Engineering_Plans_Shared_Street.pdf

50'

50'

10' 20' 30'

100'

100' 200' 300'

1''= 50'

1''= 10'

1''= 100'

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS

1''= 20'

J.U.L.I.E.

JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION

1-800-892-0123 OR 811

VILLAGE OF SCHAUMBURG

c b m s c iv il t e c h p w d a v id .k r e e g e r d m s

C o v e r .d g n

:5

:4

A M d j k

PLANS PREPARED BY:

SIONIL

LI

OF

ENGINEER

PROFESSIONAL

LICENSED

062-051308

LL

AM .N KER

E D

CORPORATION

LS/PE/SE

184-000826

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NI

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SHEET NO. DESCRIPTION

INDEX OF SHEETS

GENERAL NOTES

COVER SHEET & INDEX

TYPICAL SECTIONS

ALIGNMENT, TIES AND BENCHMARKS

PROPOSED ROADWAY REMOVAL PLAN

PROPOSED ROADWAY PLAN AND PROFILE

SIGNING & STRIPING PLAN

CROSS SECTIONS

www.civiltechinc.com

Tel: 630.773.3900 - Fax: 630.773.3975

Two Pierce Place Suite 1400 - Itasca, Illinois 60143

37 42

-75 86 LIGHTING PLAN

(NOT TO SCALE)

STA. 110+60.00

LANDMARK DRIVE

IMPROVEMENTS

END ROADWAY

DETAILED LOCATION MAP

LOCATION MAP

DESIGN AND POSTED SPEED:

LANDMARK DRIVE - 25 MPH DESIGN; 25 MPH POSTED

TOM DAILLY

VILLAGE PRESIDENT

BOARD OF TRUSTEES

MARILYN KARR

VILLAGE CLERK

BRIAN TOWNSEND

VILLAGE MANAGER

PROJECT LENGTH:

- 74

PROPOSED DRAINAGE AND UTILITY PLAN

-43 52

CONSTRUCTION DETAILS-88

FOR SHEETS - 86

COUNTY

TOTAL

SHEETS

SHEET

NO.

COVER SHEET

COOK

SIONIL

LI

R E

GEERK .J DI

V

A D

OF

ENGINEER

PROFESSIONAL

LICENSED

062-056261

-87

FOR SHEETS - 7475

NO. 062-056261; EXPIRES 11-30-2025

REGISTERED P.E., STATE OF ILLINOIS

STA. 600+31.31

90 N SHARED STREET

IMPROVEMENTS

BEGIN ROADWAY

STA. 107+61.53

LANDMARK DRIVE

IMPROVEMENTS

BEGIN ROADWAY

TOTAL - 1293.07 FT (0.245 MILE)

LANDMARK DRIVE - 298.47 FT (0.057 MILE)

90 N SHARED STREET - 994.60 FT (0.188 MILE)

90 N SHARED STREET - 25 MPH DESIGN; 25 MPH POSTED

NO. 062-051308; EXPIRES 11-30-2025

REGISTERED P.E., STATE OF ILLINOIS

JACK SULLIVANGEORGE DUNHAM

ESHA PATELJAMIE CLAR

MARK MADEJBRIAN BIESCHKE

GRADING PLAN

24 25

30 32

53 55

101 110

COOK COUNTY

HARDSCAPE AND LANDSCAPE PLANS AND DETAILS

-9 23 SUMMARY OF QUANTITIES

5 MWRD ROUTING MAP

LANDMARK DRIVE

90 N SHARED STREET AND

6 VOLUME CONTROL PLAN

EROSION CONTROL PLAN

33 MAINTENANCE OF TRAFFIC NOTES

87 JUNCTION CHAMBER PLAN

E WMOJobStart@mwrd.org

P (708) 588-4055

BEFORE STARTING WORK.

OF GREATER CHICAGO 2 DAYS

WATER RECLAMATION DISTRICT

CONTACT THE METROPOLITAN

4 MWRD GENERAL NOTES

ADJOINING PROPERTIES.

ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGES TO

ENGINEER, AND THAT SUCH SURFACE WATERS ARE PLANNED FOR IN ACCORDANCE WITH GENERALLY SURFACE WATERS INTO THE PUBLIC AREA, OR DRAINS APPROVED FOR THE USE BY THE MUNICIPAL

REASONABLE PROVISIONS HAVE BEEN MADE FOR THE COLLECTION AND DIVERSION OF SUCH

BE CHANGED BY THE PROPOSED DEVELOPMENT. IF ANY DRAINAGE PATTERNS WILL BE CHANGED, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DRAINAGE OF SURFACE WATERS WILL NOT

SIONIL

LI

NO. 062-053291; EXPIRES 11-30-2025

REGISTERED P.E., STATE OF ILLINOIS

OF

ENGINEER

PROFESSIONAL

LICENSED

062-053291

K

EI

SNEILIL SAM

O H

T

-34 36

MAINTENANCE AND MONITORING EXHIBIT

8 DRAINAGE AREA EXHIBIT

-26 27 SCHEDULE OF EARTHWORK

-111 IDOT HIGHWAY STANDARD DETAILS124

N

R o s e ll e

R o a d

Algonquin Rd.

M e a c h a m d

Forest Preserve

Paul Douglas

Euclid Ave

Q u e n ti n

P lu m

G r o v e

Grove Rd.

Old Plum

Road

Hartung

G R

O V

E

O

A D

O L

D

P

L U

ALGONQUIN ROAD

E

A C

H

A D

ZURICH WAY

D R

K A

P

O G

R E

S S

P

A R

K W

A Y

DRIVE

ARBOR

S T

R E

E T

N

S

H A

R E

D

DRIVE

LANDMARK

P A

R K

S I D

D

I V

COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.

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U R

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DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED SHEET OF SHEETS

M

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-G e n

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L : 124 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

DJK

12/29/2023

CONTRACT NO. XXXXX

VILLAGE OF SCHAUMBURG COOK 2

1 2

PAVING, CURB & GUTTER, AND SIDEWALK

SPECIFICATIONS, STANDARDS AND SPECIAL PROVISIONS

TREE REMOVAL, CLEARING AND HEDGE REMOVAL

SHALL BE APPROVED BY THE ENGINEER PRIOR TO REMOVAL.

OF THE ENGINEER PRIOR TO THE START OF REMOVAL OPERATIONS. ALL TREES TO BE REMOVED

THE CONTRACTOR SHALL MARK ALL TREES TO BE REMOVED IN A MANNER MEETING THE APPROVAL3.

FENCE ONLY AFTER ALL CONSTRUCTION WORK HAS BEEN COMPLETED.

STORED, DRIVEN, OR DISTURBED INSIDE THE FENCE. REMOVE PROTECTIVE TEMPORARY

WHEN DIRECTED BY THE ENGINEER. AFTER TREES ARE SAFELY FENCED NOTHING IS TO BE

TEMPORARY FENCE SHALL BE ERECTED ALONG THE DRIP LINE OF EXISTING TREES TO REMAIN2.

REMOVE ANY TREES UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER.

OPERATIONS COMMENCE IN ANY AREA. AT NO TIME SHALL THE CONTRACTOR PRUNE OR

TREE REMOVAL, TREE PRUNING AND ROOT PRUNING SHALL BE COMPLETED BEFORE CONSTRUCTION

EXISTING TREES IS OF THE UTMOST IMPORTANCE TO THE VILLAGE. ALL TREE PROTECTION,

THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE PRESERVATION OF 1.

ROADWAY EXCAVATION UTILITIES

INSTALLED AS PART OF THIS PROJECT.

THE STORM SEWERS, DRAINAGE STRUCTURES, VALVE VAULTS, WATERMAIN, AND FIRE HYDRANTS

OPERATIONS. THE COST TO COMPLY WITH THE ABOVE SHALL BE INCLUDED IN THE COST OF

DEWATERING TRENCH EXCAVATIONS AS WELL AS SHORING TRENCH WALLS DURING UTILITY

THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY FOR7.

FOR DELAYS CAUSED BY UTILITY RELOCATION OR ADJUSTMENT.

STAGING NECESSARY TO ACCOMMODATE UTILITY RELOCATION OR ADJUSTMENT AND/OR

THE CONTRACTOR SHALL RECEIVE NO ADDITIONAL COMPENSATION FOR CONSTRUCTION6.

AT NO COST.

CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER

ANY EXISTING OR PROPOSED SEWER DAMAGED BY THE CONTRACTOR DURING5.

STRUCTURES INSTALLED AS PART OF THIS PROJECT.

BUT SHALL BE CONSIDERED AS INCLUDED IN THE COST OF THE STORM SEWERS AND DRAINAGE

NECESSARY TO COMPLY WITH THE ABOVE PROVISIONS WILL NOT BE PAID FOR SEPARATELY,

FROM DIRT AND DEBRIS. THE COST OF ALL MATERIALS REQUIRED AND ALL LABOR

CONCLUSION OF CONSTRUCTION OPERATIONS, ALL UTILITY STRUCTURES SHALL BE FREE

IS OBSTRUCTED, IT SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE

THE FLOW LINE OF DRAINAGE STRUCTURES SUCH THAT THE NATURAL FLOW OF WATER

WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIAL IS DEPOSITED IN 4.

SEWER AND CABLE TELEVISION FACILITIES. (48 HOURS NOTIFICATION IS REQUIRED.)

1-800-892-0123 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHONE, GAS, WATER,

BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "JULIE" AT3.

DISCUSSED AT THE PRECONSTRUCTION CONFERENCE.

COORDINATION OF ANY UTILITY WORK INVOLVED IN THE CONSTRUCTION AREA WILL BE2.

THEIR ACCURACY.

THE PLANS ARE APPROXIMATE AND THE ENGINEER DOES NOT GUARANTEE

COMPANIES. THE LOCATION OF PUBLIC OR PRIVATE UTILITIES SHOWN ON

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY1.

STANDARD NO.

CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER

SIDEWALK, CORNER OR CROSSWALK CLOSURE

731001-01

701801-06

606001-08

DESCRIPTIONSTANDARD NO.

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

TEMPORARY EROSION CONTROL SYSTEMS

PERPENDICULAR CURB RAMPS FOR SIDEWALKS

CATCH BASIN TYPE A

604051-04

602601-06

602416-09

602401-07

602001-02

424001-11

000001-08

280001-07

DESCRIPTION

PRECAST REINFORCED CONCRETE FLAT SLAB TOP

602421-09

601001-05 PIPE UNDERDRAINS

602701-02 MANHOLE STEPS

604001-05

IDOT HIGHWAY STANDARDS

ALLOWED THE CONTRACTOR FOR ANY EXPENSE INCURRED BY COMPLYING WITH THE REQUIREMENTS OF THIS NOTE.

OTHER THAN BURNING, SUBJECT TO THE APPROVAL OF THE ENGINEER. NO EXTRA COMPENSATION WILL BE

AND DEPOSITED AT LOCATIONS PROVIDED BY HIM/HER, OR DISPOSED OF WITHIN THE RIGHT-OF-WAY IN A MANNER

ALL EXCESS OR WASTE MATERIAL SHALL BE EITHER HAULED AWAY FROM THE PROJECT SITE BY THE CONTRACTOR

THE CONTRACTOR IS PROHIBITED FROM BURNING ANY MATERIAL WITHIN OR ADJACENT TO THE PROJECT LIMITS.5.

EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS4.

NOTIFIED BY THE CONTRACTOR AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.

ALL UTILITY COMPANIES, SCHOOL DISTRICTS, AND LOCAL POLICE AND FIRE DEPARTMENTS SHALL BE3.

NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL REQUIREMENTS ARE MET.2.

SPECIAL PROVISIONS AND IDOT STANDARD DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS.

EDITION, "AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION"; THE DETAILS IN THE PLANS, AND THE

STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" JUNE 2014 SEVENTH

THE "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", (IMUTCD); "THE

SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED JANUARY 1, 2024; THE LATEST EDITION OF

CONSTRUCTION" ("STANDARD SPECIFICATIONS"), ADOPTED JANUARY 1, 2022; THE "SUPPLEMENTAL

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE1.

DUE TO THE CONTRACTOR.

NOT ENCOUNTERED, THEN THE QUANTITY SHALL BE DEDUCTED, AND NO ADDITIONAL COMPENSATION WILL BE

301.04 OF THE SSRBC AND IDOT SUBGRADE STABILITY MANUAL. IF UNSTABLE AND/OR UNSUITABLE SOILS ARE

BE TESTED WITH A STATIC OR DYNAMIC CONE PENETROMETER AND TREATED IN ACCORDANCE WITH ARTICLE

AT THE TIME OF CONSTRUCTION BY THE GEOTECHNICAL ENGINEER. ALL POTENTIALLY UNSTABLE SOILS SHOULD

UNSUITABLE. THE ACTUAL NEED FOR REMOVAL AND REPLACEMENT WITH ASI WILL BE DETERMINED IN THE FIELD

HAS BEEN PROVIDED FOR USE AT THE LOCATIONS INDICATED FOR SOILS THAT TEND TO BE UNSTABLE AND/OR

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION AND/OR AGGREGATE SUBGRADE IMPROVEMENT (CU YD)3.

ENGINEER.

CONTRACTOR'S VEHICLES AND/OR EQUIPMENT IS TO BE REMOVED AND REPLACED AS DIRECTED BY THE

ANY SUBBASE OR AGGREGATE SUBGRADE IMPROVEMENT CONTAMINATED AND/OR DAMAGED BY THE 2.

THE SUBGRADE STABILITY SHALL BE VERIFIED BY PROOF ROLLING WITH A FULLY LOADED TANDEM-AXLE TRUCK.1.

602402-03

FRAME AND LIDS, TYPE 1

PRECAST MANHOLE TYPE A, 4' DIAMETER

PRECAST MANHOLE TYPE A, 5' DIAMETER

PRECAST MANHOLE TYPE A, 8' DIAMETER

PRECAST MANHOLE TYPE A, 9' DIAMETER

FRAME AND GRATE, TYPE 11

420001-10

420101-07

420111-04

542301-03

PAVEMENT JOINTS

24' JOINTED PCC PAVEMENT

PCC PAVEMENT ROUNDABOUTS

604036-03

701502-09

701601-09

701901-08

720001-01

720006-04

GRATE, TYPE 8

URBAN LANE CLOSURE, 2L, 2W, WITH BIDIRECTIONAL TURN LANE

URBAN LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN

TRAFFIC CONTROL DEVICES

SIGN PANEL MOUNTING DETAILS

GENERAL NOTES

CENTERED OVER THE TRENCH. SIDEWALKS SHALL BE TREATED IN THE SAME MANNER USING THREE #5 REBARS.

ALL CURBS CONSTRUCTED OVER A UTILITY TRENCH SHALL BE REINFORCED WITH TWO #5 REBARS FOR A LENGTH OF 20 FEET 6.

EPOXY COATED, UNLESS NOTED ON THE PLAN.

CURB, GUTTER, COMBINATION CURB AND GUTTER, MEDIAN, AND CHAIR SUPPORTS FOR CRC PAVEMENT, SHALL BE

AND STANDARD SPECIFICATIONS FOR REINFORCEMENT, DOWEL BARS, AND TIE BARS IN PAVEMENT, SHOULDERS, FOR WORK OUTSIDE THE LIMITS OF BRIDGE APPROACH PAVEMENT, ALL REFERENCES IN THE HIGHWAY STANDARDS5.

PLACED.

DUE TO IRREGULARITIES IN THE SURFACE, BINDER, OR BASE UPON WHICH THE HOT-MIX ASPHALT MATERIALS ARE

THE THICKNESSES OF HOT-MIX ASPHALT MIXTURES SHOWN ON THE PLANS ARE NOMINAL. DEVIATIONS MAY OCCUR4.

AND HOT-MIX ASPHALT BINDER COURSE HAVE BEEN COMPLETED TO THE SATISFACTION OF THE ENGINEER.

HOT-MIX ASPHALT SURFACE COURSE SHALL NOT BE PLACED UNTIL ALL EARTH EXCAVATION, TOPSOIL PLACEMENT, 3.

AND GUTTER HAS BEEN PROPERLY CURED AND BACKFILLED TO THE SATISFACTION OF THE ENGINEER.

HOT-MIX ASPHALT BINDER COURSE SHALL NOT BE PLACED ADJACENT TO CURB AND GUTTER UNTIL THE CURB 2.

ADDITIONAL WORK, INCLUDING REMOVAL AND REPLACEMENT, SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.

SHOULD THE CONTRACTOR DEFACE ANY EDGE, A NEW SAWED JOINT SHALL BE PROVIDED AND ANY

THE CONTRACTOR SHALL BE REQUIRED TO SAW VERTICAL CUTS SO AS TO FORM CLEAN VERTICAL JOINTS.

INCLUDED IN THE COST OF THE ITEM BEING REMOVED.

TO A DEPTH AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THIS WORK SHALL BE

TO SEPARATE THE EXISTING MATERIAL TO BE REMOVED BY MEANS OF AN APPROVED CONCRETE SAW

THE CONTRACTOR SHALL SAW CUT PAVEMENT, CURB & GUTTER, MEDIAN, SHOULDER, AND SIDEWALK 1.

TYPICAL PAVEMENT MARKINGS780001-05

BASE FOR TELESCOPING STEEL SIGN SUPPORT

PRECAST REINFORCED CONCRETE FLARED END SECTION

CATCH BASIN TYPE C 602011-02

720011-01 SIGN PANEL MOUNTING DETAILS

METAL POSTS FOR SIGNS, MARKERS & DELINEATORS

TOTAL

SHEETS

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DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED SHEET OF SHEETS STA. TO STA.

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

VILLAGE OF SCHAUMBURG COOK

2 2

MISCELLANEOUSSTORM & SANITARY SEWER

LANDSCAPING

AND MAY NOT BE THE CENTERLINE OF RIGHT-OF-WAY.

THE CONSTRUCTION BASELINE HAS BEEN ESTABLISHED FOR STAKING PURPOSES ONLY5.

OF PROPOSED PAVEMENT, UNLESS OTHERWISE INDICATED.

PAVEMENT GRADES: THE ELEVATIONS INDICATED ON THE PLANS ARE FINISHED GRADES4.

TO THE CENTER OF STRUCTURE.

AND GRATE IN THE PROPER LOCATION. ALL OTHER STRUCTURES ARE DIMENSIONED

DETERMINING THE OFFSET NECESSARY FOR EACH STRUCTURE TO SET THE FRAME

PROPOSED EDGE OF PAVEMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATED IN THE CURB LINE REFER TO THE POSITION OF THE ADJACENT

THE STATION/OFFSET/ELEVATIONS NOTED FOR ALL DRAINAGE STRUCTURES3.

OTHERWISE NOTED.

ALL RADII FOR PROPOSED CURB AND GUTTER ARE TO THE EDGE OF PAVEMENT UNLESS2.

THEIR LOCATIONS.

ITS AGENT OR AN AUTHORIZED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED

SUBSECTION MONUMENTS OR PROPERTY OR REFERENCE MARKERS UNTIL THE VILLAGE,

THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR1.

STAKING

EROSION CONTROL

THE CONTRACTOR AT HIS/HER EXPENSE, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

LIMITS THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR SHALL BE RESTORED BY

THE CONTRACTOR SHALL ADHERE TO LIMITS OF RESTORATION SHOWN. AREAS OUTSIDE THESE4.

INSTALLATION SHALL BE REQUIRED.

BE REQUIRED PRIOR TO THE INSTALLATION OF SOD. A ONE (1) YEAR GUARANTEE FOR SOD

GENERAL CONTRACTOR, AND LANDSCAPE SUB-CONTRACTOR. APPROVAL BY THE ENGINEER WILL

SOD INSTALLATION: A PRE-SOD INSTALLATION INSPECTION SHALL BE HELD WITH THE ENGINEER,3.

NO CIRCUMSTANCES SHALL A CONTRACTOR OBTAIN WATER BY OPENING A VILLAGE FIRE HYDRANT.

AN ACCEPTABLE OUTSIDE SOURCE. VILLAGE POTABLE WATER USE WILL NOT BE ALLOWED. UNDER

FROM EITHER THE SCHAUMBURG PUBLIC WORKS BUILDING AT 714 SOUTH PLUM GROVE ROAD OR

SOD WATERING: THE CONTRACTOR WILL BE REQUIRED TO UTILIZE WATER FOR SOD INSTALLATION2.

AREAS PRIOR TO FINAL ACCEPTANCE AT A RATE SPECIFIED BY THE ENGINEER.

WHEN DIRECTED BY THE ENGINEER, SUPPLEMENTAL WATERING SHALL BE APPLIED TO ALL SODDED1.

SCHEDULED TO BE REMOVED, WITH CONSTRUCTION EQUIPMENT WHICH MAY DAMAGE THE PAVEMENT.

THE CONTRACTOR SHALL NOT CROSS COMPLETED BINDER COURSE, OR EXISTING PAVEMENT NOT 9.

MAINTAINED AT ALL TIMES BY THE CONTRACTOR.

UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER, ALL EXISTING ACCESS POINTS SHALL BE 8.

DAMAGE EXISTING OR PROPOSED PAVEMENTS, OR OTHER ROADWAY APPURTENANCES.

MANNER THAT IN THE OPINION OF THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER MAY

FROM BREAKING UP CONCRETE OR ASPHALT BY DROPPING IT ON PAVEMENT, OR IN ANY OTHER

CIRCUMSTANCE WILL THE USE OF A FROST BALL BE PERMITTED. THE CONTRACTOR IS PROHIBITED

UNDERGROUND PUBLIC AND/OR PRIVATE UTILITES, WILL NOT BE PERMITTED. UNDER NO

DESCRIBED HEREIN. THE USE OF ANY TYPE OF CONCRETE BREAKERS THAT MAY DAMAGE

REMOVALS SHALL BE ACCORDING TO SECTION 440 OF THE STANDARD SPECIFICATION EXCEPT AS

CONCRETE BREAKERS: PAVEMENT, CURB AND GUTTER, SHOULDERS, AND/OR ANY OTHER STRUCTURE7.

AND CONCRETE ITEMS TO BE PLACED.

THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND TO THE HOT-MIX ASPHALT

31, "QUALITY CONTROL/QUALITY ASSURANCE OF CONCRETE MIXTURES,"

ASPHALT. FOR CONCRETE MIXTURES, ATTENTION IS DIRECTED TO RECURRING SPECIAL PROVISION

ATTENTION IS DIRECTED TO SECTION 1030.05(d) OF THE STANDARD SPECIFICATIONS FOR HOT-MIX

THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL INSPECTION, CONTRACTOR'S

SAMPLES AS REQUIRED.

THE INSPECTOR ACCESS TO HIS/HER PLANT AREA TO OBSERVE THE OPERATIONS AND TAKE MATERIAL

PLACEMENT OF ANY HOT-MIX ASPHALT OR CONCRETE MIXTURES. THE CONTRACTOR SHALL ALLOW

LOCAL AGENCY SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF THE

THE LOCAL AGENCY SHALL BE RESPONSIBLE FOR THE QUALITY ASSURANCE FIELD INSPECTION. THE

GUIDELINES (PPG).

ACCORDING TO SECTION 106 OF THE STANDARD SPECIFICATIONS AND THE PROJECT PROCEDURES

MATERIAL INSPECTION: ALL MATERIALS INCORPORATED IN THIS PROJECT ARE TO BE INSPECTED6.

WITHOUT THE FINAL APPROVAL OF THE VILLAGE'S ENGINEERING AND PUBLIC WORKS DEPARTMENT.

VILLAGE AUTHORIZED CONSULTING ENGINEER. PROJECTS WILL NOT BE ACCEPTED BY THE VILLAGE

REPRESENTATIVES OF THE VILLAGE'S ENGINEERING AND PUBLIC WORKS DEPARTMENT, OR

INSPECTION: ALL PHASES OF THE IMPROVEMENTS WILL BE SUBJECT TO INSPECTION BY5.

DEBRIS AND SURPLUS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE.

MANNER. DEBRIS AND ANY SURPLUS MATERIAL SHALL BE REMOVED AS THE WORK PROCEEDS.

CLEAN-UP AND DISPOSAL: THE CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN AND ORDERLY4.

TO THE CONTRACT.

BY THE ENGINEER OR REPRESENTATIVE ON THE ENGINEER. COST TO BE CONSIDERED INCIDENTAL

ON ANY ADJACENT STREETS EVERY WEDNESDAY AND FRIDAY AND ANY OTHER DAY AS REQUIRED

THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE VACUUM CLEANING (STREET SWEEPING)

ON A DAILY BASIS OR WHEN DIRECTED BY THE ENGINEER.

CLEAN OF DIRT, MUD, AND OTHER DEBRIS AND, WHEN NECESSARY, CLEAN SAID PAVEMENTS

EXISTING STREET CLEANLINESS: THE CONTRACTOR SHALL KEEP EXISTING ADJACENT STREETS3.

CONTRACT.

BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE

PUBLIC/PRIVATE PROPERTY. ANY ITEM THAT IS DAMAGED SHALL BE REPLACED OR REPAIRED

EXISTING TREES, SHRUBS, MAILBOXES, FENCES, DRAIN LINES, POWER LINES, AND OTHER

PROTECTIONS OF PUBLIC/PRIVATE PROPERTY: THE CONTRACTOR SHALL PROTECT ALL 2.

FOR RE-USE, OR DISPOSED OF PROPERLY.

DETERMINE IF SUCH ITEMS SHALL BE RETURNED TO THE PROPERTY OWNER, STOCKPILED

"EARTH EXCAVATION." THE CONTRACTOR SHALL CONTACT THE OWNER OF THE ITEMS TO

BRICK PAVER WALKWAYS WITHIN R.O.W. LIMITS SHALL BE INCLUDED IN THE COST OF

TIMBERS, LANDSCAPE ROCKS, FENCES, FENCE POSTS, PLANTERS, VEGETATION, BRICK OR

NOT LIMITED TO, BLOCK RETAINING WALLS, CONCRETE RETAINING WALLS, LANDSCAPE

SITE OBJECTS: REMOVAL OF MISCELLANEOUS PARKWAY IMPROVEMENTS INCLUDING, BUT 1.

ESTABLISHED.

EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT COVER IS

EROSION WITH THE USE OF TEMPORARY EROSION CONTROL SEEDING. TEMPORARY SEDIMENT AND

UNDISTURBED FOR MORE THAN 14 DAYS AFTER INITIAL DISTURBANCE SHALL BE PROTECTED FROM

SOIL EROSION WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED. STRIPPED AREAS THAT WILL REMAIN

THE SURFACE OF ALL STRIPPED AREAS SHALL BE PERMANENTLY OR TEMPORARILY PROTECTED FROM 10.

SHALL BE PAID FOR AT THE UNIT PRICE FOR THE INDIVIDUAL ITEMS USED.

CONTROL MEASURES MEETING THE APPROVAL OF THE ENGINEER SHALL BE PROVIDED. THIS WORK

WHEN A TOPSOIL STOCKPILE IS TO REMAIN IN PLACE FOR MORE THAN THREE DAYS, EROSION 9.

REQUIREMENTS.

SEE STANDARD 280001 FOR ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL DETAILS AND 8.

ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER.

THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. 7.

ON ALL CATCH BASINS, INLETS, AND MANHOLES WITH OPEN GRATES IN LANDSCAPED AREAS.

GRATES IN THE CURB AND GUTTER. INLET AND PIPE PROTECTION SHALL BE PLACED

INLET FILTERS SHALL BE PLACED ON ALL CATCH BASINS, INLETS, AND MANHOLES WITH OPEN 6.

COMPLETED. THE LIMITS OF THE SOD SHALL BE THE LIMITS OF GRADING.

ALL SLOPES SHALL BE COVERED WITH SOD AS GRADING AND PLACEMENT OF TOPSOIL HAS BEEN 5.

BY SHOVELING AND/OR SWEEPING.

SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE ROADWAY AT THE END OF EACH WORK DAY

SHALL BE PROTECTED, FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MUD AND

ALL STORM SEWER FACILITIES THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION4.

THE EFFECTIVENESS OF SAID MEASURES SHALL BE MADE IMMEDIATELY.

EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN

THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER 3.

THE USE OF TEMPORARY OR PERMANENT MEASURES.

SOIL STABILIZATION MEASURES SHALL CONSIDER THE TIME OF YEAR, SITE CONDITIONS AND

SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. 2.

CONTROL" OF THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY.

CONTROL" AND THE "STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT

THE "ILLINOIS PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION

AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF

ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE CONSTRUCTED 1.

GENERAL NOTES

ALL CLASS A STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE.11.

THE BOTTOM OF ALL PAVEMENT, CURBS AND SIDEWALK.

USE CA-6 TRENCH BACKFILL, COMPACTED TO 95% OF MODIFIED PROCTOR, UNDER AND WITHIN A 1:1 SLOPE FROM 10.

DUMP NO WASTE” PERMANENTLY INSCRIBED.

“SANITARY SEWER” CAST INTO THE LID. ALL OPEN LIDS OR GRATES SHALL HAVE THE WORDS “DRAINS TO RIVER, ALL MANHOLES AND VALVE VAULTS SHALL HAVE THE “VILLAGE OF SCHAUMBURG”AND “WATER,”“STORM SEWER,”OR 9.

ADDITIONAL COMPENSATION ALLOWED.

OR PIPES SHALL BE CONSIDERED INCLUDED IN THE COST OF THE ITEM BEING CONSTRUCTED AND NO

CONNECTION OF UNDERDRAINS AND STORM DRAINS TO EXISTING OR PROPOSED STORM SEWER STRUCTURES 8.

THE OUTLET END OF THE FLARED END SECTION.

STATIONS, OFFSETS, AND INVERT ELEVATIONS FOR FLARED END SECTIONS ARE GIVEN AT THE CENTERLINE OF 7.

CLASSIFICATION, PAYMENT WILL BE MADE FOR THE REVISED TYPE OF STORM SEWER.

COST OF THE STORM SEWER BEING INSTALLED. IF THE REVISED GRADE RESULTS IN A CHANGE IN PIPE

THE PIPE CLASSIFICATION, THE ADDITIONAL EXCAVATION OR SHEETING REQUIRED SHALL BE INCLUDED IN THE

ELEVATION DUE TO A UTILITY LINE OR OTHER OBSTRUCTION. IF SUCH A GRADE CHANGE DOES NOT ALTER

THE CONTRACTOR SHALL BE AWARE THAT AT TIMES THE ENGINEER MAY REQUIRE A CHANGE IN STORM SEWER6.

PLACEMENT OF TRENCH BACKFILL.

ONLY METHOD 1 UNDER ARTICLE 550.07 OF THE STANDARD SPECIFICATIONS SHALL BE ALLOWED FOR THE5.

CONFLICT WITH THE PROPOSED STORM SEWER SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

AND PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO SAID SERVICES NOT CONSIDERED TO BE IN

ALL SEWER AND WATER SERVICES CROSSED BY NEW STORM SEWERS SHALL BE PROPERLY LOCATED4.

TO THE CENTERLINE OF THE LANE. ALL FLAT-TOPS AND CONES ARE ASSUMED TO BE ECCENTRIC.

DRAINAGE STRUCTURE FLAT-TOPS AND CONES SHALL BE TURNED SO THAT THE FRAMES ARE CLOSEST3.

NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE USE OF FLAT SLAB TOPS.

THE CONTRACTOR SHALL DETERMINE WHEN FLAT SLAB TOPS ARE REQUIRED ON MANHOLES AND CATCH BASINS.2.

SECTIONS 550 AND 601, AND ARTICLE 104.02 OF THE STANDARD SPECIFICATIONS.

THE REPLACEMENT OF A FACILITY, THE NECESSARY WORK AND PAYMENT SHALL BE IN ACCORDANCE WITH

PROVISION SHALL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE. SHOULD THE ENGINEER HAVE DIRECTED

EXISTING FACILITIES TO BE MAINTAINED THAT ARE DAMAGED BECAUSE OF THE NON-COMPLIANCE WITH THIS

FACILITIES IN SERVICE AND TO PROTECT THEM FROM DAMAGE DURING CONSTRUCTION IF MAINTAINED.

SHALL SO INFORM THE ENGINEER, WHO SHALL DIRECT THE WORK NECESSARY TO MAINTAIN OR REPLACE THE

UNDERDRAINS OR FIELD DRAINS WITHIN THE RIGHT-OF-WAY OTHER THAN THOSE SHOWN ON THE PLANS, HE/SHE

DURING CONSTRUCTION, IF THE CONTRACTOR ENCOUNTERS OR OTHERWISE BECOMES AWARE OF ANY SEWERS, LIMITS.

DETERMINE THE EXACT LOCATIONS OF EXISTING STRUCTURES WHICH ARE WITHIN THE PROPOSED CONSTRUCTION

THE PLANS ARE APPROXIMATE. PRIOR TO COMMENCING WORK THE CONTRACTOR, AT HIS/HER OWN EXPENSE, SHALL

THE PERIOD OF CONSTRUCTION. LOCATIONS OF EXISTING DRAINAGE STRUCTURES AND SEWERS AS SHOWN ON

UNLESS OTHERWISE NOTED ON THE PLANS, THE EXISTING DRAINAGE FACILITIES SHALL REMAIN IN USE DURING1.

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

1 1

MWRD GENERAL NOTES

BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL.

ALL DESIGN CRITERIA, SPECIFICATIONS, AND INSTALLATION OF EROSION AND SEDIMENT CONTROL PRACTICES SHALL3.

EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL PRIOR TO HYDROLOGIC DISTURBANCE OF THE SITE.2.

EROSION AND SEDIMENT CONTROL PLAN.

THE CONSTRACTOR SHALL INSTALL THE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE APPROVED1.

EROSION AND SEDIMENT CONTROLE.

MWRD GENERAL NOTES

REQUIRED, AS DIRECTED BY THE ENGINEER, SITE INSPECTOR, OR MWRD.

ARE THE MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE

THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS24.

STABILIZATION.

BE REMOVED WITHIN THIRTY (30) DAYS AFTER PERMANENT SITE

ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL23.

STABILIZATION IS ACHIEVED.

AND ANY PERIODS OF CONSTRUCTION SHUTDOWN UNTIL PERMANENT

AND REPAIRED AS NEEDED ON A YEAR-ROUND BASIS DURING CONSTRUCTION

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED22.

DISTURBING ACTIVITIES.

WITHIN SEVEN (7) DAYS FOLLOWING THE COMPLETION OF SOIL

ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED21.

TO WATERWAYS, FLOOD PROTECTION AREAS OR THE COMBINED SEWER SYSTEM.

UPSLOPE AREA. SEDIMENT LADEN WATERS SHALL NOT BE DISCHARGED

DEWATERING INTO A SUMP PIT, FILTER BAG OR EXISTING VEGETATED

EFFECTIVE SEDIMENT CONTROL DEVICE. ALTERNATIVES MAY INCLUDE

SHALL PASS THROUGH A SEDIMENT SETTLING POND OR EQUALLY

APPURTENANCES. ANY TRENCH DEWATERING, WHICH CONTAINS SEDIMENT

SEWERS, WATERMAINS AS WELL AS THEIR SERVICES AND OTHER

EXCAVATION FOR THE INSTALLATION OF SANITARY SEWERS, STORM

THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH DEWATERING AND20.

PRESENT AT THE COMMENCEMENT OF DEWATERING ACTIVITIES.

DURING OPERATIONAL PERIODS. THE SITE INSPECTOR MUST BE

SEDIMENTATION. DEWATERING SYSTEMS SHOULD BE INSPECTED DAILY

DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION AND

IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND19.

COMBINED SEWER AREA FOR GREEN INFRASTRUCTURE PRACTICES.

SANITARY SEWER OR COMBINED SEWER. DRAIN TILES ALLOWED IN

THE DEVELOPMENT. DRAIN TILES CANNOT BE TRIBUTARY TO A

DRAIN TILES AND INCORPORATE THEM INTO THE DRAINAGE PLAN FOR

THE CONTRACTOR SHALL EITHER REMOVE OR REPLACE ANY EXISTING18.

CONTROL MEASURES.

CONSTRUCTION SHALL BE PROTECTED BY APPROPRIATE SEDIMENT

STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING17.

APPROPRIATE EROSION CONTROL BLANKET.

EARTHEN EMBANKMENT SIDE SLOPES SHALL BE STABILIZED WITH16.

FLOOD PROTECTION AREAS OR THEIR BUFFERS.

SEDIMENT CONTROLS. SOIL STOCKPILES SHALL NOT BE PLACED IN

SOIL STOCKPILES, AT A MINIMUM, BE PROTECTED WITH PERIMETER15.

OF THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.

VOLUME CONTROL FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL14.

FENCE (OR EQUIVALENT).

SHALL, AT A MINIMUM, BE PROTECTED WITH A DOUBLE ROW OF SILT

ALL FLOOD PROTECTION AREAS AND VOLUME CONTROL FACITLITIES13.

TEMPORARY OR PERMANENT MEASURES WITHIN SEVEN (7) DAYS.

TEMPORARILY OR PERMANENTLY CEASED SHALL BE STABILITIZED WITH

DISTRUBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE12.

SHALL NOT BE USED AS TEMPORARY SEDIMENT BASINS.

APPROPRIATE SEDIMENT TRAP OR BASIN. VOLUME CONTROL FACILITIES

DIRECT ALL RUNOFF FROM HYDROLOGICALLY DISTURBED AREAS TO AN

TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO10

ENVELOPE CONSTRUCTION ACTIVITIES.

CONCRETE WASHOUT FACILITIES FOR ANY BRICK AND MORTAR BUILDING

MORTAR WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ADDITION TO9.

ANY ON SITE CONSTRUCTION ACTIVITIES INVOLVING CONCRETE.

WITH THE ILLINOIS URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO

CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORANCE8.

CONTROLLED SEDIMENT DISPOSAL AREA.

STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A

STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR

SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY,

TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE.

THE ILLINOIS URBAN MANUAL SHALL BE INSTALLED AT ANY POINT WHERE

A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF7.

APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES.

ARE TO BE DONE IN PHASES, THE CO-PERMITTEE SHALL PLAN FOR

MINIMIZE EROSION. IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING

SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO6.

LIQUID EQUIVALENT PRECIPITATION.RAINFALL OR

THE END OF A STORM EVENT WITH GREATER THAN 0.5 INCH OF

ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OFB)

MEASURES, PRIOR TO ANY SOIL DISTURBANCE.

UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROLA)

INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM:5.

SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.

A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN4.

IN A COMBINED SEWER AREA) SHALL CONFORM TO THE FOLLOWING:

ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS7.

ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM.6.

ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM.5.

AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION).

ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER4.

OR MWRD.

OF LINES FOR THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL FROM THE MUNICIPALITY

DISCHARGING ANY UNPOLLUTED WATER INTO THE SANTIARY SEWER SYSTEM FOR THE PURPOSE OF SEWER FLUSHING3.

BY THE MUNICIPALITY AND/OR MWRD AFTER THE SEWERS HAVE BEEN TESTED AND ACCEPTED.

PRIOR TO COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED

A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER CONNECTION2.

FROM ENTERING THE EXISTING SANITARY SEWERS.

THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND SURFACE WATER,1.

SANITARY SEWERSD.

STORM EVENT.

THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE

IN THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, ENSURE PROPER OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY.

REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO

A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS.18.

STORM SEWERS TRIBUTARY TO COMBINED SEWERS.

SHALL BE PLUGGED OR REMOVED, AND SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR

IS PROHIBITED; AND ALL EXISTING DRAIN TILES AND PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA

TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS. CONSTRUCTION OF NEW FACILITIES OF THIS TYPE

ALLOWED TO BE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS

WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED PIPES ARE NOT

EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES ASSOCIATED17.

CONCRETE OR MORTAR PLUG.

ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG NON-SHRINK16.

GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS.

THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST SECTIONS SHALL CONSIST OF MODIFIED

ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE PRECAST "RUBBER BOOTS"15.

DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED CONCRETE.

ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A MINIMUM INSIDE14.

MATERIAL OR REMOVED.

ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH GRANULAR13.

PIPE WITH THE ENDS SEALED.

SHALL BE CONSRUCTED TO WATERMAIN STANDARDS OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER

DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATERMAIN, THE SEWER

UNDISTRUBED EARTH, KEEPING A MINIMUM 18" VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL

SEWER IS LAID IN THE SAME TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSIDE SIDE ON A BENCH OF

UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18" VERTICAL SEPARATION; OR THE

HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED SEWERS AND WATERMAINS SHALL BE MAINTAINED

THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM

WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM12.

FITTING, USING "BAND SEAL" OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE.

WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF PROPERC)

OR TEE BRANCH SECTION.

REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACED WITH A WYEB)

INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE.

A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS ("SHEWER-TAP" MACHINE OR SIMILAR) AND PROPERA)

MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED:

WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR AN EXISTING11.

WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD "SANITARY" CAST INTO THE LID.

ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE CONSTRUCTED10.

NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES OF DISSIMILAR MATERIALS.9.

USING PVC.

MATERIAL SHALL BE CA-7 AND SHALL BE EXTENDED AT LEAST 12" ABOVE THE TOP OF THE PIPE WHEN

DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES.

STONE BEDDING WITH STONE 1/4" TO 1" IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL TO 1/4 THE OUTSIDE

ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), REQUIRES8.

D3212, F-477ASTM F-276430-INCH TO 60-INCH TRIPLE WALL

D-3212, F-477ASTM F-273612-INCH TO 24-INCH DOUBLE WALL

POLYPROPYLENE (PP) PIPE

JOINT SPECIFICATIONSPIPE SPECIFICATIONSPIPE MATERIAL

IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE

PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN THE PIPE MATERIAL BELOW

THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND APPROVAL

ASTM D-3212AWWA C90514-INCH TO 48-INCH

ASTM D-3212AWWA C9004-INCH TO 12-INCH

ASTM D-3139ASTM D-22414-INCH TO 36-INCH

WATER MAIN QUALITY PVC

ASTM D-3212,F-477 (GASKETED)ASTM D-3035

ASTM D-3261, F-2620 (HEAT FUSION)ASTM D-3350HIGH DENSITY POLYETHYLENE (HDPE)

ASTM D-3212ASTM F-67918-INCH TO 27-INCH DIAMETER F/DY=46

ASTM D-3212ASTM D-30346-INCH TO 15-INCH DIAMETER SDR 26

POLYVINYL CHLORIDE (PVC) PIPE

ANSI A21.11ANSI A21.51DUCTILE IRON PIPE

ASTM C-564ASTM A-74CAST IRON SOIL PIPE

ASTM C-443ASTM C-76REINFORCED CONCRETE SEWER PIPE

ASTM C-425ASTM C-700VITRIFIED CLAY PIPE

JOINT SPECIFICATIONSPIPE SPECIFICATIONSPIPE MATERIAL

PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION.

*IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE

ORDINANCE AND TECHNICAL GUIDANCE MANUAL;

*THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED MANAGEMENT

*VILLAGE OF SCHAUMBURG MUNICIPAL CODE;

(SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION;

*STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION

WATER MAIN CONSTRUCTION;

DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND

*STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (JANUARY 1, 2022), BY THE ILLINOIS

EXCEPT AS MODIFIED HEREIN OR ON THE PLANS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING,1.

REFERENCED SPECIFICATIONSA.

NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123.

UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY

THE EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR3.

EACH WORK PHASE.

CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR

AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK.

THE VILLAGE OF SCHAUMBURG ENGINEERING AND PUBLIC WORKS DEPARTMENT MUST BE NOTIFIED2.

PROJECT NAME, LOCATION AND PERMIT NUMBER TO WMOJOBSTART@MWRD.ORG).

PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055 OR SEND EMAIL NOTIFICATION WITH

THE MWRD LOCAL SEWER SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS1.

NOTIFICATIONSB.

BE TIED TO A FIRE HYDRANT.

OR BENDS SHAL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES OR BENDS SHALL

THEY ARE RECEIVED. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED. ALL WYES

UNDERGROUND IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD UNTIL

RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS10.

BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL INSPECTION.

ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION SHALL9.

THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL INSPECTION AGENCIES.8.

MUNICIPALITY, MWRD, AND OWNER.

MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE7.

FOR TO BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR.

ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS AND NOT CALLED6.

TO BEGINNING THE CONSTRUCTION OPERATIONS.

ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND ELEVATIONS PRIOR

THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR INFORMATION5.

PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS INDICATED ON THE PLANS.

OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST BE FOLLOWED.

APPORVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE MUNICIPALITY, THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS4.

ON THE PROJECT.

ETC., FROM ALL LIABITILTY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK

THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS,3.

INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS.

MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER'S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO2.

ALL ELEVATIONS SHOWN ON PLANS REFERENCE N.G.V.D. 29. CONVERSION FACTOR IS NAVD88 = NGVD29 - 0.29'.1.

GENERAL NOTESC.

TOTAL

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DESIGNED

CHECKED

DRAWN

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M

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

1 100+00 101 102 103 104 105+00 106

109 110+

112 113 114 115+00

MWRD ROUTING MAP

1 1

LEGEND

PROJECT AREA

P R

O G

R E S S

P

A R

K W

A Y

8" SANITARY SEWER

CONNECTION TO 60" MWRD INTERCEPTOR

10" SANITARY SEWER

D R

IV

E

P A

R K

S

ID

MWRD UPPER SALT CREEK 60"

SANITARY SEWER

SCHAUMBURG

8" VILLAGE OF

SANITARY SEWER

SCHAUMBURG

12" VILLAGE OF

PROJECT LOCATION

54" STORM SEWER

24" STORM SEWER

12" STORM SEWER

15" STORM SEWER

12" STORM SEWER

STORM SEWER (72" TO 78")

VILLAGE OF SCHAUMBURG

(MWRD PERMIT 21-142)

NORTH POND

OUTLET NORTH OF BASIN

36" STORM SEWER

TRIBUTARY D

SALT CREEK

(UPPER REACH)

SALT CREEK

600+00 601 602 603 604 605+00 606 607 608 609

610+00

WV

COUNTY

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REVISED SHEET OF SHEETS

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

0 50 100

SCALEKDC

KDC

PROGRESS PARKWAY

PROGRESS PARKWAY

P A R K S

ID

E

D R

IV

E

P A R K S

ID

E

D R

IV

E

LEGEND

90 N SHARED STREET

LANDMARK DRIVE

VOLUME CONTROL PLAN

PERVIOUS AREA

IMPERVIOUS AREA

PERMEABLE PAVER AREA

VOLUME CONTROL CALCULATION

CURVE NUMBER

90 N SHARED STREET

LOCATION CURVE NUMBER ADJ. CURVE NUMBER

PERVIOUS AREA

IMPERVIOUS AREA

PERMEABLE PAVER AREA

TOTAL AREA

0.43 AC

1.15 AC

0.80 AC

2.38 AC

SEASONALLY HIGH GROUNDWATER:

SEPARATION:

728.41

0.082

0.082

BELOW UNDERDRAINS UNLESS OTHERWISE NOTED.

BOTTOM OF AGGREGATE DEPTH SET AT 6"1)

NOTES:

VOLUME CONTROL REQ. - 90 N SHARED STREET = 0.096 AC-FT

90.68 86.66

LOCATION

[AC-FT]

BELOW INVERT

V , COARSE AGGREGATEB

[AC-FT]

ABOVE INVERT

V , COARSE AGGREGATE

APAVER SECTION

0.000

>0.096

>0.096

TWO NORTHERNMOST PARKING BAYS

ALL OTHER PARKING BAYS

TOTALS: 0.055

0.055

0.068

0.365

0.433-

2- 30% VOID SPACE ALLOWED PER VILLAGE REQUIREMENTS; 100% OF VOID SPACE CREDITED BELOW INVERT

1- 30% VOID SPACE ALLOWED PER VILLAGE REQUIREMENTS; 50% OF VOID SPACE CREDITED ABOVE INVERT

VOLUME CONTROL TABLE FOR 90 N SHARED STREET

AREA [AC]

PAVER SURFACE

[AC-FT]

VOLUME CONTROL

TOTAL AVAILABLE

24" ABOVE UNDERDRAIN

CONTROL DUE TO NON-ELEVATED UNDERDRAIN

N/A - THIS SECTION NOT PROVIDING VOLUME

91.79 86.30LANDMARK DRIVE

AREA TABLE - 90 N SHARED STREET

BOTTOM OF VOLUME CONTROL FACILITY:

>2.0 FT

PERVIOUS AREA

IMPERVIOUS AREA

TOTAL AREA

0.38 AC

0.20 AC

0.58 AC

AREA TABLE - LANDMARK DRIVE

SEPARATION DISCUSSION

SEE NARRATIVE FOR GROUNDWATER

(PROVIDED ON SITE VIA PERMEABLE PAVERS)

VOLUME CONTROL PROV. - 90 N SHARED STREET = 0.096 AC-FT

VOLUME CONTROL REQ. - LANDMARK DRIVE = 0.032 AC-FT

IN THIS PARKING BAY. NO VOLUME CONTROL CREDITED

PERMEABLE PAVER UNDERDRAIN NOT ELEVATED

IN THIS PARKING BAY. NO VOLUME CONTROL CREDITED

PERMEABLE PAVER UNDERDRAIN NOT ELEVATED

6" BELOW

18" ABOVE UNDERDRAIN

AND EVENTUALLY TO NORTH POND.

FLOW NORTH ALONG PARKSIDE DRIVE

SITE. 100-YEAR OVERFLOW WILL

100-YEAR OVERFLOW ROUTE FROM

PER MWRD PERMIT NO. 2021-0142)

(PROVIDED OFF SITE VIA NORTH POND REGIONAL BMP,

VOLUME CONTROL PROV. - LANDMARK DRIVE = 0.032 AC-FT

600+00 601 602 603 604 605+00 606 607 608 609

610+00

WV

COUNTY

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DESIGNED

CHECKED

DRAWN

REVISED

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REVISED SHEET OF SHEETS

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

0 50 100

SCALEKDC

KDC

PROGRESS PARKWAY

PROGRESS PARKWAY

P A R K S

ID

E

D R

IV

E

P A R K S

ID

E

D R

IV

E

LEGEND

90 N SHARED STREET

LANDMARK DRIVE

PROPOSED ROW

PROPOSED ROW

PROPOSED ROW

PROPOSED ROW

EXISTING ROW

EXISTING ROW

(PERMEABLE PAVERS)

VOLUME CONTROL FACILITY

PROPOSED STORM SEWER

(SANITARY SEWER)

PROPOSED QUALIFIED SEWER

PROPOSED ROW

EXISTING ROW

PROJECT SITE SUMMARY

STORMWATER SUMMARY TABLE

REMOVE ANY OBSTRUCTIONS PLACED IN MAINTENANCE EASEMENTS THAT MAY IMPEDE MAINTENANCE EQUIPMENT ACCESS.___

PERFORM REGULAR CLEANING SO THAT EACH SEWER SEGMENT IS CLEANED ONCE EVERY FIVE YEARS.___

PERFORM SEWER INSPECTIONS ONCE EVERY FIVE YEARS, MAKE REPAIRS AS NECESSARY.___

PERFORM MANHOLE INSPECTIONS ONCE EVERY FIVE YEARS, MAKE REPAIRS AS NECESSARY.___

QUALIFIED SEWER CONSTRUCTION6.

DEAD OR DAMAGED NON-NATIVE GRASSY AREAS - REPAIR WITH SEEDING WITH FERTILIZATION OR SEEDING TO MATCH.___

REGULAR MOWING TO CONTROL VEGETATION; IT IS RECOMMENDED THAT NATIVE VEGTATION REMAIN UNCUT.___

CHECK FOR INVASIVE VEGETATION, REMOVE WHEN POSSIBLE.___

EVIDENCE OF GRAZING, MOTORBIKES, OR OTHER VEHICLES, REPAIR.___

SUCCESSFULLY STABLISHED.

(50% OF THE SURFACE AREA AFTER SECOND GROWING SEASON). RESEED WITH ALTERNATIVE NATIVE GRASS SPECIES IF ORIGINAL GRASS COVER HAS NOT

NEED FOR PLANTING, RESEEDING, OR SODDING. SUPPLEMENT ALTERNATIVE NATIVE VEGETATION IF A SIGNIFICANT PORTION HAS NOT ESTABLISHED___

VEGETATED AREAS5.

REGULAR MOWING TO CONTROL VEGETATION.___

REGRADE TO PROVIDE POSITIVE DRAINAGE AS NECESSARY.___

RESTORE RIPRAP AS NECESSARY.___

SEED AND SOD ANY ERODED AREAS.___

REMOVE ANY OBSTRUCTIONS THAT HAVE BEEN PLACED IN THE DRAINAGE PATH.___

THE SLOPE AND CROSS-SECTIONAL AREA OF THE DITCH/SWALE SHALL BE VERIFIED DURING THIS INSPECTION.

ANNUAL VISUAL INSPECTIONS SHALL BE PERFORMED THAT VERIFY THE DESIGN CAPACITY OF THE OVERLAND FLOW ROUTES IS MAINTAINED.___

OVERLAND FLOW ROUTES (DITCHES/SWALES)

REPLANT AND RESEED ANY ERODED AREAS.___

RESTORE RIPRAP AT OUTFALLS.___

RESTORE RIPRAP AT OUTFALLS IF EROSION OBSERVED.___

OUT AS NECESSARY.

STORM SEWERS AND CULVERTS SHALL BE CHECKED FOR SILTATION DEPOSITS AT INLETS, OUTLETS, AND WITHIN THE CONDUIT, CLEAN___

VISUALLY INSPECT PIPES BY REMOVING MANHOLE LIDS, MAKE REPAIRS AS NECESSARY.___

STORM SEWERS/CULVERTS

CONSERVATION AREA/DEED RESTRICTED AREA: 0.00 ACRES

PROJECT AREA: 2.96 ACRES (2.38 ACRES 90 N SHARED, 0.58 ACRES LANDMARK)

TOTAL CONTIGUOUS OWNERSHIP: 2.96 ACRES (2.38 ACRES 90 N SHARED, 0.58 ACRES LANDMARK)

07-02-400-001-0000, 07-02-400-003-000PROPERTY INDEX NUMBER(S):

90 N SHARED STREET BETWEEN PROGRESS PARKWAY AND LANDMARK DRIVEPROPERTY ADRESS:

SECTION 2, TOWNSHIP 41N, RANGE 10E, SECTION 11, TOWNSHIP 41N, RANGE 10EPROPERTY LEGAL DESCRIPTION:

STORMWATER/FLOODPLAIN SUMMARY

VOLUME CONTROL

COMPENSATORY STORAGE VOLUME (0-10 YEAR)

COMPENSATORY STORAGE VOLUME (10-100 YEAR)

(AC-FT)

REQUIRED

90 N

PROVIDED

90 N

(AC-FT) (AC-FT) (AC-FT)

REQUIRED

LANDMARK

PROVIDED

LANDMARK

0.096

N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A

0.096 0.032 0.032

REMOVE ACCUMULATED SEDIMENT FROM MANHOLE BOTTOM WHEN 50% OF SUMP IS FILLED.___

RESET COVERS/LIDS ON AS-NEEDED BASIS.___

REMOVE ACCUMULATED LEAVES AND OTHER DEBRIS FROM GRATES.___

STORM INLETS/MANHOLES

INSPECTION SHALL OCCUR BETWEEN MARCH AND NOVEMBER AND INCLUDE THE FOLLOWING SPECIFIC AREAS OF CONCERN:

THE VILLAGE SHALL PERFORM MONTHLY INSPECTIONS OF ALL COMPONENTS OF THE STORMWATER COLLECTION SYSTEM. THE MONTHLY

STORMWATER COLLECTION SYSTEM4.

APPROPRIATE SIGNAGE SHALL BE REPAIRED IF DAMAGED OR ILLEGIBLE.___

ACCUMULATED SEDIMENT FROM SURFACE SHALL BE VACUUMED OUT AND DISPOSED OF PROPERLY.___

SURFACE OF PERMEABLE PAVEMENT SHALL BE CLEANED WITH LOW POWER PRESSURE WASHER.___

FACILITY SHALL BE INSPECTED YEARLY USING THE MONITORING WELLS TO VERIFY THE SYSTEM IS FUNCTIONING PROPERLY.___

AS-NEEDED BASIS. SPECIFIC ITEMS OF CONCERN INCLUDE:

ROUTINE INSPECTIONS AND MAINTENANCE OF VOLUME CONTROL FACILITIES SHALL BE PERFORMED BY THE VILLAGE ON A YEARLY OR

VOLUME CONTROL FACILITY3)

ROADS SHALL BE SWEPT, VACUUMED AND/OR WASHED ON A REGULAR BASIS.___

RIPRAP AREAS SHALL BE REPAIRED WITH THE ADDITION OF NEW RIPRAP, AS NECESSARY, OF SIMILAR SHAPE AND SIZE.___

ACCUMULATED SEDIMENT SHALL BE DISPOSED OF PROPERLY, ALONG WITH ANY WASTES GENERATED DURING MAINTENANCE OPERATIONS.___

AS NECESSARY.

LANDSCAPED AREAS SHALL BE MAINTAINED WITH REGULAR MOWING AND RESTORED WITH APPROPRIATE SEEDING/ VEGETATION ___

LITTER AND DEBRIS SHALL BE CONTROLLED.___

SPECIFIC ITEMS OF CONCERN INCLUDE:

REGULAR INSPECTIONS AND ROUTINE MAINTENANCE OF GENERAL AREAS SHALL BE PERFORMED ON A MONTHLY OR AS-NEEDED BASIS.

GENERAL2)

RESPONSIBILITY FOR THE FOLLOWING PERPETUAL MAINTENANCE ACTIVITIES:

THE VILLAGE OF SCHAUMBURG, WITH FACILITIES AS SHOWN ON THIS EXHIBIT (EXHIBIT R) SHALL ASSUME1)

NOTES:

MAINTENANCE AND MONITORING EXHIBIT

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOTAL

SHEETS

SHEET

NO.

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IL

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H E

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N O

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N

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A T 'N

S

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H 'K

D

B Y

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E D

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C

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C A

D D

F

IL

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DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED SHEET OF SHEETS

M

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-s h t-d r a in a g e a r e a .d g n

F

IL

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

1 1

8DRAINAGE AREA EXHIBIT

TOTAL

SHEETS

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S

C

H 'K

D

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E D

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D

B Y

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N O

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B

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H E

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R T

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C

H E

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C A

D D

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IL

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DESIGNED

CHECKED

DRAWN

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REVISED

REVISED

REVISED SHEET OF SHEETS

M

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Q .d g n

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IL

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M O

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Itasca, Illinois 60143

Two Pierce Place, Suite 1400 www.civiltechinc.com

Tel: 630.773.3900 Fax: 630.773.3975

Itasca, Illinois 60143

Two Pierce Place, Suite 1400

-DATE

KDC

KDC

SUMMARY OF QUANTITIES

O

V

IS

IO

N S P

E C

IA

IT

M

S P

E C

IA

L T

Y

NO.ITEM NO.CODE ITEM UNIT

QUANTITY

TOTAL

X 1 20100110 DIAMETER) UNITS 15 TO (6 REMOVALTREE UNIT 13

2 20101000 FENCETEMPORARY FOOT 1724

3 20200100 EXCAVATIONEARTH YDCU 10584

4 20201200 MATERIAL UNSUITABLE OF DISPOSAL ANDREMOVAL YDCU 2385

5 20400800 EXCAVATIONFURNISHED YDCU 90

X 6 20700220 EMBANKMENT GRANULARPOROUS YDCU 1932

7 20800150 BACKFILLTRENCH YDCU 3219

8 21001000 STABILIZATION GROUND FOR FABRICGEOTECHNICAL YDSQ 544

9 21101505 PLACEMENT AND EXCAVATIONTOPSOIL YDCU 452

X X 10 21101615 4" PLACE, AND FURNISHTOPSOIL YDSQ 200

X 11 25000400 NUTRIENT FERTILIZERNITROGEN POUND 73

X 12 25000500 NUTRIENT FERTILIZERPHOSPHORUS POUND 65

X 13 25000600 NUTRIENT FERTILIZERPOTASSIUM POUND 60

X X 14 25200110 TOLERANT SALTSODDING, YDSQ 4070

X X 15 25200200 WATERINGSUPPLEMENTAL UNIT 221

16 28000250 SEEDING CONTROL EROSIONTEMPORARY POUND 85

TOTAL

SHEETS

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C

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DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED SHEET OF SHEETS

M

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S…