Sidewalk_Plan_Set_-_Plum_Grove_Road_.pdf

INDEX, HIGHWAY STANDARDS, AND COMMITTMENTS

INDEX OF SHEETS

HIGHWAY STANDARDS DISTRICT ONE DETAILS

INDEX OF SHEETS

COMMITMENTS

N/A N/ASCALE: NTS

VILLAGE DETAILS

SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

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COOK

JLT

8/10/2023

F.A.U

SIDEWALK GAP PROGRAM - VILLAGE OF SCHAUMBURG

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VILLAGE OF SCHAUMBURG

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

001006 DECIMAL OF AN INCH AND OF A FOOT

280001-07 TEMPORARY EROSION CONTROL SYSTEMS

PERPENDICULAR CURB RAMPS FOR SIDEWALKS

CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER

TRAFFIC CONTROL DEVICES

729001-01 APPLICATIONS OF TYPES A & B METAL POSTS (FOR SIGNS AND MARKERS)

1 COVER SHEET

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

SCHEDULE OF QUANTITIES

ALIGNMENT, TIES, AND BENCHMARKS

11-13 ADA RAMP DETAILS

DISTRICT 1 DESIGN DETAILS19-25

49-50

701101-05

442101-09

SIDEWALK, CORNER, OR CROSSWALK CLOSURE701801-06

CROSS SECTIONS

424001-11

606001-07

701901-08

000001-07

701421-08

701422-10 LANE CLOSURE, MULTILANE, FOR SPEEDS > 45 MPH TO 55 MPH

LANE CLOSURE, MULTILANE, DAY OPERATIONS ONLY, FOR SPEEDS > 45 MPH TO 55 MPH

701426-09 LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATION, FOR SPEEDS > 45 MPH

OFF-RD OPERATIONS, MULTILANE, MORE THAN 15' AWAY701106-02

OFF-RD OPERATIONS, MULTILANE, LESS THAN 15' TO EOP

14-15

3 GENERAL NOTES

2 INDEX, HIGHWAY STANDARDS, AND COMMITMENTS

COOK COUNTY DEPARTMENT OF TRANSPORTATION AND HIGHWAYS DETAILS

PLUM GROVE ROAD (A) PLAN SHEET10

IDOT DISTRICT ONE HIGHWAY STANDARDS28-48

NONE

NONE

8-9

6-7

16-17

18 RETAINING WALL REPAIR PLAN AND DETAIL

SEGMENTAL BLOCK RETAINING WALL DETAILS (ALTERNATIVE BID ONLY)

MODULAR BLOCK RETAINING WALL DETAILS

728001-01 TELESCOPING STEEL SIGN SUPPORT

720006-04

720001-01 SIGN PANEL MOUNTING DETAILS

SIGN PANEL ERECTION DETAILS

731001-01 BASE FOR TELESCOPING STEEL SIGN SUPPORT

CLASS B PATCHES

TC-26 DRIVEWAY ENTRANCE SIGNING

TC-22 ARTERIAL ROAD INFORMATION SIGN

TC-13 TYPICAL PAVEMENT MARKINGS

TC-10 TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS

BD-24 CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT

BD-22 PAVEMENT PATCHING FOR HMA SURFACED PAVEMENT

BD-08 DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING

26-27

BLA, Inc.

jthede Typewritten Text

51 ATTACHED: LANSCAPE IMPRVOEMENT PLAN FOR MARKET SQUARE

GENERAL NOTES

2SCALE: NTS N/A N/A2

COOK COUNTY DEPARTMENT OF TRANSPORTATION AND HIGHWAYS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

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VILLAGE OF SCHAUMBURG

SPECIFICATIONS, STANDARDS, AND SPECIAL PROVISIONS

UTILITIES

STAKING

SEWERS AND WATER MAINS

BACKFILL

MISCELLANEOUS

SIGNING

SEDIMENTATION AND EROSION CONTROL NOTES

AT&T CORPORATION

LEGAL MANDATE ENGINEER

1000 COMMERCE DRIVE

OAK BROOK, IL 60523

COMCAST CORPORATION

MS. MARTHA GIERAS

MARTHA_GIERAS@CABLE.COMCAST.COM

688 INDUSTRIAL DRIVE

ELMHURST, IL 60126

630-600-6347

COMED

NICOR GAS COMPANY

1844 FERRY ROAD

NAPERVILLE, IL 60563

2 LINCOLN CENTER

OAKBROOK TERRACE, IL 60181

815-477-5258

CONSTRUCTION, METHOD 1 ONLY, OR AS DIRECTED BY THE ENGINEER.

WITH ARTICLE 550.07 OF THE LATEST STANDARD SPECIFICATION FOR ROAD AND BRIDGE

STORM SEWER, WATER MAIN, AND SANITARY SEWER SHALL BE BACKFILLED IN ACCORDANCE 1.

MR. BRUCE KOPPANG

630-573-5660 tg5660@att.com

BKOPPAN@SOUTHERNCO.COM

630-388-3046

PAVING & EXCAVATING

630-536-3139

WOW CABLE COMPANY

MR. PAUL FLINKOW

PAUL.FLINKOW@WOWINC.COM

NAPERVILLE, IL 60563

1674 FRONTENAC ROAD

MR. TIM GERDES

MR. TIMOTHY TAMASON

TIMOTHY.TAMASON@COMED.COM

847-923-6646

SCHAUMBURG, IL 60193

VILLAGE OF SCHAUMBURG

714 S PLUM GROVE ROAD

ALL ELEVATIONS ARE ON NAVD 88 DATUM.2.

OR BASELINE AS SHOWN ON THE PLANS.

DETAILED PLANS FOR STRUCTURES, EDGE OF PAVEMENT, ETC. ARE FROM THE CENTERLINE

EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL OFFSET LOCATIONS GIVEN ON THE

OTHERWISE NOTED. CURB AND GUTTER ELEVATIONS SHOWN AT POINTS OF CURVE, ETC., ARE

ALL RADII FOR PROPOSED CURB AND GUTTER ARE TO THE EDGE OF PAVEMENT, UNLESS 1.

THE CONTRACTOR EXPENSE.

AND/OR EQUIPMENTS IS TO BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER AT

ANY AGGREGATE SUBGRADE CONTAMINATED AND/OR DAMAGED BY THE CONTRACTOR'S VEHICLES 2.

SUBGRADE STABILITY SHALL BE VERIFIED BY PROOF-ROLLING.1.

CBECKERT@SCHAUMBURG.COM

MR. CHRISTOPHER BECKERT

UTILITY COMPANY IN THEIR RELOCATION SHALL BE TO THE SATISFACTION OF THE ENGINEER.

UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. ANY WORK PERFORMED TO ASSIST THE

BE RESPONSIBLE FOR COORDINATING ALL REPAIRS AND/OR REPLACEMENT TO DAMAGED

SURFACE UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND AND 4.

CONTRACTOR.

APPROXIMATE, AND THEIR EXACT LOCATION IS TO BE DETERMINED IN THE FIELD BY THE

SEWERS, AND ANY OTHER PUBLIC OR PRIVATE UTILITIES AS SHOWN ON THE PLANS IS

THE LOCATION OF EXISTING DRAINAGE STRUCTURES, STORM SEWERS, WATER MAINS, SANITARY 3.

IN SECTION 105 OF THE STANDARD SPECIFICATIONS.

EQUIPMENT. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED

LISTED BELOW, PRIOR TO CONSTRUCTION TO DETERMINE THE LOCATION OF ALL UTILITY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL UTILITIES, 2.

REQUIRED BY THE VILLAGE, COUNTY OR STATE WITHIN THE DURATION OF THE CONTRACT.

THE CONTRACTOR SHALL COOPERATE WITH THE VILLAGE IF ANY UTILITY IMPROVEMENTS ARE 1.

THE PLANS.

IN THE APPLICATION OF TRAFFIC CONTROL DEVICES, THE STANDARD SPECIFICATIONS, AND

THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION FOR TRAFFIC AS CALLED FOR 3.

SPECIFICATIONS.

BY THE CONTRACTOR IN ACCORDANCE WITH ARTICLE 107.14 OF THE STANDARD

ALL TRAFFIC CONTROL ADVISORY SIGNS NEEDED FOR CONSTRUCTION ARE TO BE FURNISHED 2.

STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION UNLESS OTHERWISE NOTED.

INTERPRETED AS THE LATEST EDITION OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION

ALL REFERENCES TO STANDARDS IN THE PLANS AND SPECIAL PROVISIONS SHALL BE 1.

IN WHICH THEY ARE LOCATED.

STRUCTURES WILL BE ADJUSTED TO THE FINAL ELEVATION AND CROSS SLOPE OF THE AREA

DETERMINING THE APPROXIMATE OVERALL HEIGHT OF THE STRUCTURE. FRAMES ON ALL

FRAME ELEVATIONS GIVEN ON THE PLANS ARE ONLY TO ASSIST THE CONTRACTOR IN 6.

STRUCTURES "WATER". ALL LIDS SHALL BE STAMPED WITH "VILLAGE OF SCHAUMBURG".

"STORM". FOR SANITARY SEWER STRUCTURES "SANITARY". FOR WATER SYSTEM

HAVE CAST INTO THE LID ONE OF THE FOLLOWING WORDS: FOR STORM SEWER STRUCTURES

ALL FRAMES WITH CLOSED LIDS TO BE FURNISHED, AS PART OF THIS CONTRACT SHALL 5.

REMOVAL SHALL BE REPLACED BY THE CONTRACTOR AT THEIR EXPENSE.

STRUCTURES SHALL REMAIN THE PROPERTY OF THE VILLAGE. ANY ITEMS DAMAGED DURING

ALL FRAMES, GRATES, LIDS, AND BOXES SCHEDULED TO BE REMOVED FROM EXISTING 4.

ACCEPTED AND RELEASED BY EXISTING DRAINAGE FACILITIES.

HAVE THE CAPACITY TO RECEIVE AND DISCHARGE THE STORM WATER FLOW RATES NORMALLY

DRAINS, SEWERS, AND CATCH BASINS. THE CONTRACTOR SHALL PROVIDE FACILITIES WHICH

MAINTAIN IN AN OPERATING CONDITION TEMPORARY OUTLETS AND CONNECTIONS FOR ALL

WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE AND 3.

SHALL BE FREE OF DIRT AND DEBRIS.

WORKING DAY. PRIOR TO ACCEPTANCE OF THE IMPROVEMENT, ALL DRAINAGE STRUCTURES

OBSTRUCTS THE NATURAL FLOW OF WATER SHALL BE REMOVED AT THE CLOSE OF EACH

ALL LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES THAT 2.

INLET FILTERS SHALL BE USED ON ALL EXISTING DRAINAGE STRUCTURES.1.

TO MAINTAIN PROPER SIGN ELEVATIONS.

LONGER POSTS MAY BE REQUIRED AT SOME TEMPORARY OR PERMANENT SIGN LOCATIONS D.

ROADWAY IS COMPLETED.

ALL SIGNS SHALL BE INSTALLED OR RELOCATED IN PERMANENT LOCATIONS AS THE C.

VISIBLE TO TRAFFIC FOR WHICH IT IS INTENDED.

SHALL BE RE-ERECTED AT A TEMPORARY LOCATION IN A WORKMANLIKE MANNER AND BE

MAINTAINED STRAIGHT AND CLEAN FOR THE DURATION OF THE TEMPORARY SETTING AND

INTERFERE WITH HIS WORK DURING CONSTRUCTION OPERATIONS. ALL SIGNS MUST BE

THE CONTRACTOR WILL BE REQUIRED TO TEMPORARILY RESET ALL SIGNS THAT B.

SIGNS SHALL NOT BE MOVED UNTIL PROGRESS OF WORK NECESSITATES IT.A.

ALL WORK INVOLVING SIGNS SHALL BE GOVERNED BY THE FOLLOWING REQUIREMENTS:3.

OVERALL FINAL PUNCH LIST.

THE ENGINEER AND VILLAGE OF SCHAUMBURG MAINTENANCE PERSONNEL AS PART OF THE

TRAFFIC CONTROL AND SIGN PLACEMENT. THERE WILL BE A WALKTHRU ON THE JOBSITE WITH

PRE-QUALIFIED CONTRACTOR PERSONNEL, SUCH AS A SUB CONTRACTOR THAT SPECIALIZES IN

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND BY STATE

ALL SIGNS SHALL BE ERECTED IN STRICT CONFORMANCE WITH SECTION 720 OF THE 2.

REPLACED AT THE CONTRACTOR'S THEIR EXPENSE.

CONDITION OF ALL EXISTING SIGNS. ANY SIGN DAMAGED DURING CONSTRUCTION SHALL BE

SCHAUMBURG MAINTENANCE PERSONNEL SHALL INVENTORY THE LOCATION, SIZE, TYPE AND

PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER AND VILLAGE OF 1.

AND GROUNDCOVER, OUTSIDE THE LIMITS OF CONSTRUCTION.

THE CONTRACTOR SHALL NOT DAMAGE EXISTING PLANT MATERIAL INCLUDING TREES, SHURBS 8.

90 LBS.POTASSIUM FERTILIZER NUTRIENT

90 LBS.NITROGEN FERTILIZER NUTRIENT

ACRE:

USE A FERTILIZER WITH AN ANALYSIS OF 1:1 RATIO AT THE FOLLOWING RATE PER

FERTILIZER NUTRIENTS:7.

OR ADJACENT TO THE IMPROVEMENT.

NOISE POLLUTION. THE CONTRACTOR IS PROHIBITED FROM BURNING ANY MATERIAL WITHIN

THE CONTRACTOR SHALL COMPLY WITH ALL STATE REGULATIONS REGARDING AIR, WATER, AND 6.

WITH CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING

AT LOCATIONS WHERE PROPOSED WORK MEETS EXISTING FEATURES TO REMAIN, THE 5.

CONTRACT.

THE CONTRACTOR SHALL ASCERTAIN EXISTING FIELD CONDITIONS BEFORE BIDDING ON THIS 4.

CONSTRUCTION OF THE PROJECT.

ACCESS, AND PEDESTRIAN ACCESS TO ABUTTING PROPERTY AT ALL TIMES DURING

THE CONTRACTOR SHALL MAINTAIN EXISTING SIDE STREET ACCESS, EXISTING DRIVEWAY 3.

USED IN NIGHT OPERATIONS. LIGHTING MUST BE TURNED OFF BY 9:00 P.M.

VISIBILITY TO THE MOTORING PUBLIC AND ADJOINING AREAS WHEN ARTIFICIAL LIGHTING IS

THE CONTRACTOR SHALL EXERCISE THE UTMOST PRECAUTIONS IN PREVENTING ADVERSE 2.

STATE, OR COUNTY PROPERTY WITHOUT WRITTEN PERMISSION FROM THE VILLAGE.

THE CONTRACTOR SHALL NOT BE ALLOWED TO SET UP A YARD OR FIELD OFFICE ON VILLAGE, 1.

CONTROL DURING CONSTRUCTION.

THE CONTRACTOR WILL ASSSUME RESPONSIBILITY FOR MAINTENANCE OF ALL SOIL EROSION 13.

DISPOSED OF AT LOCATIONS PROVIDED BY THE CONTRACTOR.

ANY OF THE EXCVATED MATERIALS THAT ARE UNSUITABLE FOR EMBANKMENT SHALL BE

EARTH AS SHOWN ON THE CROSS SECTIONS THROUGHOUT THE LIMITS OF THE CONTRACT.

EARTH EXCAVATION SHALL CONSIST OF THE EXCAVATION AND TRANSPORTATION OF ALL 12.

OR GOVERNING AGENCY.

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

THE EROSION-CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM 11.

OTHER APPROVED MEASURE). THIS SHALL BE INCLUDED IN THE COST OF THE CONTRACT.

SEDIMENT-CONTROL MEASURE (e.g., SEDIMENT TRAP, SEDIMENT BASIN, FILTER BAG OR

BE PROTECTED FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE

IF DEWATERING IS NECESSARY, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL 10.

AREA.

AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT-DISPOSAL

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

PARKING AREA. ANY SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY,

LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT-OF-WAY, STREET, ALLEY, OR

MEASURE) SHALL BE LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR

A STABILIZED MAT OF AGGREGATE UNDERLAIN WITH FILTER CLOTH (OR OTHER APPROPRIATE 9.

NOT PERFORMED IN A TIMELY FASHION MAY RESULT IN AN INCIDENCE OF NON-COMPLIANCE.

REPAIRED BY THE CONTRACTOR AS NEEDED WITHIN 24 HOURS OF DISCOVERY. MAINTENANCE

ALL TEMPORARY AND PERMANENT EROSION-CONTROL MEASURES MUST BE MAINTAINED AND 8.

MEASURES ARE NO LONGER NEEDED.

30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY

ALL TEMPORARY EROSION AND SEDIMENT-CONTROL MEASURES SHALL BE REMOVED WITHIN 7.

PROTECTED BY AN APPROPRIATE SEDIMENT-CONTROL.

ALL STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE 6.

SOD, MAT, OR BLANKET IN COMBINATION WITH SEEDING.

AREAS OR EMBANKMENTS HAVING SLOPES GREATER THAN 4H:1V SHALL BE STABILIZED WITH 5.

WILL NOT OCCUR FOR A PERIOD OF FOURTEEN (14) OR MORE CALENDAR DAYS.

PERMANENTLY CEASES ON ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR

HAVE TEMPORARILY OR PERMANENTLY CEASED BUT IN NO CASE MORE THAN ONE (1) DAY

DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY WHERE CONSTRUCTION ACTIVITIES 4.

COMMENCEMENT OF LAND OR EARTH DISTURBANCE OF UPLAND AREAS.

SOIL-EROSION AND SEDIMENT-CONTROL FEATURES SHALL BE CONSTRUCTED PRIOR TO THE 3.

TEMPORARY OR PERMANENT MEASURES.

MEASURES SHALL CONSIDER THE TIME OF YEAR, SITE CONDITIONS, AND THE USE OF

SOIL DISTURBANCE SHALL BE CONDUCTED TO MINIMIZE EROSION. SOIL-STABILIZATION 2.

PLANS FOR THE PROJECT AND THE FOLLOWING COMMENTS.

EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE 1.

PLANS.

STANDARDS FOR TRAFFIC CONTROL DEVICES FOR PAVEMENT MARKING AND SIGNAGE INCLUDED IN THE

TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF COOK COUNTY PER IDOT AND IDOT-DISTRICT 1

TO THE CONSTURCTION OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL REPLACE THE DAMAGED

IF ANY EXISTING PAVEMENT MARKING AND/OR SIGNING ALONG COOK COUNTY ROADWAYS IS DAMAGED DUE 5.

INCLUDED IN THE PLANS FOR OFF-ROAD AND ON-ROAD APPLICATIONS.

A.M. AND 3:00 P.M. FOLLOWING THE APPLICABLE IDOT AND IDOT-DISTRICT 1 TRAFFIC CONTROL STANDARDS

INTO A LANE OPEN FOR TRAFFIC, THAT ACTIVITY SHALL BE RESTRICTED TO WITHIN THE HOURS OF 9:00

TRAFFIC SHALL REMAIN OPEN FOR ALL TRAFFIC AT ALL TIMES. IF ANY ACTIVITY REQUIRES ENCROACHMENT

DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS ALONG COOK COUNTY HIGHWAYS, TWO-WAY 4.

CONSTRUCITON AT THEIR EXPENSE.

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO REPAIR ANY FACILTITIES DAMAGED DURING

BE AT THE EXPENSE OF THE CONTRACTOR. THE LOCATION OF UNDERGROUND TRAFFIC FACILITIES DOES NOT

ELECTRICAL MAINTENANCE CONTRACTOR(S) PRIOR TO THE START OF ANY WORK. ADDITONAL REQUESTS MAY

CONTRACTOR MAY REQUEST ONE FREE LOCATE FOR EXISTING CCDOTH ELECTRICAL FACILTIES FORM THE

ANY WORK. IF THIS CONTRACT DOES NOT REQUIRE THE SERVICES OF ELECTRICAL CONTRACTOR, THE

RESPONSBILE AT THEIR OWN EXPENSE FOR LOCATING EXISTING CCDOTH FACILITIES PRIOR TO PERFORMING

IF THIS CONTRACT REQUIRES THE SERVICES OF AN ELECTRICAL CONTRACTOR, THE CONTRACTOR SHALL BE 3.

MECHANICAL, ELECTRICAL, ARCHITECTURAL, AND LANDSCAPING DIVISION AT 312-603-1734.

THE COUNTY IS NOT PART OF JULIE FOR LOCATION OF TRAFFIC SIGNAL EQUIPMENT, CONTACT THE 2.

NO COST TO THE COUNTY.

DAMAGED, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE CONDUITS, CABLES AND/OR EQUIPMENT AT

CABLES AND EQUIPMENT. IF ANY OF THE TRAFFIC SIGNAL CONDUITS, CABLES AND/OR EQUIPMENT IS

CARE IS TO BE TAKEN AS NOT TO DAMAGE ANY OF THE EXISTING TRAFFIC SIGNAL CONDUITS, FIBER 1.

BLA, Inc.

SUMMARY OF QUANTITIES

1 N/A N/ANTS 1

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VILLAGE OF SCHAUMBURG

NO.CODE ITEM UNIT

QUANTITY

(A)ROAD

GROVE

PLUM

20100110 DIAMETER) UNITS 15 TO (6 REMOVALTREE UNIT 40

20101100 PROTECTION TRUNKTREE EACH 1

20101200 PRUNING ROOTTREE EACH 1

20200100 EXCAVATIONEARTH YDCU 90

20201200 MATERIAL UNSUITABLE OF DISPOSAL ANDREMOVAL YDCU 71

21101615 4" PLACE, AND FURNISHTOPSOIL YDSQ 342

25000400 NUTRIENT FERTILIZERNITROGEN POUND 6

25000600 NUTRIENT FERTILIZERPOTASSIUM POUND 6

25200110 TOLERANT SALTSODDING, YDSQ 342

25200200 WATERINGSUPPLEMENTAL UNIT 1

28000400 BARRIER EROSIONPERIMETER FOOT 590

28000510 FILTERSINLET EACH 3

28001100 BLANKET CONTROL EROSIONTEMPORARY YDSQ 342

35101600 4" B TYPE COURSE, BASEAGGREGATE YDSQ 408

42000060 REINFORCEMENT WIREWELDED YDSQ 68

42001300 COATPROTECTIVE YDSQ 295

42300400 INCH 8 PAVEMENT, DRIVEWAY CONCRETE CEMENTPORTLAND YDSQ 68

42400200 INCH 5 SIDEWALK CONCRETE CEMENTPORTLAND FTSQ 3,061

44000200 REMOVAL PAVEMENTDRIVEWAY YDSQ 107

44000500 REMOVAL GUTTER AND CURBCOMBINATION FOOT 314

44200966 INCH 10 I, TYPE PATCHES, BCLASS YDSQ 3

44200976 INCH 10 IV, TYPE PATCHES, BCLASS YDSQ 332

50100100 STRUCTURES EXISTING OFREMOVAL EACH 1

52200700 WALL RETAINING MODULARPRECAST FTSQ 638

55100500 12" REMOVAL SEWERSTORM FOOT 14

56100065 12" X 12" TEE, MAIN WATER IRONDUCTILE EACH 1

56100900 12" MAINWATER FOOT 150

56105200 12" VALVESWATER EACH 1

56109424 BEND DEGREE 45.00 12" FITTINGS MAIN WATER IRONDUCTILE EACH 2

60146304 4" STRUCTURES FOR UNDERDRAINSPIPE FOOT 189

60248900 LID CLOSED FRAME, 1 TYPE 5'-DIAMETER, A, TYPE VAULTS,VALVE EACH 1

60603800 B-6.12 TYPE GUTTER, AND CURB CONCRETECOMBINATION FOOT 96

60605000 B-6.24 TYPE GUTTER, AND CURB CONCRETECOMBINATION FOOT 238

67100100 MOBILIZATION SUML 1

70107025 SIGN MESSAGECHANGEABLE DACAL 60

78009006 6" LINE - MARKING PAVEMENT URETHANEMODIFIED FOOT 226

85000200 INSTALLATION SIGNAL TRAFFIC EXISTING OFMAINTENANCE EACH 1

88600700 LOOP DETECTORPREFORMED FOOT 40

NO.CODE ITEM UNIT

QUANTITY

(A)ROAD

GROVE

PLUM

A2000320

BURLAPPED AND BALLED CALIPER,2-1/2"

MAPLE), MIYABE STREET (STATE MORTON MIYABEI ACERTREE,

EACH 1

A2008120

BURLAPPED AND BALLED CALIPER, 2-1/2"LINDEN),

LEAF LITTLE (GREENSPIRE GREENSPIRE CORDATA TILIATREE,

EACH 2

B2004566

BURLAPPED AND BALLED FORM,CLUMP

HEIGHT, 6' APPLE), CRAB JEWEL (RED JEWEL RED MALUSTREE,

EACH 1

C2005124

BURLAPPED AND BALLED HEIGHT, 2'CINQUEFOIL),

BUSH (JACKMANS JACKMANII FRUTICOSA POTENTILLASHRUB,

EACH 10

C20098G3

CONTAINER3-GALLON

SPIREA), (FROEBELII FROEBELII BUMALDA X SPIREASHRUB,

EACH 9

D2002972

BURLAPPED ANDBALLED

HEIGHT, 6' PINE), WHITE (EASTERN STROBUS PINUSEVERGREEN,

EACH 1

K0036120 4" PLACEMENTMULCH YDSQ 50

X0100003 GRUBBING ANDCLEARING YDSQ 50

X0322881 TRIMMINGTREE EACH 2

X0326806 BASINWASHOUT SUML 1

X2010400 ONLY REMOVALSTUMP UNIT 5

X2080250 SPECIAL BACKFILL,TRENCH YDCU 125

X5610012 MAIN WATER EXISTINGCAP EACH 3

X5610651 CLSM WITH FILL MAIN, WATER EXISTINGABANDON FOOT 140

X5610712 12" REMOVAL, MAINWATER FOOT 10

X5630712 12" MAIN WATER EXISTING TOCONNECTION EACH 2

X6030310 (SPECIAL) ADJUSTED BE TO LIDS ANDFRAMES EACH 8

X6026622 REMOVED BE TO VAULTSVALVE EACH 1

X7010216 (SPECIAL) PROTECTION, AND CONTROLTRAFFIC SUML 1

Z0013798 LAYOUTCONSTRUCTION SUML 1

Z0030850 SIGNING INFORMATIONTEMPORARY FTSQ 51

Z0051500 SIGNS STREET RESETTING ANDREMOVING EACH 4

Z0056608 INCH 12 REQUIREMENTS) MAIN (WATER SEWERSTORM FOOT 14

Z0064562 REPAIR WALL RETAINING BLOCKSEGMENTAL FTSQ 354

XX000836 DISINFECTION AND TESTINGPRESSURE SUML 1

IRON CAST (SPECIAL), WARNINGSDETECTABLE FTSQ 50

BIDALTERNATIVE

WALL BLOCK CONCRETESEGMENTAL FTSQ 638

TYPICAL SECTIONS - PLUM GROVE ROAD (A)

NTS N/A N/A

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VILLAGE OF SCHAUMBURG

50'

42'

C

A

B

EXISTING TYPICAL SECTION

STATION 30+11.83 TO 35+64.28, PLUM GROVE ROAD (A)

POWER POLE (TYP)

ROADWAY SIGN (TYP)

EXISTING

A

B

C EX. TOPSOIL

EX. COMB. CONCRETE CURB & GUTTER, TY B-6.18

EX. PAVEMENT

-1.0%-10.0%

VARIES

50'

42'

C

A

E X

R .O .W

PROPOSED TYPICAL SECTION

STATION 30+11.83 TO 35+64.28, PLUM GROVE ROAD (A)

PROPOSED

VARIES

VARIES

ROADWAY SIGN (RELOCATED)

1.5%

50'

E X

R .O .W

E X

R .O .W

STATION 30+11.83 TO 31+00.00, PLUM GROVE ROAD (A)

PROPOSED TYPICAL SECTION-RETAINING WALL

B

1.5%

5'

A

C

MAX

3:1

MAX

3:1

PLUM GROVE ROAD

PLUM GROVE ROAD

E A

S E

M E

N T

E X

(REFER TO STRUCTRUAL PLANS)

RETAINING WALL

(BY OTHERS)

POWER POLE (RELOCATED)

7'

E A

S E

M E

N T

P R

TYPE B-6.24

PR COMB. CONCRETE CURB AND GUTTER,

RETAINING WALL

SODDING SALT TOLERANT

TOPSOIL FURNISH AND PLACE 4",

AGG. BASE COURSE, TYPE B 4"

PCC SIDEWALK, 5"

STATION 34+03 TO 34+61

STATION 30+22 TO 31+82

COMB CURB AND GUTTER, TYPE B-6.24

COMB CURB AND GUTTER REMOVAL

STATION 34+03 TO 34+61

STATION 30+05 TO 30+82

CLASS B PATCHES, TYPE IV, 10 INCH

STATION 30+08 TO 31+55

PR D.I. WATERMAIN, 12"

5'

5'

(TYP)

(6% MAX)

1' SHELF

(TYP)

(6% MAX)

1' SHELF

SCHEDULE OF QUANTITIES

1 2

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S c h e d u l e s .d g

DP

DP

VILLAGE OF SCHAUMBURG

IMPROVEMENTSPROPOSED

PROJECT STATION STATION OFFSET

(42400200)

FT) (SQ INCH5

SIDEWALKCONCRETE

CEMENTPORTALND

(42300400) YD)(SQ

INCH 8PAVEMENT,

DRIVEWAYCONCRETE

CEMENTPORTALND

(35101600) YD)(SQ

4" B TYPECOURSE,

BASEAGGREGATE

(60603800)

(FT) B-6.12TYPE

GUTTER,AND

CURBCONCRETE

COMBINATION

(60605000)

(FT) B-6.24TYPE

GUTTER,AND

CURBCONCRETE

COMBINATION

(44200966)YD)

(SQ INCH 10 I,TYPE

PATCHES, BCLASS

(44200976)YD)

(SQ INCH 10 IV,TYPE

PATCHES, BCLASS

(42001300) YD)(SQ

COATPROTECTIVE

(A) ROAD GROVEPLUM

30+00 33+00 LT 1,671 45 231 30 160 0.0 236.0 146

33+00 36+00 LT 1,390 23 177 46 58 3.0 76.0 144

TOTALPROJECT 3,061 68 408 76 218 3.0 312.0 290

DISCRETION ENGINEER'S AT USED BE TO QUANTITYADDITIONAL 0 0 0 20 20 1.0 20.0 5

TOTAL 3,061 68 408 96 238 4 332 295

LANDSCAPING ANDEROSION

PROJECT STATION STATION OFFSET

(28001100) YD)(SQ

BLANKETCONTROL

EROSIONTEMPORARY

(28000400)

(FT)BARRIER

EROSIONPERIMETER

(25000400)

(POUND)NUTRIENT

FERTILIZER

NITROGEN

(25000600)

(POUND)NUTRIENT

FERTILIZER

POTASSIUM

(21101615)YD)

(SQ 4" PLACE,AND

FURNISHTOPSOIL

(25200110)

YD) (SQTOLERANT

SALTSODDING,

(A) ROAD GROVEPLUM

30+00 33+00 LT 182 347 3.4 3.4 182 182

33+00 36+00 LT 160 243 3.0 3.0 160 160

TOTALPROJECT 342 590 6.4 6.4 342 342

SCHEDULE OF QUANTITIES

2 2

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S c h e d u l e s .d g

DP

DP

VILLAGE OF SCHAUMBURG

EARTHWORK - (A) ROAD GROVEPLUM EARTHWORK - (A) ROAD GROVEPLUM EARTHWORK - (A) ROAD GROVEPLUM

CUT FILL UNSUITABLES

STATION (SF)CUT AVERAGE (FT)LENGTH TOTAL (CY)TOTAL STATION (SF)FILL AVERAGE (FT)LENGTH TOTAL (CY)TOTAL STATION (SF)UNSUIT AVERAGE (FT)LENGTH TOTAL (CY)TOTAL

030+00 0.0 030+00 0.0 030+00 0.0

6.47 50.00 323.50 11.98 0 50.00 0.00 0.00 4.075 50.00 203.75 7.55

030+50 12.9 030+50 0.0 030+50 8.2

13.0575 50.00 652.88 24.18 0 50.00 0.00 0.00 6.69 50.00 334.50 12.39

031+00 13.2 031+00 0.0 031+00 5.2

6.5875 50.00 329.38 12.20 0 50.00 0.00 0.00 2.615 50.00 130.75 4.84

031+50 0.0 031+50 0.0 031+50 0.0

1.105 50.00 55.25 2.05 0.105 50.00 5.25 0.19 1.515 50.00 75.75 2.81

032+00 2.2 032+00 0.2 032+00 3.0

2.54 50.00 127.00 4.70 0.19 50.00 9.50 0.35 3.22 50.00 161.00 5.96

032+50 2.9 032+50 0.2 032+50 3.4

2.365 50.00 118.25 4.38 0.215 50.00 10.75 0.40 3.375 50.00 168.75 6.25

033+00 1.9 033+00 0.3 033+00 3.3

2.345 50.00 117.25 4.34 0.13 50.00 6.50 0.24 3.14 50.00 157.00 5.81

033+50 2.8 033+50 0.0 033+50 2.9

2.46 50.00 123.00 4.56 0 50.00 0.00 0.00 2.955 50.00 147.75 5.47

034+00 2.1 034+00 0.0 034+00 3.0

1.885 50.00 94.25 3.49 0 50.00 0.00 0.00 2.2 50.00 110.00 4.07

034+50 1.7 034+50 0.0 034+50 1.4

1.93 50.00 96.50 3.57 0.09 50.00 4.50 0.17 2.245 50.00 112.25 4.16

035+00 2.2 035+00 0.2 035+00 3.1

4.49 50.00 224.50 8.31 0.1235 50.00 6.18 0.23 4.04 50.00 202.00 7.48

035+50 6.8 035+50 0.1 035+50 5.0

3.4 50.00 170.00 6.30 0.0335 50.00 1.68 0.06 2.51 50.00 125.50 4.65

036+00 0.0 036+00 0.0 036+00 0.0

TOTAL 90.06 TOTAL 1.64 TOTAL 71.44

ALIGNMENT, TIES, AND BENCHMARKS

1 N/A N/A1"=50' 2

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 100.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

A T

B e e t .d g

DP

DP

VILLAGE OF SCHAUMBURG

EXISTING ~ PLUM GROVE ROAD

BM #1

BM #2

STATION 30+11.83

BEGIN IMPROVEMENTS

PLUM GROVE ROAD

STATION 35+64.28

END IMPROVEMENTS

PLUM GROVE ROAD

P O a

.0

P a

.5

PLUM GROVE ROAD (A)

30+00 31 32 33 34 35+00 36

ALIGNMENT, TIES, AND BENCHMARKS

N/A N/A1"=20' 2

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 40.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

A e n c h m a r k s

.d g

DP

DP

VILLAGE OF SCHAUMBURG

.9

MANHOLE

HANDHOLE

.3

.4

.4

MANHOLE

POWER POLE

BM #1

NAIL

BM #2

NAIL

TABLE DATACOORDINATE

NAME STATION OFFSET TYPEELEMENT NORTHING EASTING ELEVATION

#1BM 30+12.17 LT102.03' NAILMAGNETIC 1953024.2961 1058277.3860 742.20

#2BM 35+15.93 RT92.25' NAILMAGNETIC 1953528.0767 1058475.9184 744.28

.2 7'

.3

EXISTING ~ PLUM GROVE ROAD

PLUM GROVE ROAD

S C

H A

U M

B U

R

A D

EX. ROW

MOBIL GAS STATION

EXISTING ~ PLUM GROVE ROAD

PLUM GROVE ROAD

EX. ROW

N: 1953510.8693

E: 1058431.7734

STATION 35+00.00 (A)

N: 1953010.8826

E: 1058428.1220

STATION 30+00.00 (A)

EX. EASEMENT

EX. EASEMENT

30+00 31

35+00 36

T C

H

A

M A

T

A

S H

O R

E L I

R

C L

E

MOBIL GAS STATION

SIDEWALK PLAN - PLUM GROVE ROAD (A)

PLUM GROVE ROAD

PLUM GROVE ROAD

S C

H A

U M

B U

A D

11'=10' 1

SHEET

NO.

jthedeUSER NAME =

PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

P l a n

P l a n a n .d g

8/10/2023 SCALE:

RTE.SIDEWALK GAP PROGRAM - VILLAGE OF SCHAUMBURG

DP

DP

VILLAGE OF SCHAUMBURG

EX. R.O.W.

EX. R.O.W.

AGG. BASE COURSE, TYPE B 4"

PCC SIDEWALK 5 INCH

TYPE B-6.12

COMB. CONCRETE CURB AND GUTTER,

GUTTER REMOVAL, 16 LF

COMBINATION CURB AND TYPE B-6.12

COMB. CONCRETE CURB AND GUTTER,

GUTTER REMOVAL, 14 LF

COMBINATION CURB AND

TYPE B-6.12

COMB. CONCRETE CURB AND GUTTER,

GUTTER REMOVAL, 17 LF

COMBINATION CURB AND

TYPE B-6.12

COMB. CONCRETE CURB AND GUTTER,

GUTTER REMOVAL, 18 LF

COMBINATION CURB AND

TYPE B-6.12

COMB. CONCRETE CURB AND GUTTER,

GUTTER REMOVAL, 11 LF

COMBINATION CURB AND

ELEV: 740.34

O/S: 52.11'

STA.: 30+50.00

ELEV: 740.74

O/S: 52.08'

STA.: 31+00.00

ELEV: 741.87

O/S: 48.02'

STA.: 32+00.00

ELEV: 741.94

O/S: 53.02'

STA.: 32+00.00

ELEV: 741.78

O/S: 48.02'

STA.: 32+50.00

ELEV: 741.85

O/S: 53.02'

STA.: 32+50.00

ELEV: 742.00

O/S: 48.01'

STA.: 33+00.00

ELEV: 741.92

O/S: 53.01'

STA.: 33+00.00

ELEV: 742.36

O/S: 48.00'

STA.: 33+50.00

ELEV: 742.29

O/S: 53.00'

STA.: 33+50.00

ELEV: 742.68

O/S: 47.99'

STA.: 34+00.00

ELEV: 742.60

O/S: 52.99'

STA.: 34+00.00

ELEV: 743.71

O/S: 47.98'

STA.: 35+00.00

ELEV: 743.78

O/S: 52.98'

STA.: 35+00.00

ELEV: 744.16

O/S: 47.97'

STA.: 35+23.76

AGG. BASE COURSE, TYPE B 4"

PCC SIDEWALK 5 INCH

POWER POLE TO BE RELOCATED

FOR FURTHER DETAIL (TYP)

SEE ADA RAMP DETAIL SHEETS

FOR FURTHER DETAIL (TYP)

SEE ADA RAMP DETAIL SHEETS

AGG. BASE COURSE, TYPE B 4"

PCC SIDEWALK 5 INCH

AGG. BASE COURSE, TYPE B 4"

PCC SIDEWALK 5 INCH

EXISTING ~ PLUM GROVE ROAD

EXISTING ~ PLUM GROVE ROAD

5'

7'

5' 5'

EX. R.O.W.

EX. R.O.W.

3'

3'

ADJ

ADJ

ADJ

STATION 30+11.83

BEGIN IMPROVEMENTS

PLUM GROVE ROAD

STATION 35+64.28

END IMPROVEMENTS

PLUM GROVE ROAD

TREE REMOVAL

STREET SIGNS

REMOVING AND RESETTING

STREET SIGNS

REMOVING AND RESETTING

ELEV: 744.24

O/S: 52.97'

STA.: 35+21.70

1.5%

1.5%

1.5%

EX. EASEMENT

EX. EASEMENT

5'

10'

OF CURB ELEV)

(MATCH TOP

ELEV: 740.63

O/S: 45.08'

STA.: 31+00.00

OF CURB ELEV)

(MATCH TOP

ELEV: 740.23

O/S: 45.11'

STA.: 30+50.00

10'

(COMED & ILLINOIS BELL CO.)

EXISTING PUBLIC UTILITY EASEMENT

(BUCHANAN ENERGY (BUCKY'S))

EXISTING EASEMENT

(COMED & ILLINOIS BELL CO.)

EXISTING PUBLIC UTILITY EASEMENT

10'ADJ

EX. INLET (TYP.)

EX. SIGN

STRUCTURES)

(REMOVE EXISTING

EX. RETAINING WALL

REMOVE

RELOCATION

STOP SIGN

4'

MULCH PLACEMENT 4"

LANDSCAPING RESTORATION

MULCH PLACEMENT 4"

LANDSCAPING RESTORATION

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

TREE TRUNK PROTECTION

STREET SIGNS

REMOVING AND RESETTING

STREET SIGNS

REMOVING AND RESETTING

8.0%

1.5%

8.0%

6.0%

1.5%

6.0%

THROUGH DRIVEWAY

SIDEWALK TO CONTINUE

THROUGH DRIVEWAY

SIDEWALK TO CONTINUE

AGG. BASE COURSE, TYPE B 4"

PCC DRIVEWAY PAVEMENT, 8 INCH

COMB. CONCRETE CURB AND GUTTER, TYPE B-6.24

GUTTER REMOVAL, 160 LF

COMBINATION CURB AND

COMB. CONCRETE CURB AND GUTTER, TYPE B-6.24

GUTTER REMOVAL, 58 LF

COMBINATION CURB AND

PR. PERM. EASEMENT PR. PERM. EASEMENT

PR. PERM. EASEMENT

PR. PERM. EASEMENT

10'

6"X6" WELDED WIRE MESH

AGG. BASE COURSE, TYPE B 4"

PCC DRIVEWAY PAVEMENT, 8 INCH

ADJ

OF IRRIGATION LINE

CONTRACTOR TO BE AWARE

(SEE STRUCTURAL DETAILS)

PR. MODULAR BLOCK WALL

5'

5'

EX. EASEMENT

EX. EASEMENT

EX. EASEMENT

12'

12'

35'

28'

(SEE STRUCTURAL DETAILS)

PR. MODULAR BLOCK WALL

O/S: 60.00'

STA.: 35+38.64

O/S: 50.00'

STA.: 35+28.62

O/S: 54.71'

STA.: 35+20.66

O/S: 60.00'

STA.: 35+63.43

O/S: 80.00'

STA.: 35+65.00

O/S: 80.00'

STA.: 35+46.03

9'

20'

SOUTH ENDS OF MAIN.

CUT AND CAP NORTH AND

TO BE REMOVED.

EXISTING VALVE VAULT

12"X12"X12" TEE FITTING

CURB ELEV)

(MATCH TOP OF

ELEV: 740.75

O/S: 45.08'

STA.: 31+06.42

CONNECTION TO EXISTING WATER MAIN, 12"

VALVE T/P=734.25

RIM=739.80

WATER VALVES, 12"

VALVE VAULT, TY A, 5' DIA, TY 1 CL

(TO BE ADJ)

EX. INLET (TYP.)

D.I. WM FITTINGS, 12", 45°

150 LF

D.I. WATER MAIN, 12"

WATER MAIN, 12"

CONNECTION TO EXISTING

ADJ

ADJ

10 INCH, 236 SY

CLASS B PATCHES, TYPE IV,

140 LF

ABANDON EXISTING WATER MAIN, FILL WITH CLSM,

CLEARANCE=1.7'

T/W=734.25

B/P= 735.95 (APPROX)

MATCH EXISTING INVERTS

STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH, 14 LF

3) WATER MAIN SHALL BE PLACED APPROXIMATELY 6 FT BELOW EXISTING GRADE

2) SODDING, SALT TOLLERANT AND TOPOSIL, 4" SHALL BE USED FOR RESTORATION OF PARKWAY.

1) ALL INLETS ALONG THE PROJECT LIMITS SHALL BE PROTECTED USING INLET FILTERS

NOTES:

WITH WALL HAVE BEEN RELOCATED

EXISTING UTILITIES IN CONFLICT

DETECTOR LOOP TO BE REMOVED AND REPLACED

CLEARANCE=10.5'

PR WM B/P=735.50

EX SAN T/P=725.00 (APPROX)

WITHOUT DISTURBING PAVEMENT)

SHALL TRY TO REMOVE CURB

(ONLY IF NEEDED, CONTRACTOR

10 INCH, 76 SY

CLASS B PATCHES, TYPE IV,

2.5 SY

TYPE I, 10 INCH

CLASS B PATCHES,

MULCH PLACEMENT 4"

CLEARING AND GRUBING

SHRUB-JACKMAN POTENTILLA (5 EACH)

SHRUB-FROEBEL SPIREA (5 EACH)

CLEARING AND GRUBBING

MULCH PLACEMENT 4"

CLEARING AND GRUBING

MULCH PLACEMENT 4"

SHRUB-JACKMAN POTENTILLA (5 EACH)

SHRUB-FROEBEL SPIREA (4 EACH)

CLEARING AND GRUBING

BALLED AND BURLAPPED

2-1/2" CALIPER, TREE FORM,

(GREENSPIRE LITTLE LEAF LINDEN),

TREE, TILIA CORDATA GREEN SPIRE

STATION: 35+53, OFFSET: 70.5' LT

BLA, Inc.

30+00 31 32 33

33 34 35+00

ADA PLANS AND ELEVATIONS

1"=5'

1 3

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 10.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s e e t .d g

DP

DP

VILLAGE OF SCHAUMBURG

0.5%

.5

1.

%2.0%

.5

% 1.5%

.5

% 5.0% .5

11'

11'7.8'

19 20

24 25 26 28

MOBIL GAS STATION

PLUM GROVE ROAD

EX. R.O.W. EX. R.O.W.

ADJ

EXISTING ~ PLUM GROVE ROAD

PROPOSED RETAINING WALL

EX. EASEMENT EX. EASEMENTEX. EASEMENT

4'

0.8%

EX. R.O.W.

.5

5' 5'1

.5

1.6%1.6%

(BY OTHERS)

UTILITY POLE TO BE RELOCATED

(BY OTHERS)

UTILITY POLE TO BE RELOCATED

PLUM GROVE - ELEVATION TABLE

POINT NO. STATION OFFSET ELEVATION

1 31+41.89 53.03' 741.11

2 31+40.26 53.03' 741.11

3 31+36.43 53.03' 741.13

4 31+34.43 53.03' 741.14

5 31+32.43 53.03' 741.15

6 31+21.43 53.03' 741.37

7 31+38.17 48.03' 741.03

8 31+36.42 48.03' 741.04

9 31+34.42 48.03' 741.05

10 31+32.43 48.03' 741.07

11 31+21.42 48.03' 741.30

12 31+16.42 47.05 741.22

PLUM GROVE - ELEVATION TABLE

POINT NO. STATION OFFSET ELEVATION

13 31+16.43 53.03' 741.30

14 31+30.80 45.08' 741.07 (M.E.)

15 31+37.38 44.94' 740.67 (M.E.)

16 31+40.75 60.10' 741.89 (M.E.)

17 31+39.47 59.04' 742.42 (M.E.)

18 31+77.73 53.03' 741.20

19 31+79.24 53.03' 741.21

20 31+81.24 53.03' 741.24

21 31+83.24 53.03' 741.27

22 31+94.24 53.03' 741.82

23 31+77.32 48.03' 741.12

24 31+78.60 48.03' 741.13

PLUM GROVE - ELEVATION TABLE

POINT NO. STATION OFFSET ELEVATION

25 31+79.24 48.03' 741.14

26 31+81.24 48.03' 741.17

27 31+83.24 48.03' 741.20

28 31+94.24 48.03' 741.75

29 31+99.24 48.03' 741.83

30 31+99.24 53.03' 741.90

31 31+77.05 45.03' 740.92 (M.E.)

32 31+82.24 45.00' 741.34 (M.E.)

33 31+78.86 59.18' 741.66 (M.E.)

34 31+80.37 58.89' 742.02 (M.E.)

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

8.0%

1.5%

8.0%

THROUGH DRIVEWAY

SIDEWALK TO CONTINUE

PR. PERM. EASEMENT

31 32

ADA PLAN AND ELEVATIONS

2 3

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 10.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s e e t .d g

DP

DP

VILLAGE OF SCHAUMBURG

1.9% 0.9%

1.9%

2.0%1.7%

1.1%

.5

.5

.5

.2

1.

% 1.4

3.2' 4.1'

15' 15'

16 17

19 20 21

MARKET SQUARE SCHAUMBURG

EX. R.O.W. EX. R.O.W.

ADJ

ADJ

PLUM GROVE ROAD

EXISTING ~ PLUM GROVE ROAD

EX. EASEMENT EX. EASEMENT

10 11

(BY OTHERS)

SIGN TO BE RELOCATED

(BY OTHERS)

UTILITY POLE TO BE RELOCATED

CAST IRON

DETECTABLE WARNING (SPECIAL),

CAST IRON

DETECTABLE WARNING (SPECIAL),

1.5%

6.0%

6.0%

THROUGH DRIVEWAY

SIDEWALK TO CONTINUE

PR. PERM. EASEMENTPR. PERM. EASEMENT

TABLE ELEVATION - GROVEPLUM

NO.POINT STATION OFFSET ELEVATION

1 34+16.49 52.99' 742.34

2 34+14.87 52.99' 742.35

3 34+11.64 52.99' 742.38

4 34+09.64 52.99' 742.42

5 33+96.64 52.99' 742.66

6 34+13.70 47.99' 742.45

7 34+11.64 47.99' 742.46

8 34+09.64 47.99' 742.48

9 33+96.64 47.99' 742.74

10 34+03.52 45.04' (M.E.)743.01

11 34+12.57 44.99' (M.E.)742.60

12 34+15.60 54.99' (M.E.)742.58

13 34+16.49 52.99' (M.E.)742.16

TABLE ELEVATION - GROVEPLUM

NO.POINT STATION OFFSET ELEVATION

14 34+46.57 52.99' 742.53

15 34+48.25 52.98' 742.54

16 34+52.40 52.98' 742.56

17 34+54.40 52.98' 742.61

18 34+67.40 52.98' 742.96

19 34+50.12 47.98' 742.63

20 34+52.40 47.98' 742.64

21 34+54.40 47.98' 742.67

22 34+67.40 47.98' 742.89

23 34+51.82 45.08' (M.E.)742.82

24 34+61.09 45.03' (M.E.)743.22

25 34+45.80 54.99' (M.E.)742.25

26 34+47.38 54.98' (M.E.)742.90

34 35+00

ADA PLAN AND ELEVATIONS

3 3

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 10.0000 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s e e t .d g

DP

DP

VILLAGE OF SCHAUMBURG

1.9%

0.2%

.0

.0

%5

5'

4.6'

13'

.2

PLUM GROVE ROAD

EX. R.O.W.

MARKET SQUARE SCHAUMBURG

S H

O R

E L I

R

C L

E

EXISTING ~ PLUM GROVE ROAD

(CAST IRON)

DETECTABLE WARNING

(BY OTHERS)

UTILITY POLE TO BE RELOCATED

.5

1.8%

TABLE ELEVATION - GROVEPLUM

NO.POINT STATION OFFSET ELEVATION

1 35+65.81 75.43' 745.50

2 35+64.28 75.45' 745.50

3 35+61.92 75.45' 745.51

4 35+59.28 75.45' 745.51

5 35+65.45 70.45' 745.30

6 35+63.91 70.45' 745.32

7 35+61.91 70.45' 745.36

8 35+59.28 70.45' 745.41

9 35+63.75 68.20' 745.36

10 35+44.21 70.45' 745.17

11 35+51.82 75.45' 745.25

12 35+65.29 68.20' (M.E.)745.15

13 35+64.10 78.52' (M.E.)745.85

14 35+65.36 79.60' (M.E.)745.42

PR. PERM. EASEMENT

PR. PERM. EASEMENT

PR. PERM. EASEMENT

35+00 36

1NTS

M in

47'-3"45'-0" 56'-10" 22'-0"

MODULAR RETAINING WALL - PLUM GROVE ROAD (A)

13'-8"

184'-10"

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2:0 ':" / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S t r u c t u r a l

S t r u c t

W a l l

M o d u l a r .d g

DP

DP

VILLAGE OF SCHAUMBURG

Specifications, 9th Edition

2020 AASHTO LRFD Bridge Design

DESIGN SPECIFICATIONS

TOTAL BILL OF MATERIAL

QUANTITYITEM UNIT

Sq. Ft.

PLAN

Pipe Underdrains for Structures 4" Foot

Existing ROW

In cr e a se

S ta tio n s at Front Face of wall

Top of Sidewalk/Finished Grade

Back of Wall

Finished Ground at

Top of Wall

N

DEVELOPED ELEVATION

Elev. 742.10

O/S 153.79' LT

Sta. 30+06.40

Begin Wall

Existing ROW

Existing Easement

HMA Path

Edge of Existing

O/S 153.79' LT

Sta. 30+06.40

Begin Wall and Gutter

Existing Curb

Electric Line

Existing Underground and Gutter

Existing Curb

Gas Line

Existing Underground of Pavement

Existing Edge and Gutter

Existing Curb Back Face of Wall

Telephone Line

Existing Underground

Water Main

Existing Underground

Front Face of Wall an replaced.

the north side of Schaumburg Road near the intersection of Plum Grove Road. The structure is to be completely removed

Existing Structure: Existing structure is a segmental block retaining wall running along the outside of the HMA path on

Bench Mark: Magnetic Nail at Station 30+12.17, Offset 102.03' LT. (BM #1) Elevation = 742.20 and Front Face of Wall

Edge of Proposed Sidewalk

Electric Line

Underground

Existing

Sidewalk

Edge of Proposed

Grove Road

¡ Existing Plum

(4V:1H)

(Looking at Front Face)

O/S 61.74' LT

Sta. 30+12.40

O/S 52.05' LT

Sta. 30+22.09

Elev. 742.10

O/S 52.05' LT

Sta. 31+00.97

End Wall

1+

P L U

M G

R O

V E R

O A D

S C

H A U

M B U R

G R

O A D

O/S 52.05' LT

Sta. 31+00.97

End Wall

O/S 52.05' LT

Sta. 30+22.09

Turning Point

O/S 61.74' LT

Turning Point

See sheets 3 and 5 for General Notes and Typical Sections.

to the front face of the wall.

Stations and offsets are measured from ¡ Plum Grove road

Note:

Wall to be Removed

Location of Existing Retaining

Removal of Existing Structures Each of Leveling Pad

Bottom of Wall/Top

Elev. 742.77

O/S 52.05' LT

Sta. 30+78.97

Elev. 742.77

O/S 108.88' LT

Sta. 30+09.32

Sanitary Sewer

Existing Underground

Signal to Remain

Existing Traffic

Face of Wall be Reset at Back

Existing Sign to to Remain

Existing Fire Hydrant

Front Face of Wall

Underdrain Outlet

STATION 30+06.40 TO 31+01.57

COOK COUNTY

PLUM GROVE ROAD

SCHAUMBURG ROAD AND

MODULAR RETAINING WALL

GENERAL PLAN

Precast Modular Retaining Wall

Retaining Wall

Installation of Precast Modular

During Removal of Existing Wall and

Contractor Shall Protect Water Main

Front Face of Wall

±740.33

Sta. 30+50

Existing Sidewalk

Utility Vault

Proposed Watermain to be Removed

Existing Valve Vault

2NTS 2

MODULAR RETAINING WALL - PLUM GROVE ROAD (A)

±2'-4"

±2'-4"

±8"

±8"

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2:0 ':" / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S t r u c t u r a l

S t r u c t

W a l l

M o d u l a r .d g

DP

DP

VILLAGE OF SCHAUMBURG

RETAINING WALL

TYPICAL SECTION THRU

(Schaumburg Road, Looking East)

Ground

Existing

Existing HMA Path

M in of Excavation

Approximate Limit of Excavation

Approximate Limit m in

Ground

Finished

V a ri e s

M a x

± 4'-6"

Existing ROW

8'-0" Existing Path

Finished Ground

±1'-0" shall verify the location and depth of all utilities prior to wall construction.

the project limits including water mains and sanitary sewers. The contractor

**The contractor is alerted to the presence of additional utilities within of Excavation

Approximate Limit and Gutter

Existing Curb

± 8'-0"* of Excavation

Approximate Limit

V a ri e s

M a x

S id e w a lk of Excavation

Approximate Limit m in

RETAINING WALL

TYPICAL SECTION THRU

(Plum Grove Road, Looking North)

PJF

M in

Ground

Finished

Existing ROWExisting Easement

Existing Ground

Sidewalk

Top of

See Plan on sheet 24 of 45.

reduces to ±2'-0" near the intersection.

*Distance for the front face of wall to Existing Easement

(BY OTHERS)

and Electric Lines to be Relocated**

Existing Underground Telephone

Sidewalk Varies 5'-0" to 7'-0"

Grove Road

Existing Plum of the Segmental Concrete Block Wall

Existing Path During Removal and Installation

Contractor Shall Protect Against Damage to the

Precast Modular Retaining Wall)

Pad (CA-6) (Cost included in cost of

Min. 6" Compacted Aggregate Leveling

Precast Modular Retaining Wall)

(Cost included in cost of

Porous Granular Embankment

Precast Modular Retaining Wall)

Pad (CA-6) (Cost included in cost of

Min. 6" Compacted Aggregate Leveling

Precast Modular Retaining Wall)

(Cost included in cost of

Porous Granular Embankment

Retaining Wall

Modular Block

Retaining Wall

Modular BlockGeotechnical Filter Fabric

Wrap all around with

Geotechnical Filter Fabric

Wrap all around with filter fabric. Cost included in Pipe Underdrains for Structures 4".

Pipe underdrains shall be outlet at corner of wall. Slope to drain and wrap in

Removal of Existing Structures.

removed to allow for installation of leveling pad and new block wall. Cost included in

The existing concrete block retaining wall on Schaumburg Road is to be completely

Excavation is included in the cost of Segmental Concrete Block Wall.

Block retaining wall shall have 6v:1h batter on exposed face.

Modular wall blocks shall have no exposed saw cuts.

by the Engineer.

Include block dimensions, style and color in shop drawing submittal for approval

Final placement of modular wall blocks to be approved by Engineer in field.

Road and Schaumburg Road. Submit cut sheets to Engineer for approval.

Block style shall be similar to retaining wall at the northeast corner of Plum Grove in Block Wall item.

Concrete Sealer is to be applied to the exposed areas of the walls. Cost included applicable portions of Section 522 of the Standard Specifications.

Wall to be paid for as Precast Modular Retaining Wall and be in accordance with

4" � Pipe Underdrain, outlet

4" � Pipe Underdrain, outlet

Note:

1NTS

M in

47'-3"45'-0" 22'-0"

SEGMENTAL RETAINING WALL ALTERNATE - PLUM GROVE ROAD (A)

56'-10"13'-8"

184"-10"

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.00 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S t r u c t u r a l

S t r u c t

W a l l S e g m e n t a l .d g

DP

DP

VILLAGE OF SCHAUMBURG

Specifications, 9th Edition

2020 AASHTO LRFD Bridge Design

DESIGN SPECIFICATIONS

TOTAL BILL OF MATERIAL

QUANTITYITEM UNIT

Segmental Concrete Block Wall Sq. Ft.

PLAN

Pipe Underdrains for Structures 4" Foot

Existing ROW

In cr e a se

S ta tio n s at Front Face of wall

Top of Sidewalk/Finished Grade

Back of Wall

Finished Ground at

Top of Wall

N

DEVELOPED ELEVATION

Elev. 742.10

O/S 153.79' LT

Sta. 30+06.40

Begin Wall

Existing ROW

Existing Easement

HMA Path

Edge of Existing

O/S 153.79' LT

Sta. 30+06.40

Begin Wall and Gutter

Existing Curb

Electric Line

Existing Underground and Gutter

Existing Curb

Gas Line

Existing Underground of Pavement

Existing Edge and Gutter

Existing Curb

Back Face of Wall Telephone Line

Existing Underground

Water Main

Existing Underground

Front Face of Wall an replaced.

the north side of Schaumburg Road near the intersection of Plum Grove Road. The structure is to be completely removed

Existing Structure: Existing structure is a segmental block retaining wall running along the outside of the HMA path on

Bench Mark: Magnetic Nail at Station 30+12.17, Offset 102.03' LT. (BM #1) Elevation = 742.20 and Front Face of Wall

Edge of Proposed Sidewalk

Electric Line

Underground

Existing

Sidewalk

Edge of Proposed

Grove Road

¡ Existing Plum

(4V:1H)

(Looking at Front Face)

O/S 61.71' LT

O/S 52.05' LT

Sta. 30+22.09

Elev. 742.10

O/S 52.05' LT

Sta. 31+00.97

End Wall

1+

P L U

M G

R O

V E R

O A D

S C

H A U

M B U R

G R

O A D

O/S 52.05' LT

Sta. 31+00.97

End Wall

O/S 52.05' LT

Sta. 30+22.09

Turning Point

O/S 61.74' LT

Turning Point

See sheets 3 and 5 for General Notes and Typical Sections.

to the front face of the wall.

Stations and offsets are measured from ¡ Plum Grove road

Note:

Wall to be Removed

Location of Existing Retaining

Removal of Existing Structures Each of Leveling Pad

Bottom of Wall/Top

Elev. 742.77

O/S 52.05' LT

Sta. 30+78.97

Elev. 742.77

O/S 108.87' LT

Sta. 30+09.32

Sanitary Sewer

Existing Underground

Signal to Remain

Existing Traffic

Face of Wall be Reset at Back

Existing Sign to to Remain

Existing Fire Hydrant

Segmental Concrete Block Wall

During Removal and Installation of

Contractor Shall Protect Water Main

Front Face of Wall

STATION 30+06.40 TO 31+00.97

COOK COUNTY

PLUM GROVE ROAD

SCHAUMBURG ROAD AND

WALL ALTERNATE

SEGMENTAL RETAINING

GENERAL PLAN

±740.74

±740.33

Sta. 30+50

Front Face of Wall

FOR ALTERNATIVE BID

Existing Sidewalk

Utility Vault

Proposed Watermain to be Removed

Existing Valve Vault

2NTS 2

SEGMENTAL RETAINING WALL ALTERNATE - PLUM GROVE ROAD (A)

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.00 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S t r u c t u r a l

S t r u c t

W a l l S e g m e n t a l .d g

DP

DP

VILLAGE OF SCHAUMBURG

RETAINING WALL

TYPICAL SECTION THRU

(Schaumburg Road, Looking East)

Ground

Existing

Existing HMA Path

M in

Segmental Concrete Block Wall)

Pad (CA-6) (Cost included in cost of

Min. 6" Compacted Aggregate Leveling

Min.

1'-0" of Excavation

Approximate Limit

Filter Fabric

Wrap with Geotechnical

Block Wall)

Segmental Concrete

(Cost included in cost of

Porous Granular Embankment of Excavation

Approximate Limit m in

Ground

Finished

Retaining Wall

Segmental Block

V a ri e s

M a x

± 4'-6"

Existing ROW

8'-0" Existing Path

Finished Ground

±1'-0" shall verify the location and depth of all utilities prior to wall construction.

the project limits including water mains and sanitary sewers. The contractor

**The contractor is alerted to the presence of additional utilities within at 40' centers maximum

4" � Pipe Underdrain, outlet of Excavation

Approximate Limit and Gutter

Existing Curb

± 8'-0"*

Retaining Wall

Segmental Block of Excavation

Approximate Limit

Filter Fabric

Wrap with Geotechnical

Block Wall)

Segmental Concrete

(Cost included in cost of

Porous Granular Embankment

V a ri e s

M a x

S id e w a lk of Excavation

Approximate Limit m in

Segmental Concrete Block Wall)

Pad (CA-6) (Cost included in cost of

Min. 6" Compacted Aggregate Leveling

RETAINING WALL

TYPICAL SECTION THRU

(Plum Grove Road, Looking North)

Min.

1'-0"

PJF

M in

Ground

Finished

Existing ROWExisting Easement

Existing Ground

Sidewalk

Top of

See Plan on sheet 24 of 45.

reduces to ±2'-0" near the intersection.

*Distance for the front face of wall to Existing Easement at 40' centers maximum

4" � Pipe Underdrain, outlet

(BY OTHERS)

and Electric Lines to be Relocated**

Existing Underground Telephone

Sidewalk Varies 5'-0" to 7'-0"

Grove Road

Existing Plum of the Segmental Concrete Block Wall

Existing Path During Removal and Installation

Contractor Shall Protect Against Damage to the

FOR ALTERNATIVE BID

Note:

filter fabric. Cost included in Pipe Underdrains for Structures 4".

Pipe underdrains shall be outlet at 40' centers maximum. Slope to drain and wrap in

Removal of Existing Structures.

removed to allow for installation of leveling pad and new block wall. Cost included in

The existing concrete block retaining wall on Schaumburg Road is to be completely

Excavation is included in the cost of Segmental Concrete Block Wall.

Block retaining wall shall have 6v:1h batter on exposed face.

Segmental wall blocks shall have no exposed saw cuts.

by the Engineer.

Include block dimensions, style and color in shop drawing submittal for approval

Final placement of segmental wall blocks to be approved by Engineer in field.

the northeast corner of Plum Grove Road and Schaumburg Road.

Block style shall be Unilock Pisa2, Sandstone, 6" tall, to match retaining wall at in Block Wall item.

Concrete Sealer is to be applied to the exposed areas of the walls. Cost included applicable portions of Section 522 of the Standard Specifications.

Wall to be paid for as Segmental Concrete Block Wall and be in accordance with

Use Unilock (PISA II) wall, Sandstone color per Standard Specifications.

V ri e s

Min.

1'-0"

KP

KP

2/10/2023 NTS

1 1

NORTHEAST RETAINING WALL REPAIRS

TOTAL

SHEETS

SHEET

NO.RTE.

jthedeUSER NAME =

PLOT SCALE = 2.00 ' / in.

PLOT DATE = 11/3/2023 DATE

DESIGNED

CHECKED

DRAWN

REVISED -

REVISED

h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

S t r u c t u r a l

S t r u c t

W a l l r n p a i r s .d g

SCALE:

50VILLAGE OF SCHAUMBURG

PLAN

RETAINING WALL

TYPICAL SECTION THRU

N and Gutter

Existing Curb

Existing Sidewalk

Location 1

Location 2

Location 3

Location 4

Location 5

Location 6

Location 7

Exist. Ground of Excavation

Approximate Limit

Finished Ground

SCHAUMBURG ROAD

REPAIR LOCATIONS

Approx. Width (Ft.) Approx. Height (Ft.) Total Area (Sq. Ft.)

Location 1

Location 2

Location 3

Location 4

Location 5

Location 6

Location 7

Location 8

Additional to be Used at Engineer's Discretion

Total Repair Area

Existing ROW

Telephone Line

Existing Underground

Gas Line

Existing Underground

S e e T a b le

Cap Block

Existing

Retaining Wall

Segmental Block

Existing

Min. 6" Compacted Aggregate (CA-6) to raise

Existing Aggregate

5 6 30

Location 8

Filter Fabric if present

Re-wrap with Geotechnical

Note:

TOTAL BILL OF MATERIAL

QUANTITYITEM UNIT

Segmental Block Retaining Wall Repair Sq. Ft. 354

Concrete Block Wall Repair)

(Cost included with cost of Segemental

Re-use Granular Porous Embankment of Segemental Concrete Block Wall Repair) maximum if present (Cost included with cost end of wall repair area or at 40'-0" centers

Re-install 4" Ø Pipe Underdrain, outlet at

Locations shall be verifies by the Engineer in the field prior to repair.

COOK 1950

COOK 2050

COOK 2150

COOK 2250

COOK 2350

COOK 2450

COOK 2550

TOTAL

NO.

SHEET

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

TOTAL

.0

.0

.0

.0

33+50.00 35+50.00

CROSS SECTIONS - PLUM GROVE ROAD (A)

U N

S U I T

A B

L

.9

Q

F

F I

.1

C U

.8

U N

S U I T

A B

L

.0

F I

C

U N

S U I T

A B

L

.4

F I

C

.7

U N

S U I T

A B

L

F I

.2

C

N O

O K

O R

IG

IN

A L

S U R V E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F

IN

A L

S U R V E Y

SHEET

NO.RTE.

jthede=USER NAME

20.0009 ' / in.=PLOT SCALE

11/3/2023=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED

DRAWN

SHEET OF SHEETS STA. TO STA.

DATE

SCALE: 1"=5' VT

SCALE: 1"=10' HZF

I h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

X e e t .d g n

COOK

X I S

T I

N T

E R

L I

A D

N O

T E

S T

A T I O

N I N

G

S

BLA, Inc.

N O

O K

O R

IG

IN

A L

S U R V E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F

IN

A L

S U R V E Y

SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.

F.A.

RTE.

SCALE:

jthede=USER NAME

20.0009 ' / in.=PLOT SCALE

11/3/2023=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED

DRAWN

SHEET OF SHEETS STA. TO STA.

-DATE

VILLAGE OF SCHAUMBURG

DP

DP

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

E x

E le c t r ic

E x

E le c t r icE x

T e l.

740.36

.5

PR PERM EASEMENT

EX EASEMENT

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

E x

E le c t r ic

E x

E le c t r icE x

T e l.

742.68

.5

PR PERM EASEMENT

EX EASEMENT

EX ROW EX ROW EX ROW

N

N

N

N

EX ROW

N

E x

E le c t r ic

E x

E le c t r icE x

T e l.

PR PERM EASEMENT

EX EASEMENT

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N E x

E le c t r ic

E x

E le c t r icE x

T e l.

.5

743.71

PR PERM EASEMENT

EX EASEMENT

.0

1+

.0

1+

.0

.0

.0

.0

30+50.00 33+00.00

CROSS SECTIONS - PLUM GROVE ROAD (A) 49

U N

S U I T

A B

L

F I

C

U N

S U I T

A B

L

F I

C

U N

S U I T

A B

L

F I

C

U N

S U I T

A B

L

F I

C

U N

S U I T

A B

L

.4

F I

C

U N

S U I T

A B

L

.3

F I

.3

C

N O

O K

O R I G I N

A L

S U

R V

E Y

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

N O

O K

N O

B Y

D A

T E

S U

R V

E Y

E D

P L

O T

T E

D

T E

M P

L A

T E

A R

E A

S

A R

E

E C

K E

D

F I N

A L

S U

R V

E Y

SHEET

NO.RTE.

jthede=USER NAME

20.0000 ' / in.=PLOT SCALE

11/3/2023=PLOT DATE

DESIGNED REVISED

REVISED

REVISED

REVISED

CHECKED

DRAWN

SHEET OF SHEETS STA. TO STA.

DATE

SCALE: 1"=5' VT

SCALE: 1"=10' HZF

I h a u m b u a s e

I I

S i d e w a u d y

C A e e t s

X e e t .d g n

COOK

X I S

T I

N T

E R

L I

A D

N O

T E

S T

A T I O

N I N

G

S

EX ROW EX ROW EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N E x

E le c t r ic

E x

E le c t r ic

E x

T e l.

EX EASEMENT

.5

740.23

P R

EX ROW EX ROW EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

EX ROW 1

N

E x

E le c t r ic

E x

E le c t r ic

E x

T e l.

EX EASEMENT

.5

740.63

P R

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

NE

x

E le c t r ic

E x

E le c t r ic

E x

T e l.

EX EASEMENT

.5

.0

P R

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N E x

E le c t r ic

E x

E le c t r icE x

T e l.

.5

741.87

PR PERM EASEMENT

EX EASEMENT

EX ROW EX ROW EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

EX ROW

N

E x

E le c t r ic

E x

E le c t r icE…