

TREE PROTECTION

AND ROOT PRUNING

W W W

W W

108+00

109+00 110+00

111+00 112+00112+07

8 SF DETECTABLE

WARNING

8 SF DETECTABLE

WARNING

STA. 112+01

8" GATE VALVE, R.J.

N 1817075.46

E 1142767.53

STA. 110+94

FIRE HYDRANT ASSEMBLY, 6"

N 1817072.61

E 1142661.29

STA. 108+04

8"x6" RJDI TEE

6" RJ GATE VALVE SOUTH

N 1817080.57

E 1142375.87

STA. 111+03

8"x6" RJDI TEE

6" RJ GATE VALVE SOUTH

N 1817072.83

E 1142669.70

STA. 112+07

BEGIN OF CONSTRUCTION

NON-PRESSURE CONNECTION

TO EXISTING 8" CAP DIP

N 1817075.64

E 1142774.08

STA. 110+70

45.0° BEND

N 1817088.82

E 1142642.06

STA. 110+93

45.0° BEND

N 1817072.55

E 1142659.22

STA. 107+93

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 108+55

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 109+16

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 109+78

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 110+34

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 110+64

40 LF HDD 3/4" WATER

SERVICE PIPE

STA. 111+61

60 LF HDD 3/4" WATER

SERVICE PIPE

STA. 111+97

60 LF HDD 3/4" WATER

SERVICE PIPE

STA. 111+97

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 111+61

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 110+64

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 110+34

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 109+78

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 109+16

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 108+55

CONNECT TO EXISTING

3/4" WATER SERVICE

STA. 107+93

CONNECT TO EXISTING

3/4" WATER SERVICE

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

STA. 109+95

CONNECT TO EXISTING

3/4" WATER SERVICE

12 LF WATER SERVICE PIPE

STA. 109+35

CONNECT TO EXISTING

3/4" WATER SERVICE

12 LF WATER SERVICE PIPE

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

VALVE BOX

TO BE REMOVED

ONCE NEW MAIN IS

CONNECTED AND TESTED

CLOSE VALVE

21 LF OF 12" WMQ

CASING PIPE

21 LF OF 12" WMQ

CASING PIPE

8" ST. SEWER PIPE

REMOVE & REPLACE

WITH 21 L.F. WMQ PIPE

I N

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PROPOSED 8" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+25

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S T

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C T

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X I S

T I N

18" MIN.

21 LF OF 12" WMQ CASING PIPE

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F I L E

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C-103

SCALE:

WATERMAIN PROFILE (STA 107+50 - STA 112+25)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 107+50 - STA 112+25)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

SEE SHEET

C-108

S O

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SHEET ID

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US Army Corps of Engineers

C H

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T C

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REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 107+59 TO STA 108+11

STA 108+55 TO STA 108+61

STA 108+87 TO STA 109+07

STA 109+49 TO STA 109+69

STA 110+42 TO STA 110+50

STA 111+03 TO STA 111+40

SEE SHEET

C-110

BASE BID

AutoCAD SHX Text

ST INLET 606.100 RIM=603.24 INV=600.79

AutoCAD SHX Text

ST MH 606 RIM=604.07 INV=597.58

AutoCAD SHX Text

ST INLET 606.200 RIM=603.45 INV=600.31

AutoCAD SHX Text

ST INLET RIM=604.76 INV=601.96

AutoCAD SHX Text

ST MH RIM=605.92 INV=600.12

AutoCAD SHX Text

ST INLET RIM=604.98 INV=602.53

AutoCAD SHX Text

SA MH 109.103 RIM=603.35 CTR INV=594.10

AutoCAD SHX Text

SA MH 109.104 RIM=605.27 CTR INV=597.62

AutoCAD SHX Text

SA MH 109.104.200 RIM=603.49 CTR INV=598.52

AutoCAD SHX Text

SA MH 109.104.100 RIM=605.99 CTR INV=597.57

AutoCAD SHX Text

5431 W 131ST ST

AutoCAD SHX Text

5401 W 131ST ST

AutoCAD SHX Text

5421 W 131ST ST

AutoCAD SHX Text

5418 W 131ST ST

AutoCAD SHX Text

5422 W 131ST ST

AutoCAD SHX Text

5430 W 131ST ST

AutoCAD SHX Text

5438 W 131ST ST

AutoCAD SHX Text

5400 W 131ST ST

AutoCAD SHX Text

5447 W 131ST ST

AutoCAD SHX Text

5439 W 131ST ST

AutoCAD SHX Text

5410 W 131ST ST

AutoCAD SHX Text

5500 W 131ST ST

AutoCAD SHX Text

5448 W 131ST ST

AutoCAD SHX Text

EXISTING GRADE

I N

C O

V E

Y P

PROPOSED 6" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50

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6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 200+00 201+00 202+00 203+00 204+00

STA. 200+25

BEGIN OF CONSTRUCTION

CAP 6" DIP FOR

FUTURE CONNECTION

N 1816267.27

E 1141600.26

STA.204+30

FIRE HYDRANT ASSEMBLY, 6"

N 1816278.95

E 1142004.88

STA. 200+50

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 200+85

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 201+20

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 201+44

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 201+74

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 202+01

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 202+31

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 202+53

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 202+86

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 203+11

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 203+43

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 203+66

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 204+00

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 204+18

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

FAIRWAY DRIVE

TREE PROTECTION

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

TREE PROTECTION

AND ROOT PRUNING

C E

N T

R A

V E

N U

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

STA. 200+36, 3 LT

PRESSURE CONNECTION TO

EXISTING 6" WATER MAIN

6"X6" TAPPING SLEEVE AND 6" RJ GATE VALVE

N 1816270.62

E 1141611.14

STA. 200+36

6"x6" RJDI TEE

N 1816267.59

E 1141611.25

STA. 200+31

6" GATE VALVE, R.J.

N 1816267.44

E 1141606.25

CAP EXISTING 6"

WATER MAIN

ABANDON IN-PLACE

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 200+30 TO STA 200+48

STA 200+95 TO STA 200+11

STA 201+55 TO STA 201+69

STA 202+13 TO STA 202+33

STA 202+65 TO STA 202+79

STA 203+25 TO STA 203+39

STA 203+80 TO STA 203+93

STA 204+35 TO STA 204+56

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F A

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W A

R I V

C-104

SCALE:

WATERMAIN PROFILE (STA 200+00 - STA 204+50)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 200+00 - STA 204+50)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

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US Army Corps of Engineers

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BASE BID

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

ST MH 634 RIM=617.30 INV=613.66

AutoCAD SHX Text

ST MH RIM=615.79 INV=614.22

AutoCAD SHX Text

ST MH RIM=615.79 INV=614.22

AutoCAD SHX Text

SA MH 109.103.104 RIM=615.24 CTR INV=610.53

AutoCAD SHX Text

SA MH 109.103.105 RIM=616.72 INV=612.44

AutoCAD SHX Text

5542 FAIRWAY DR

AutoCAD SHX Text

5538 FAIRWAY DR

AutoCAD SHX Text

5534 FAIRWAY DR

AutoCAD SHX Text

5546 FAIRWAY DR

AutoCAD SHX Text

5530 FAIRWAY DR

AutoCAD SHX Text

5535 FAIRWAY DR

AutoCAD SHX Text

5550 FAIRWAY DR

AutoCAD SHX Text

5547 FAIRWAY DR

AutoCAD SHX Text

5554 FAIRWAY DR

AutoCAD SHX Text

5543 FAIRWAY DR

AutoCAD SHX Text

5539 FAIRWAY DR

AutoCAD SHX Text

5531 FAIRWAY DR

AutoCAD SHX Text

5555 FAIRWAY DR

AutoCAD SHX Text

5551 FAIRWAY DR

| sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-104.dwg | 7/30/2019 4:10 PM |sgeevarghese | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-104.dwg | 7/30/2019 4:10 PM | | J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-104.dwg | 7/30/2019 4:10 PM |J:\2018\0181335.00 - West Playfield Water Main Replace ACOE\04_Drawings\DWG\_Sheet\01_Plans\0181335.00C-104.dwg | 7/30/2019 4:10 PM | | 7/30/2019 4:10 PM |7/30/2019 4:10 PM | |

I N

C O

V E

Y P

PROPOSED 6" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50

S T

A x

J D

A T

A L V

O R

T H

6'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

SB-5

N 1816293.14

E 1142033.41

PRIVATE LIGHT POST TO

BE REMOVED AND REINSTALLED

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

205+00 206+00 207+00

208+00

STA. 204+53

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 204+84

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 205+15

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 205+41

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 205+75

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 206+05

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 206+51

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 206+32

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 206+96

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 207+00

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 207+69

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

FAIRWAY DRIVE

VALVE BOX

TO BE REMOVED

W E

N E

STA. 207+77

22.5° BEND

N 1816288.53

E 1142352.36

STA. 207+95

22.5° BEND

N 1816295.37

E 1142368.36

STA. 208+43

22.5° BEND

N 1816296.11

E 1142417.32

TREE PROTECTION

AND ROOT PRUNING

TREE

PROTECTION

AND ROOT

PRUNING

STA. 208+30

6"x6" RJDI TEE WITH

6" RJ GATE VALVE NORTH

N 1816295.79

E 1142403.89

8 SF DETECTABLE

WARNING

8 SF DETECTABLE

WARNING

STA. 208+22

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE

PIPE

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 204+94 TO STA 205+13

STA 205+53 TO STA 205+68

STA 206+14 TO STA 206+29

STA 207+24 TO STA 207+32

STA 207+84 TO STA 208+33

P T

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F A

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W A

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C-105

SCALE:

WATERMAIN PROFILE (STA 204+50 - STA 208+50)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 204+50 - STA 208+50)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

SEE SHEET

C-109

S O

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D E

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D E

S C

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T I O

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2 3 4 5 6 7 8 9 10

SHEET ID

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E E

R S

US Army Corps of Engineers

C H

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A G

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T R

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C H

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A G

I L L I N

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M A

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H L

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BASE BID

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text W.L.

AutoCAD SHX Text

ST INLET 608.102.200 RIM=612.53 INV=610.03

AutoCAD SHX Text

ST INLET 608.102.100 RIM=612.72 INV=610.22

AutoCAD SHX Text

ST INLET 608.102.300 RIM=612.72 INV=610.24

AutoCAD SHX Text

ST MH 608.102 RIM=613.50 INV=609.14

AutoCAD SHX Text

SA MH 109.103.103 RIM=613.76 INV=607.41

AutoCAD SHX Text

5504 FAIRWAY DR

AutoCAD SHX Text

5516 FAIRWAY DR

AutoCAD SHX Text

5526 FAIRWAY DR

AutoCAD SHX Text

5522 FAIRWAY DR

AutoCAD SHX Text

5503 FAIRWAY DR

AutoCAD SHX Text

5511 FAIRWAY DR

AutoCAD SHX Text

5505 FAIRWAY DR

AutoCAD SHX Text

5455 FAIRWAY DR

AutoCAD SHX Text

5517 FAIRWAY DR

AutoCAD SHX Text

5523 FAIRWAY DR

AutoCAD SHX Text

5527 FAIRWAY DR

AutoCAD SHX Text

5510 FAIRWAY DR

I N

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Y P

PROPOSED 6" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

208+50 209+00 209+50 210+00 210+50 211+00 211+50

S T

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A L V

S T

F I R

Y D

R A

N T

A S

S E

M B

L Y

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

LANDSCAPE

AND TREE

PROTECTION

209+00 210+00

STA.211+32

FIRE HYDRANT ASSEMBLY, 6"

N 1816334.84

E 1142690.38

STA. 211+27

6" GATE VALVE, R.J.

N 1816331.92

E 1142687.32

STA. 208+63

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 208+86

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 209+35

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 209+37

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 209+97

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 209+98

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 210+62

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 210+70

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 211+23

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 208+55

22.5° BEND

N 1816291.87

E 1142428.30

STA. 210+78

45.0° BEND

N 1816297.69

E 1142651.42

STA. 211+38

45.0° BEND

N 1816339.21

E 1142694.96

FAIRWAY DRIVE

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

STA. 210+95

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 208+80 TO STA 208+87

STA 209+16 TO STA 209+35

STA 209+75 TO STA 209+91

STA 210+55 TO STA 210+92

STA 211+17 TO STA 211+57

P T

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K E

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F I L E

F A

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W A

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C-106

SCALE:

WATERMAIN PROFILE (STA 208+50 - STA 211+50)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 208+50 - STA 211+50)

1"=20'

NORTH

U.S. SURVEY FEET

10 20 40

S O

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D E

S I G

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D E

S C

R I P

T I O

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S I Z

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D A

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C O

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E C

K E

D R

A W

I S

S U

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2 3 4 5 6 7 8 9 10

SHEET ID

U S

R M

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N G

I N

E E

R S

US Army Corps of Engineers

C H

I C

A G

I S

T R

I C

C H

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I L L I N

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MATCHLINE STA. 211+50 (SEE SHEET C-107)

M A

T C

H L

I N

T A

BASE BID

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

ST INLET 608.102.300 RIM=612.72 INV=610.24

AutoCAD SHX Text

ST MH 608.102 RIM=613.50 INV=609.14

AutoCAD SHX Text

ST MH 608.101 RIM=612.39 INV=607.83

AutoCAD SHX Text

ST INLET 608.101.100 RIM=611.68 INV=609.08

AutoCAD SHX Text

ST INLET 608.101.100 RIM=611.48 INV=608.60

AutoCAD SHX Text

ST MH 608 RIM=611.79 INV=605.07

AutoCAD SHX Text

SA MH 109.103.101 RIM=611.56 CTR INV=603.29

AutoCAD SHX Text

SA MH 109.103.102 RIM=612.52 109.103.102 CTR INV=604.19

AutoCAD SHX Text

5416 FAIRWAY DR

AutoCAD SHX Text

5421 FAIRWAY DR

AutoCAD SHX Text

5411 FAIRWAY DR

AutoCAD SHX Text

5401 FAIRWAY DR

AutoCAD SHX Text

13157 FAIRWAY DR

AutoCAD SHX Text

5439 FAIRWAY DR

AutoCAD SHX Text

5447 FAIRWAY DR

AutoCAD SHX Text

5431 FAIRWAY DR

AutoCAD SHX Text

5446 FAIRWAY DR

AutoCAD SHX Text

5436 FAIRWAY DR

AutoCAD SHX Text

5426 FAIRWAY DR

I N

C O

V E

Y P

PROPOSED 6" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 215+50

S T

F I R

Y D

R A

N T

A S

S E

M B

L Y

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

SB-4

N 1816689.61

E 1142723.08

212+00 213+00 214+00 215+00

STA.215+14

FIRE HYDRANT

ASSEMBLY, 6"

N 1816715.33

E 1142682.35

STA. 211+51

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 211+94

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 212+62

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 212+65

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 213+11

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 213+23

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 213+83

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 213+81

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 214+38

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 214+41

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 215+00

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 214+91

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

TREE

PROTECTION

TREE PROTECTION

AND ROOT PRUNING

FAIRWAY DRIVE

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

FIRE HYDRANT

AND VALVE BOX

TO BE REMOVED

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TRENCH BACKFILL

STA 211+81 TO STA 212+05

STA 212+21 TO STA 212+42

STA 212+83 TO STA 213+03

STA 213+42 TO STA 213+62

STA 214+01 TO STA 214+20

STA 214+63 TO STA 214+81

STA 215+18 TO STA 215+37

P T

I O

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P T

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A N

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A Y

K E

T I A

S T

T A

W A

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F I L E

F A

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W A

R I V

C-107

SCALE:

WATERMAIN PROFILE (STA 211+50 - STA 215+50)

H: 1"=20' V: 1"=5'

SCALE:

WATERMAIN PLAN (STA 211+50 - STA 215+50)

1"=20'

N O

R T

U.S. SURVEY FEET

10 20 40

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2 3 4 5 6 7 8 9 10

SHEET ID

U S

R M

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N G

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R S

US Army Corps of Engineers

C H

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A G

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T R

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C H

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I L L I N

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V I L

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BASE BID

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

ST MH 607 RIM=606.93 INV=601.40

AutoCAD SHX Text

ST MH 607.100 RIM=605.97 INV=603.65

AutoCAD SHX Text

ST MH 607.200 RIM=606.30 INV=603.90

AutoCAD SHX Text

SA MH 109.103.100 RIM=606.93 CTR INV=598.66

AutoCAD SHX Text

13137 FAIRWAY DR

AutoCAD SHX Text

13119 FAIRWAY DR

AutoCAD SHX Text

13120 FAIRWAY DR

AutoCAD SHX Text

13155 FAIRWAY DR

AutoCAD SHX Text

13143 FAIRWAY DR

AutoCAD SHX Text

13125 FAIRWAY DR

AutoCAD SHX Text

13144 FAIRWAY DR

AutoCAD SHX Text

13150 FAIRWAY DR

AutoCAD SHX Text

13131 FAIRWAY DR

AutoCAD SHX Text

13149 FAIRWAY DR

AutoCAD SHX Text

13126 FAIRWAY DR

AutoCAD SHX Text

13136 FAIRWAY DR

AutoCAD SHX Text

13132 FAIRWAY DR

I N

C O

V E

Y P

PROPOSED 6" D.I. WATER MAIN

(POLY WRAPPED W/TRACER WIRE)

215+50 216+00 216+50 217+00 217+50 218+00 218+50 219+00

S T

A x

J D

A T

A L

T H

8'' W 8'' W

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

COMED LIGHT POLE TO BE

PROTECTED. CONTRACTOR

SHALL COORDINATE WITH COMED

216+00 217+00

218+00 218+72

STA. 215+58

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 215+60

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 216+17

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 216+19

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 216+78

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 216+78

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 217+25

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 217+37

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 217+79

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 218+43

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 218+46

CONNECT TO EXISTING

3/4" WATER SERVICE

5 LF WATER SERVICE PIPE

STA. 218+72

8"x6" RJDI TEE WITH

6" RJ GATE VALVE SOUTH

N 1817072.78

E 1142669.70

TREE PROTECTION

AND ROOT PRUNING

FAIRWAY DRIVE

E E

VALVE BOX TO

BE REMOVED

CAP EXISTING 6"

WATER MAIN

ABANDON IN-PLACE

SIGN POST TO

BE REMOVED

AND REINSTALLED

(INCIDENTAL)

PRIVATE LIGHT POST

TO BE REMOVED

AND REINSTALLED

REMOVAL LEGEND

HMA PAVEMENT

HMA DRIVEWAY

CONCRETE DRIVEWAY

CONCRETE SIDEWALK

COMB. CURB & GUTTER

TREN…

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