Irrigation_Plan_Set_2.pdf

C0.0 N:\2020\20096\20096.PH2\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht 20096.PH2.dwg

TITLE SHEET

BENCHMARKS

Date Issued

Sheet Title:

Drawing Number:

Progress Parkway, Schaumburg, IL 60173

Schaumburg 90 NDW Urban Park

Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605

p. 312.427.7240 w. www.site-design.com

V3 Companies Engineer 7325 Janes Avenue, Woodridge, IL 60517

p. 630.724.9200 w. www.v3co.com

Rev. #

File :

20096.PH2

Approved :

Drawn :

Project No :

Scale : AS NOTEDChecked :

C0.0 Tsht 20096.PH2.dwg

08/09/202301 ISSUED FOR REVIEW

NRS

LAC

Description

ILLINOIS LICENSED DESIGN FIRM NO. 184-000902

Joint

Utility

Locating

Information for

Excavators

Call

48 hours before you dig

PROFESSIONAL ENGINEER'S CERTIFICATION

SOURCE:

BENCHMARK ESTABLISHED VIA TRIMBLE'S VRS NETWORK.

DATUM IS NAVD88

LATITUDE: 42°03'55.92860 N

LONGITUDE: 88°03'07.23065 W

ELLIPSOIDAL HEIGHT: 611.508 SFT

GROUND SCALE FACTOR: 1.0000475119 GEOID 12A U.S.

SITE:

STATION DESIGNATION: SBM#1

ESTABLISHED BY: V3 COMPANIES

DATE: 04-02-20

ELEVATION: 735.31 (MEASURED)

DATUM: NAVD88

DESCRIPTION: NORTHWEST ARROW BOLT ON FIRE

HYDRANT LOCATED ALONG THE NORTH SIDE OF

PROGRESS PARKWAY.

STATION DESIGNATION: SBM#2

ESTABLISHED BY: V3 COMPANIES

DATE: 04-02-20

ELEVATION: 735.31 (MEASURED)

DATUM: NAVD88

DESCRIPTION: NORTHEAST ARROW BOLT ON FIRE

HYDRANT LOCATED ALONG THE NORTH SIDE OF

PROGRESS PARKWAY.

THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE

AT THE TIME THEY WERE ESTABLISHED. V3 DOES NOT

CERTIFY TO THE ACCURACY THEREAFTER, NOR ASSUMES

RESPONSIBILITY FOR THE MIS-USE OR

MIS-INTERPRETATION OF THE INFORMATION SHOWN

HEREON.

IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE

CHECKED BETWEEN EACH OTHER AND VERIFY A MINIMUM

OF 3 SURROUNDING UTILITY RIM ELEVATIONS AND ANY

ADJACENT BUILDING FINISHED FLOOR OR TOP OF

FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE

OR COMMENCEMENT OF ANY CONSTRUCTION OR OTHER

WORK.

PERSONS USING THIS INFORMATION ARE TO CONTACT V3

IMMEDIATELY WITH ANY DISCREPANCIES FOUND PRIOR TO

THE START OF ANY WORK.

DRAINAGE CERTIFICATE:

TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DRAINAGE OF SURFACE WATERS WILL

NOT BE CHANGED BY THE PROPOSED DEVELOPMENT. IF ANY DRAINAGE PATTERNS WILL

BE CHANGED, REASONABLE PROVISIONS HAVE BEEN MADE FOR THE COLLECTION AND

DIVERSION OF SUCH WATERS INTO THE PUBLIC AREA, OR DRAINS APPROVED FOR THE

USE BY THE MUNICIPAL ENGINEER, AND THAT SUCH SURFACE WATERS ARE PLANNED

FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO

REDUCE THE LIKELIHOOD OF DAMAGES TO ADJOINING PROPERTIES.

DESIGN ENGINEER DATE

FOR

SCHAUMBURG, ILLINOIS

FINAL ENGINEERING PLANS

SCHAUMBURG 90ND PARK IRRIGATION

NO SCALE

PROJECT TEAM

ENGINEER

OWNER/DEVELOPER

TITLE SHEET

GENERAL NOTES , SPECIFICATIONS, LEGEND,

AND ABBREVIATIONS

UTILITY PLAN

C0.0

C1.0

C2.0

Site Design Group, Ltd.

888 South Michigan Avenue

Suite 1000

Chicago, Illinois 60605

312 427 7240

Contact: Bradely McCauley

CIVIL ENGINEERING PLANS

NO SCALE

INDEX

LOCATION MAP

VICINITY MAP

V3 Companies, Ltd.

7325 Janes Avenue

Woodridge, Illinois 60517

630 724 9200

Project Manager: Daniel E. Free, P.E.

dfree@v3co.com

Project Engineer: Lisa Cassaidy, P.E.

lcassaidy@v3co.com

I, LISA A. CASSAIDY, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFY THAT

THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF SITE DESIGN GROUP, LTD.

BY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION IS

INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECT

SPECIFICATIONS AND CONTRACT DOCUMENTS.

DATED THIS DAY OF , A.D., 2023.

ILLINOIS LICENSED PROFESSIONAL ENGINEER 062-054453

MY LICENSE EXPIRES ON NOVEMBER 30, 2023

PROJECT

LOCATION

PROJECT

LOCATION

AutoCAD SHX Text N

AutoCAD SHX Text N

C1.0 N:\2020\20096\20096.PH2\Drawings\ACAD\LD\S04\Sheet Drawings\C1.0 Gal 20096.PH2.dwg

GENERAL NOTES, SPECIFICATIONS,

LEGEND AND ABBREVIATIONS

Date Issued

Sheet Title:

Drawing Number:

Progress Parkway, Schaumburg, IL 60173

Schaumburg 90 NDW Urban Park

Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605

p. 312.427.7240 w. www.site-design.com

V3 Companies Engineer 7325 Janes Avenue, Woodridge, IL 60517

p. 630.724.9200 w. www.v3co.com

Rev. #

File :

20096.PH2

Approved :

Drawn :

Project No :

Scale : AS NOTEDChecked :

C1.0 Gal 20096.PH2.dwg

08/09/202301 ISSUED FOR REVIEW

NRS

LAC

Description

X X

W

G

T/E

E

T

BENCHMARK

EASEMENT LINE

FENCE LINE

CENTERLINE

PROPERTY CORNER

UNDERGROUND TELEPHONE

& ELECTRIC DUCT BANK

BURIED CABLE-TELEPHONE

SOIL BORING

TELEPHONE MANHOLE

CONTOUR

SPOT ELEVATION

WATER MAIN

GAS MAIN

CURB INLET

UTILITY STUB

POST INDICATOR VALVE

THRUST BLOCK

CONCRETE HEADWALL

FLARED END SECTION (F.E.S.)

SUBMERGED HEADWALL

GUY WIRES

FLOOD LIGHT

FIRE HYDRANT

LIGHT STANDARD

IRRIGATION HEADS

SIGN

UTILITY POLE

UTILITY TO BE ABANDONED

FEATURE TO BE REMOVED

DESCRIPTION

STORMWATER FLOW DIRECTION

SANITARY SEWER

STORM SEWER

SILT FENCE

WATER MAIN PROTECTION

RAILROAD TRACKS

GUARDRAIL

HAND HOLE

GATE VALVE IN VALVE VAULT

REVISION DELINEATION

STORMWATER OVERFLOW ROUTE

VALVE IN VALVE BOX

DRAINAGE STRUCTURE WITH OPEN LID

SANITARY FORCE MAIN

PROPERTY LINE (EXTERIOR)

LOT LINE (INTERIOR)

TREE

TREE LINE

TRAFFIC SIGNAL POLE

TELEPHONE PEDESTAL

TRANSFORMER PAD

UTILITY STRUCTURE WITH CLOSED LID

RIGHT-OF-WAY LINE

MONITORING WELL

CONSTRUCTION LIMIT LINE

REVERSE PITCHED CURB

RETAINING WALL

TREE PROTECTION FENCE

CURB & GUTTER

DEPRESSED CURB & GUTTER

DITCH CHECK

BURIED CABLE-ELECTRIC

TOP OF CURB ELEVATION

EDGE OF PAVEMENT ELEVATION

UTILITY CROSSING LABEL

INLET FILTER BASKET

RIP RAP

BOLLARD

BACK OF CURB

CATCH BASIN

FIRE HYDRANT

BACK TO BACK OF CURB

B/C

B-B

BM

CURB AND GUTTERC & G

CB

DRAWING

DIWM DUCTILE IRON WATER MAIN

DIAMETER

F/G FINISHED GRADE

F-F FACE TO FACE OF CURB

F/L

FH

FES

FLOW LINE

FLARED END SECTION

G

GV/VB

GV/VV

HDPE

HORIZONTAL

HP

HWL

IE

HIGH POINT

HIGH WATER LEVEL

INVERT ELEVATION

INLET

LP

L LEFT

MH MANHOLE

NWL NORMAL WATER LEVEL

PCC

PI

PRC

POINT OF INTERSECTION

POINT OF REVERSE CURVATURE

POINT OF TANGENCY

PROPERTY LINE

POINT OF CURVATURE

POINT OF VERTICAL INTERSECTION

PVC

PT

PL

PC

PVI

R

RIGHT OF WAY

SFM

SHT

SANITARY FORCE MAIN

SHEET

STATION

STORM MANHOLE

SUBMERGED HEADWALLSHW

STMH

S

SAN

SMH

SANITARY

SANITARY MANHOLE

T

T/C

T/P TOP OF PIPE

TYP TYPICAL

VERTICAL

WATER MAINWM

ELEVATION

EJ EXPANSION JOINT

PP POWER POLE

PORTLAND CEMENT CONCRETE

VC VERTICAL CURVE

E

N NORTH

POINT OF VERTICAL CURVATURE

OR POLYVINYL CHLORIDE PIPE

SLOPE OR SOUTH

W WEST

OL OPEN LID

F & G FRAME & GRATE

TY TYPE

CL CLOSED LID

PUBLIC UTILITY EASEMENT

EAST OR ELECTRIC OR EDGE

E/P EDGE OF PAVEMENT

EXISTING

FINISHED FLOOR

GAS LINE

HDW HEADWALL

GATE VALVE IN VALVE BOX

GATE VALVE IN VALVE VAULT

HIGH DENSITY POLYETHYLENE PIPE

RCP REINFORCED CONCRETE PIPE

ST

TANGENT LENGTH OR TELEPHONE

LF LINEAL FEET

SF SILTATION FENCE

LOW POINT OR LIGHT POLE

BV/VV BUTTERFLY VALVE IN VALVE VAULT

BLDG BUILDING

IN

C

L

DIP DUCTILE IRON PIPE

EX.

PGL PROFILE GRADE LINE

PVT POINT OF VERTICAL TANGENCY

RADIUS OR RIGHT

CENTERLINE

NOT IN CONTRACT / NOT INCLUDED

TOP OF CURB

STORM STRUCTURE OR STORM SEWER

HDCP HANDICAP

ON CENTER

UP UTILITY POLE

MW MONITORING WELL

T/W TOP OF WALL

MATCH EXISTING

F & OL

F & CL FRAME & CLOSED LID

FRAME & OPEN LID

CO CLEAN OUT

B/P BOTTOM OF PIPE

A ARC LENGTH

OR POINT OF COMPOUND CURVE

VERT

STA

DIA

DWG

ELEV

FF

HOR

ME

NIC

OC

PUE

ROW

706.0

782.62

782.12

SF

CLL

VCP VITRIFIED CLAY PIPE

C01

PROPOSEDEXISTING

ATLAS LOCATED UTILITY

LEGEND ABBREVIATIONS

TRENCH BACKFILL

GENERAL NOTES

1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND

HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE

OBTAINED FROM A SURVEY PREPARED BY:

V3 COMPANIES, LTD.

7325 JANES AVENUE

WOODRIDGE, IL 60517

COPIES OF THE SURVEY ARE AVAILABLE FROM THE

SURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THE

SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO

FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.

2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,

STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE

DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS

AND RECORDS. THEREFORE, THEIR LOCATIONS AND

ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.

THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH

ARE NOT PRESENTLY KNOWN.

3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND

FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES

PRIOR TO ORDERING MATERIAL AND STARTING WORK.

4. ALL APPLICABLE PROVISIONS OF THE CURRENT

OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN

INCORPORATED BY REFERENCE.

5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING

REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC

AGENCY PERMITS PRIOR TO STARTING WORK. THE

CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,

AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THE

MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE

OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES

FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,

DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF

CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED

HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE

OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND

AGENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR

ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR

SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,

SHORING AND OTHER REQUIRED PROTECTION OF ALL

ROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS

OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL

MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE

OWNER OF THE ROADWAY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,

TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO

INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF

CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE

PROVIDED IN ACCORDANCE WITH THE IDOT STANDARD

SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE

DONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES."

8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,

ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE

WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY

MADE A PART HEREOF:

a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.

b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN

CONSTRUCTION IN ILLINOIS," LATEST EDITION.

c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE

WORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.

d. THE LATEST EDITIONS OF THE MUNICIPAL CODE AND

STANDARDS OF THE VILLAGE OF SCHAUMBURG.

e. THE NATIONAL ELECTRIC CODE.

f. THE ILLINOIS ACCESSIBILITY CODE.

g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)

REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OF

SOILS BEING EXPORTED FROM THE SITE AND APPROPRIATE

DISPOSAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD

TO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THE

MORE STRINGENT REQUIREMENT SHALL GOVERN.

9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING

JURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCING

ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING

INSPECTION.

10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO

CONSTRUCTION AND SHALL BE PROTECTED PER IDOT

STANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THE

CONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINED

THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES

IDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGE

INCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,

FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF

TREES UNLESS OTHERWISE INDICATED.

11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE

PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION

OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF

EACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THE

CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS

BEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THE

AUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THE

STORM WATER POLLUTION PREVENTION PLAN.

12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND

ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE

HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND

ADJACENT PROPERTY IN ACCORDANCE WITH THE VILLAGE OF

SCHAUMBURG MUNICIPAL CODE AND IDOT REQUIREMENTS.

13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR

PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON

THE DAY PRECEDING A HOLIDAY OR A WEEKEND.

14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED

SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL

BEFORE COMMENCEMENT OF PAVEMENT REMOVAL.

15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.

SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AS

PART OF THE BASE CONTRACT.

16. NO BURNING OR INCINERATION OF RUBBISH WILL BE

PERMITTED ON SITE.

17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR

SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION

FOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCAL

GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE

CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY

LOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS IN

ADVANCE OF CONSTRUCTION.

18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING

UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH

UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE

COORDINATED AND PERFORMED BY THE CONTRACTOR IN

ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF

THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,

UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN

SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS

OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED

FROM DAMAGE AND SUPPORTED IF NECESSARY.

19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF

"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISION

DATE ON THE JOB SITE PRIOR TO THE START OF

CONSTRUCTION.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND

SEDIMENTATION CONTROL AS DETAILED IN THE STORM WATER

POLLUTION PREVENTION PLAN.

21. ALL CURB RADII REFER TO BACK OF CURB.

22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTION

SHALL BE RESTORED IN CONFORMANCE WITH THE

REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION

AND SHALL BE INCIDENTAL TO THE CONTRACT.

23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED

FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED

PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR

IDOT STANDARD SPECIFICATIONS IN MATERIALS AND

WORKMANSHIP.

24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR

ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF

PROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) OR

TOPSOIL AS INDICATED ON DRAWINGS.

25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPON

REQUEST.

26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS

PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING

AND UNDERCUTTING BY STORM WATER RUNOFF.

27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENT

ABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BE

CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED

INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE

COURSE.

28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM

SEWER OR WATERWAY, IS INTERRUPTED DUE TO

CONSTRUCTION, THE DRAINAGE ROUTE SHALL BE

REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF

THE SAME WORK DAY. POSITIVE DRAINAGE MUST BE

MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND

LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE

UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.

AVOID RIDGES AND DEPRESSIONS.

30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND

MANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIR

COST.

31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENT

ARE TO BE ADJUSTED OR RECONSTRUCTED BY THE

CONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.

ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ON

THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE

CONTRACT.

32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND

TO THE SATISFACTION OF THE UTILITY OWNER.

33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE

DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS

OTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACED

AND COMPACTED PER THE SCHAUMBURG MUNICIPALITY AND

IDOT SPECIFICATIONS. COST OF BACKFILL IS TO BE

CONSIDERED INCIDENTAL TO THE UTILITY WORK.

34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE.

35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANED

AND INSPECTED TO THE SATISFACTION OF THE AUTHORITY

HAVING JURISDICTION. THE COST OF THIS WORK SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

36. THE GENERAL CONTRACTOR SHALL COORDINATE WITH

UTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,

GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR

THESE UTILITIES AND SHALL COORDINATE AND PROVIDE

CONDUIT CROSSINGS AS REQUIRED. THIS COORDINATION

SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANY

CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE

GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO

JOIN PIPES OF DISSIMILAR MATERIAL.

38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL

CONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL AND

CLIENT REQUIREMENTS FOR USE IN PREPARING RECORD

DRAWINGS.

39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POST

ADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICE

LINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THE

VILLAGE STANDARDS.

40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING

ANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BE

INCIDENTAL TO THE CONTRACT.

41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED

FROM THE OWNER. ANY BRACING, SHEETING OR SPECIAL

CONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALL

THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED

INCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONAL

SOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'S

OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT

THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL

OBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESS

THE SITE TO CONDUCT A SUPPLEMENTAL SOILS

INVESTIGATION.

42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION

OPERATIONS SHALL BE CONNECTED TO THE PROPOSED

STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED

DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS

CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED

WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE

ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL

CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE

FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY

THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER

UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS

SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT

AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.

43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES

OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR

FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION

OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS AND SPECIFICATIONS.

SPECIFICATIONS

WATERMAIN DISTRIBUTION SYSTEM

1. WATER MAIN SHALL BE CONSTRUCTED OF THE

FOLLOWING MATERIAL AS SPECIFIED ON THE PLANS:

A. DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSI

A21.51, AWWA C-151 WITH CEMENT LINING

CONFORMING TO ANSI A21.4, AWWA C-104 AND

PUSH-ON JOINTS CONFORMING TO ANSI A21.11,

AWWA C-111. FITTINGS SHALL COMPLY WITH ANSI

A21.10, AWWA C110. ALL DUCTILE IRON PIPE SHALL

BE WRAPPED IN POLYETHYLENE IN ACCORDANCE

WITH AWWA C105.

B. WATER SERVICE LINES SHALL BE CONSTRUCTED OF

CLASS K COPPER.

2. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”

FROM FINISHED GRADE TO TOP OF PIPE.

3. VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONS

WHERE WATER MAIN IS 8” DIAMETER OR LARGER.

VAULTS SHALL BE PRECAST CONCRETE STRUCTURES,

WITH APPROPRIATE FRAME AND LIDS (SEE

CONSTRUCTION DETAIL SHEETS). LIDS SHALL BE

IMPRINTED “WATER”.

4. THRUST BLOCKING OR RESTRAINED JOINTS SHALL BE

INSTALLED ON WATER MAINS AT ALL BENDS, TEES,

ELBOWS, ETC. AS REQUIRED BY THE AUTHORITY HAVING

JURISDICTION. COST OF SAME SHALL BE INCIDENTAL TO

THE UNIT PRICE FOR PIPE INSTALLED.

5. WATER MAIN FITTINGS (BENDS, ELBOWS, TEES,

INCREASES, REDUCERS, ETC.) MAY OR MAY NOT BE

SPECIFICALLY REFERENCED ON THE CONSTRUCTION

PLANS. THEY ARE TO BE CONSIDERED AS INCIDENTAL

AND INCLUDED IN THE LINEAL FOOTAGE COST OF THE

WATER MAIN.

6. ALL WATER LINES ARE TO BE PRESSURE TESTED AND

CHLORINATED PER THE REQUIREMENTS OF THE

MUNICIPALITY AND THE ILLINOIS ENVIRONMENTAL

PROTECTION AGENCY.

IEPA CROSSING REQUIREMENTS

1. HORIZONTAL SEPARATION:

A. WATERMAINS SHALL BE LAID AT LEAST TEN FEET

HORIZONTALLY FROM ANY EXISTING OR PROPOSED

DRAIN, STORM SEWER, SANITARY SEWER OR SEWER

SERVICE CONNECTION.

B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET

TO A SEWER LINE WHEN:

I. LOCAL CONDITIONS PREVENT A LATERAL

SEPARATION OF TEN FEET;

II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE

THE CROWN OF THE SEWER; AND

III. THE WATERMAIN IS EITHER IN A SEPARATE

TRENCH OR IN THE SAME TRENCH ON AN

UNDISTURBED EARTH SHELF LOCATED TO ONE

SIDE OF THE SEWER.

C. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL

BE CONSTRUCTED OF SLIP-ON OR MECHANICAL

JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED

CONCRETE PIPE, OR PVC PIPE MEETING THE

REQUIREMENTS OF SECTION 653.111 WHEN IT IS

IMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAIN

OR SEWER SHALL BE PRESSURE TESTED TO THE

MAXIMUM EXPECTED SURCHARGE HEAD BEFORE

BACKFILLING.

2. VERTICAL SEPARATION:

A. WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18

INCHES ABOVE THE CROWN OF THE DRAIN OR

SEWER WHENEVER WATERMAINS CROSS STORM

SEWERS, SANITARY SEWERS OR SEWER SERVICE

CONNECTIONS. THE VERTICAL SEPARATION SHALL

BE MAINTAINED FOR THAT PORTION OF THE

WATERMAIN LOCATED WITHIN TEN FEET

HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.

A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED

OVER THE SEWER TO BE CROSSED WITH JOINTS

EQUIDISTANT FROM THE SEWER OR DRAIN.

B. BOTH THE WATERMAIN AND SEWER SHALL BE

CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT

CAST OR DUCTILE IRON PIPE, PRESTRESSED

CONCRETE PIPE, OR PVC PIPE MEETING

REQUIREMENTS OF SECTION 653.111 WHEN:

I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER

VERTICAL SEPARATION AS DESCRIBED IN (A)

ABOVE; OR

II. THE WATERMAIN PASSES UNDER A SEWER

DRAIN.

C. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE

INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE

WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN

CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN

LINES TO PREVENT SETTLING AND BREAKING THE

WATERMAIN.

D. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE

CROSSING UNTIL THE NORMAL DISTANCE FROM THE

WATERMAIN TO THE SEWER OR DRAIN LINE IS AT

LEAST TEN FEET.

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PROPOSED 3" WATER SERVICE

SEE IRRIGATION PLANS

FOR CONTINUATION

PROPOSED 2" WATER SERVICE

SEE IRRIGATION PLANS

FOR CONTINUATION

LOCATION OF BOOSTER PUMP

SEE IRRIGATION PLANS

FOR DETAILS

LOCATION OF BOOSTER PUMP

SEE IRRIGATION PLANS

FOR DETAILS

PROPOSED 12" WATER STUB

FOR FUTURE CONNECTION

CONNECT TO EXISTING

12" WATER STUB

CONNECT TO EXISTING

8" WATER STUB

INSTALL 8"X3" REDUCER

**CAUTION:

PROPOSED WATERMAIN

TO CROSS EXISTING

STORM SEWER

B/P STM = 725.50

T/P WAT = 724.00

2' VALVE IN B-BOX

2" BLOW OFF WITH

THREADED PLUG ON

EXTENSION IN B-BOX

2' VALVE IN B-BOX

2" BLOW OFF WITH

THREADED PLUG ON

EXTENSION IN B-BOX

DIRECTIONAL BORE UNDER

EXISTING SIDEWALK

DIRECTIONAL BORE UNDER

EXISTING SIDEWALK

C2.0 N:\2020\20096\20096.PH2\Drawings\ACAD\LD\S04\Sheet Drawings\C2..0 Util20096.PH2.dwg

OVERALL UTILITY SHEET

Date Issued

Sheet Title:

Drawing Number:

Progress Parkway, Schaumburg, IL 60173

Schaumburg 90 NDW Urban Park site design group, ltd. Landscape Architect 888 South Michigan Avenue #1000, Chicago, IL 60605

p. 312.427.7240 w. www.site-design.com

V3 Companies Engineer 7325 Janes Avenue, Woodridge, IL 60517

p. 630.724.9200 w. www.v3co.com

ISSUANCES

Rev. #

File :

20096.PH2

Approved :

Drawn :

Project No :

Scale : AS NOTEDChecked :

C2..0 Util20096.PH2.dwg

08/09/202301 ISSUED FOR REVIEW

NRS

LAC

Description

GRAPHIC SCALE

METER BOX BY

IRRIGATION

CONTRACTOR

BOOSTER PUMP BY

IRRIGATION

CONTRACTOR

CONTINUED BY IRRIGATION

CONTRACTOR-SEE PLANS BY OTHERS

VALVE BOX

CONCRETE BLOCK

WATER MAIN

SCREW TYPE ADJUSTMENTS

FOR DEPTH. IN PAVEMENT

USE SLIDE TYPE ADJUSTMENTS

C.I. VALVE BOX

"WATER" ON LID

M I N

I M

U M

D

E P

T H

M

I N

C

O V

E R

2' VALVE IN B-BOX

SEE DETAIL THIS SHEET.

2" BLOW OFF WITH THREADED

PLUG ON AN EXTENSION TO SURFACE,

IN 12"X18" IRRIGATION VALVE BOX.

SEE PLANS ABOVE FOR

CONNECTION

NOTES:

1. CONNECTION TO MAIN, 2' VALVE BOX

AND 2" BLOW OFF BY SITE UTILITY

CONTRACTOR.

2. ABOVE GROUND WORK, INCLUDING

METER BOX AND BOOSTER PUMP BY

IRRIGATION CONTRACTOR. SEE

IRRIGATION PLANS BY OTHERS.

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50'