SUMMARY OF QUANTITIES · bituminous materials (prime coat) sq. yd. foot ... bituminous materials (tack coat) pound 226 1,944 40 372 ... dan checked drawn

UNIT QUANTITYITEM

SUMMARY OF QUANTITIES

ITEM NO.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

TEMPORARY EROSION CONTROL SEEDING POUND

50

22

BITUMINOUS MATERIALS (PRIME COAT)

SQ. YD.

FOOT

FOOT

EROSION CONTROL BLANKET

TEMPORARY DITCH CHECKS

PERIMETER EROSION BARRIER

POUND

23

*

359

24

CU. YD.

25

26

AGGREGATE SUBGRADE IMPROVEMENT TON

SUMMARY OF QUANTITIES

SHEET NO. 1 OF 1 SHEETS

*SPECIAL PROVISION.

1

AGGREGATE SHOULDERS, TYPE B

FOOT

REMOVAL OF EXISTING STRUCTURES

EARTH EXCAVATION (SPECIAL)

TON

PIPE CULVERTS, CLASS D, TYPE 1 24"

CU. YD. 178TRENCH BACKFILL

84STONE RIPRAP, CLASS A4 SQ. YD.

52FILTER FABRIC SQ. YD.

POUND 226BITUMINOUS MATERIALS (TACK COAT)

1,944

40

372

1,227

HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ. YD. 27

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 157

223HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ. YD.

HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50 TON 64

61

CONCRETE STRUCTURES 10.7

POUNDREINFORCEMENT BARS, EPOXY COATED 11,040

CONCRETE BOX CULVERTS CU. YD. 73.1

27

28

30

31

FOOT

FOOT

PRECAST CONCRETE BOX CULVERTS 9'X8'

PRECAST CONCRETE BOX CULVERTS 12'X8'

47

EACH 1METAL END SECTIONS, EQUIVALENT ROUND - SIZE 24"

224

FOOTPIPE CULVERTS, CLASS D, TYPE 1 EQUIVALENT ROUND - SIZE 24" 12

PAINT PAVEMENT MARKING - LINE 4" FOOT 122

158SQ. YD.MEMBRANE WATERPROOFING FOR BURIED STRUCTURES

CU. YD.

POROUS GRANULAR BACKFILL, SPECIAL CU. YD. 417

SEEDING, CLASS 2 (SPECIAL) 0.40ACRE

TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L. SUM 1

*

*

*

*

*

2

709

*

L. SUM

56.2

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

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UNION DITCH NUMBER 1

SOMONAUK ROAD AND GURLER ROAD OVER

DEKALB COUNTY NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH

WHA# 1003D17CORTLAND/PIERCE ROAD DIST.

12 22 17-00264-00-BR DEKALB

GENERAL NOTES & SCHEDULE OF QUANTITIES


NO OVERHAUL HAS BEEN COMPUTED AND NONE SHALL BE PAID FOR FROM ANY SOURCE.

GENERAL NOTES:

UTILITIES IS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR.

IN THE PLANS ARE NOT TO BE TAKEN AS EXACT. EXACT LOCATION OF ALL FIELD TILES AND

THE LOCATION OF EXISTING FIELD TILES AND ANY OTHER PUBLIC OR PRIVATE UTILITIES AS SHOWN

OF THE OWNER AT THE CONTRACTOR'S EXPENSE.

PROPERTY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION

OPERATIONS AS OUTLINED IN ARTICLE 107.39 OF THE STANDARD SPECIFICATIONS. ANY UTILITY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY DURING CONSTRUCTION

CONSTRUCTION LIMITS INCLUDE:

THE UTILITIES LOCATED WITHIN THE PROJECT LIMITS OR IMMEDIATELY ADJACENT TO THE PROJECT

SURVEYOR, OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION.

ALL PROPERTY MARKERS, MONUMENTS, AND RIGHT OF WAY PINS UNTIL THE OWNER, AN AUTHORIZED

BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE

WHERE SECTION OR SUBSECTION MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED

CONSTRUCTION.

SHALL NOTIFY THE RESPECTIVE UTILITIES TO MAKE THE NECESSARY ADJUSTMENTS PRIOR TO

UTILITIES PRIOR TO CONSTRUCTION AND SHALL NOT BE INCLUDED IN THE CONTRACT. THE CONTRACTOR

ALL UTILITY POLES, GAS PIPES, ETC. IN THE WAY OF THE IMPROVEMENTS SHALL BE MOVED BY THE

CONSTRUCTION OPERATIONS NEAR THEM TO PREVENT DAMAGE.

ARE NOT TO BE TAKEN AS EXACT. THE CONTRACTOR SHALL USE SPECIAL CARE WHEN CONDUCTING

THE LOCATION AND ELEVATION OF THE VARIOUS UNDERGROUND UTILITIES AS SHOWN ON THE PLANS

STOCKPILING OUTSIDE THE LIMITS OF CONSTRUCTION.

MATERIAL FROM THE PROJECT OR INITIATING ANY EARTHMOVING ACTIVITIES, INCLUDING TEMPORARY

ALL BORROW/WASTE/USE SITES MUST BE APPROVED BY THE DEPARTMENT PRIOR TO REMOVING ANY

SCHEDULE OF QUANTITIES

PERMIT MUST BE ADHERED TO.

A NATIONWIDE 404 PERMIT HAS BEEN ISSUED FOR THIS PROJECT AND THE CONDITIONS OF THAT

TO BE INCLUDED IN THE CONTRACT UNIT PRICE BID PER CUBIC YARD FOR EARTH EXCAVATION (SPECIAL).

STATED ON THE PLANS, THE EXISTING SHALL BE SAWED IN A NEAT, STRAIGHT LINE. COST OF SAWING

WHERE THE PROPOSED CONSTRUCTION MEETS AN EXISTING BITUMINOUS SURFACE, OR WHERE SAWING IS

REMARKSSTATION

PROJECT TOTAL

144

REMARKSSTATION

PROJECT TOTAL

89

OTHERWISE NOTED IN THE PLANS OR SPECIAL PROVISIONS.

AND 501.05 OF THE STANDARD SPECIFICATIONS, WITHOUT ADDITIONAL COMPENSATION, UNLESS

STRUCTURES) WITHIN THE RIGHT OF WAY SHALL BE REMOVED IN ACCORDANCE WITH ARTICLE 501.04

AND EXISTING STRUCTURES (INCLUDING FOUNDATIONS, WALLS, CISTERNS, OR OTHER UNDERGROUND

EXISTING WELLS SHALL BE SEALED IN ACCORDANCE WITH SECTION 672 OF THE STANDARD SPECIFICATIONS,

TRENCH BACKFILL

AGGREGATE SUBGRADE IMPROVEMENT

372

TON

12"

CU YD

REMARKSSTATION

PROJECT TOTAL

134

144

SOMONAUK ROAD

153

464

594

455

LT. STA. 499+00 - 499+81

RT. STA. 500+04 - 500+85

LT. STA. 500+24 - 500+85

GURLER ROAD

LT. STA. 198+35 - 199+65

RT. STA. 198+81 - 199+68

LT. STA. 200+33 - 201+00

REMARKSSTATION

PROJECT TOTAL

SOMONAUK ROAD

LT. STA. 499+00 - 499+81

RT. STA. 500+04 - 500+85

LT. STA. 500+24 - 500+85

GURLER ROAD

LT. STA. 198+35 - 199+65

RT. STA. 198+81 - 199+68

LT. STA. 200+33 - 201+00


SQ. YD.

TEMPORARY EROSION CONTROL SEEDING

POUND

3

3

3

10

12

9

40

REMARKSSTATION

PROJECT TOTAL

SOMONAUK ROAD

GURLER ROAD

10

10

10

10

10

50

TEMPORARY DITCH CHECKS

LT. STA. 499+00

FOOT

LT. STA. 500+66

RT. STA. 500+60

RT. STA. 199+06

LT. STA. 199+28

REMARKSSTATION

PROJECT TOTAL

SOMONAUK ROAD

LT. STA. 499+00 - 499+15

LT. STA. 500+62 - 500+85

GURLER ROAD

LT. STA. 198+35 - 199+40

RT. STA. 198+81 - 199+73

15

44

56


FOOT

124

120

359

SOMONAUK ROAD

215 12"

12"

GURLER ROAD

STA. 500+05.92 - 500+85.00

STA. 199+00.00 - 199+88.53

STA. 200+11.03 - 200+34.66 13

REMARKSSTATION

PROJECT TOTAL

475

SOMONAUK ROAD

708

GURLER ROAD

STA. 500+05.92 - 500+85.00

STA. 199+00.00 - 199+88.53

STA. 200+11.03 - 200+34.66 44

BITUMINOUS MATERIALS (PRIME COAT)

POUND

0.25 LB./SQ. FT. OVER AGG.



REMARKSSTATION

PROJECT TOTAL 226

SOMONAUK ROAD

GURLER ROAD

STA. 499+49.42 - 500+05.92

STA. 199+00.00 - 199+88.53

STA. 200+11.03 - 200+34.66 4

POUND

BITUMINOUS MATERIALS (TACK COAT)

STA. 500+05.92 - 500+85.00

STA. 200+11.03 - 200+34.66 46

0.05 LB./SQ. FT. OVER MILLED

0.05 LB./SQ. FT. OVER MILLED

66

44

66

SOMONAUK ROAD

89

STA. 500+33.00 EX 5'X4' BOX CULVERT & DROP BOX

GURLER ROAD

STA. 199+62.80

178

EX 40" CMP

EMAIL: [email protected]

ATTN: DONNA

ATT (DISTRIBUTION)

PH: (847) 420-9115

PLANO, IL 60545

866 ROCK CREEK RD.

ATTN: CARL DONAHUE

ATT (TRANSMISSION)

PH: (815) 597-5103

GARDEN PRAIRIE, IL 61038

6925 GARDEN PRAIRIE

ATTN: PATRICK MCGRAW

MEDIACOM

PH: (815) 895-1515

SYCAMORE, IL 60178

112 ELM STREET

ATTN: KALIN HINSHAW

FRONTIER COMMUNICATIONS

ROCHELLE, IL 61068

515 LINCOLN HIGHWAY

ATTN: NOAH CARMICHAEL

C/O FEHR-GRAHAM

TOWN OF CORTLAND

PH: (630) 388-2362

NICOR GAS

ROCKFORD, IL 61109

123 ENERGY AVE.

COMED

PH: (309) 838-4941

BLOOMINGTON, IL 61705

20025 E. 1400 NORTH RD.

ATTN: BILL FRANK

PEG BANDWIDTH, LLC

[email protected]

ATTN: DEAN BOYER

MCI

ATTN: ADAM VICKERY

WINDSTREAM KDL

PH: (815) 467-4633

CHANNAHON, IL 60410

23823 AMOCO ROAD

ATTN: CLAY STANLEY

GUARDIAN PIPELINE

PH: (815) 991-2451

DEKALB, IL 60115

1930 STATE STREET

ATTN: ROGER ENGLE

DEKALB FIBER OPTICS

PH: (224) 229-5862

ELMHURST, IL 60126

688 INDUSTRIAL DRIVE

ATTN: MARTHA GIERAS

COMCAST

PH: (715) 838-4406

ATTN: DICK HAMMETTER

WISCONSIN INDEPENDENT NETWORK

PH: (847) 809-2590

ATTN: JEREMY LIN

VILLAGE OF MAPLE PARK

PH: (563) 349-0314

BETTENDORF, IA 52722

P.O. BOX 265

ATTN: BRADY GLAZEBROOK

MAGELLAN MIDSTREAM PARTNERS

PH: (708) 955-6659

ATTN: JAMES BURTON

SPRINT

PH: (815) 756-9513

DEKALB, IL 60115

1826 BARBER GREENE ROAD

ATTN: NATHAN SCHWARTZ

DEKALB COUNTY HIGHWAY DEPT.

EARTH EXCAVATION (SPECIAL).

PLANS. COST OF REMOVAL TO BE INCLUDED IN THE CONTRACT UNIT PRICE BID PER CUBIC YARD FOR

SHALL BE REMOVED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY THE OWNER OR BY THESE

EXISTING MAIL BOXES, STREET SIGNS AND TRAFFIC SIGNS THAT ARE WITHIN THE CONSTRUCTION LIMITS

STANDARD SPECIFICATION FOR TOP SOIL.

MUST BE COHESIVE SOIL CAPABLE OF SUPPORTING VEGETATION COMPLYING WITH SECTION 211 OF THE

THE FINAL TOP FOUR INCHES OF SOIL IN ANY RIGHT-OF-WAY AREA DISTURBED BY THE CONTRACTOR

CONTROL BLANKET INSTALLED TO THE SATISFACTION OF THE ENGINEER.

ALL DISTURBED GROUND WITHIN THE PROJECT LIMITS SHALL BE SEEDED, FERTILIZED, AND EROSION

1,944

LT. STA. 201+00

1,227

0.025 LB./SQ. FT. OVER BINDER



3

REVISED -

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ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB X

REMARKSSTATION

PROJECT TOTAL

REMARKSSTATION

PROJECT TOTAL

REMARKSSTATION

REMARKSSTATION

PROJECT TOTAL

SCHEDULE OF QUANTITIES - CONT.

REMARKSSTATION

PROJECT TOTAL

0.03

0.40

0.03

LOCATION

CU YD CU YD CU YD CU YD

EMBANKMENT

25%

SHRINKAGE

FOR

ADJUSTED

EXCAVATION

EARTH

112149

HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50

AGGREGATE SHOULDERS, TYPE B

PIPE CULVERTS, CLASS D, TYPE 1 24"

SEEDING, CLASS 2 (SPECIAL)

LT. STA. 200+59.31

29

25

7

9

5

22

18

61

12

12

*

FOOT

FOOT

TON

TON

6"

6"

6"

6"

1 1/2" - 112 LBS/SQ.YD./IN.

1 1/2" - 112 LBS/SQ.YD./IN.

ACRE

(SPECIAL)

EXCAVATION

EARTH

GENERAL NOTES & SCHEDULE OF QUANTITIES


SOMONAUK ROAD

STA. 499+49.42 - 500+85.00

10 1 1/2" - 112 LBS/SQ.YD./IN.

PROJECT TOTAL 64

GURLER ROAD

STA. 199+00.00 - 199+88.53

STA. 200+11.03 - 200+34.66

SOMONAUK ROAD

GURLER ROAD

LT. STA. 499+00.00 - 499+50.75

RT. STA. 500+18.36 - 500+85.00

LT. STA. 500+54.74 - 500+85.00

LT. STA. 199+00.00 - 199+85.16

RT. STA. 199+00.00 - 199+89.66 6"

GURLER ROAD

LT. STA. 198+40 - 199+50 224 2- 24" SMOOTH WALLED PIPES

224

GURLER ROAD

SOMONAUK ROAD

REMARKSSTATION

PROJECT TOTAL

121

223

SOMONAUK ROAD

SQ. YD.

102

GURLER ROAD

STA. 499+59.42 - 500+05.92

STA. 200+11.03 - 200+34.66

REMARKSSTATION

PROJECT TOTAL

EACH

GURLER ROAD

METAL END SECTIONS, EQUIVALENT ROUND - SIZE 24"

1

1

SOMONAUK ROAD

0.03

0.10

0.12

0.09

LT. STA. 499+00 - 499+81

RT. STA. 500+04 - 500+85

LT. STA. 500+24 - 500+85

GURLER ROAD

LT. STA. 198+35 - 199+65

RT. STA. 198+81 - 199+68

LT. STA. 200+33 - 201+00

REMARKSSTATION

PROJECT TOTAL 157

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

60

TON

5 1/2" - 112 LBS/SQ.YD./IN.

SOMONAUK ROAD

91 5 1/2" - 112 LBS/SQ.YD./IN.

6 5 1/2" - 112 LBS/SQ.YD./IN.

GURLER ROAD

STA. 500+05.92 - 500+85.00

STA. 199+00.00 - 199+88.53

STA. 200+11.03 - 200+34.66

REMARKSSTATION

PROJECT TOTAL 122

FOOT

SOMONAUK ROAD

LT. STA. 500+55 - 500+85

RT. STA. 500+33 - 500+85

PAINT PAVEMENT MARKING - LINE 4"

STA. 499+49.42 - 500+85.00 40 YELLOW DASH

SOLID WHITE

SOLID WHITE

30

52

HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2"

REMARKSSTATION

PROJECT TOTAL

SOMONAUK ROAD

SQ. YD.

STA. 499+49.42 - 499+59.42

HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT

27

27

4

LT. STA. 200+59.31

ROUND SIZE 24"

PIPE CULVERTS, CLASS D, TYPE 1 EQUIVALENT

EARTHWORK TOTALS

SHORTAGE (-)

WASTE (+)

BALANCE

EARTHWORK

STA. 499+00 - 500+85 96 16

308411STA. 198+81 -201+00 62

STA. 1+00 - 2+26.33 55 9

* ROUNDED TO NEAREST 5 CU YD IN SUMMARY OF QUANTITIES.

21 27

GURLER ROAD

UNION DITCH

INTERSECTION

PROJECT TOTAL 532709

246

85 64

64 48

227 298

REVISED -

-

-

-

REVISED

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DESIGNED - JKP

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ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB

~ SOMONAUK ROAD

12" AGGREGATE BASE

7" HMA

VARIES


SOMONAUK ROAD

TYPICAL SECTIONS

SHLDR.

~ SOMONAUK ROAD

VARIES

1•" HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50

VARIES

VARIES

*5•" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

3'-0" TO 5'-0" 4'-0"11'-0" LANES 11'-0" LANES

14'-0" CLEAR ZONE22'-0" TRAVELED WAY14'-0" CLEAR ZONE

EXIS

TIN

G

RO

W

EXIS

TIN

G

RO

W

EXIS

TIN

G

RO

W

PR

OP

OS

ED

RO

W

28'-0" ROADWAY

22'-0" TRAVELED WAY

3'-0" TO 5'-0"

SHLDR.

AGGREGATE SHOULDERS (TYP)

EXISTING TYPICAL SECTION

28'-0" ROADWAY

22'-0" TRAVELED WAY

SHLDR.

EX 12" AGGREGATE BASE EX 7" HMA

1•" HOT-MIX ASPHALT SURFACE REMOVAL

SOLID 4" WHITE (NOT THRU INTERSECTION) (TYP)

DASHED 4" YELLOW

STA. 499+49.42 - STA. 500+05.92

PROPOSED TYPICAL SECTION

28'-0" & VARIES ROADWAY

SHLDR. SHLDR.

*1•" HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50

SOLID 4" WHITE (NOT THRU INTERSECTION) (TYP)DASHED 4" YELLOW

1'-0" (TYP)

STA. 500+05.92 - STA. 500+85.00


2'-0"

2'-0"SUBGRADE IMPROVEMENT

12" AGGREGATE

PROPOSED ROW VARIES 33'-0" TO 76'-0"PROPOSED ROW VARIES 55'-0" TO |86'-6"~ SOMONAUK ROAD

EX AGGREGATE SHOULDERS (TYP)

SHLDR.

3'-0"

SHOULDERS, TYPE B6" AGGREGATE

SHOULDERS, TYPE B

6" AGGREGATE

1:31:3

1:4

-4.0%-2.0%-2.0%-4.0%

1:4

1:31:3

PR

OP

OS

ED

RO

WP

RO

PO

SE

D

RO

W

EXISTING ROW VARIES 33'-0" TO 58'-0" 33'-0" EXISTING ROW

11'-0" LANE 11'-0" LANE

3'-0" 11'-0" LANE 11'-0" LANE 3'-0"

PROPOSED ROW VARIES 33'-0" TO 132'-0" 33'-0" EXISTING ROW

ASSUMED TO BE 7"

*MATCH EXISTING HMA THICKNESS.

5

REVISED -

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ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB

VARIES

AGGREGATE SHOULDERS

12" AGGREGATE BASE

7" HMA


TE

MP.

EA

SE

ME

NT

CZ CZ

3'-0" TO 5'-0" 3'-0" TO 5'-0"11'-0" LANES 11'-0" LANES

10'-0" CLEAR ZONE 22'-0" TRAVELED WAY 10'-0" CLEAR ZONE

*5•" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 12" SUBGRADE IMPROVEMENT

WEST GURLER ROAD

TYPICAL SECTIONS

~ WEST GURLER ROAD & SECTION LINE

EXISTING TYPICAL SECTION

STA. 199+00.00 - STA. 199+88.51

~ WEST GURLER ROAD & SECTION LINE

SHLDR.SHLDR.

50'-0" TEMP EASEMENT

EXIS

TIN

G

RO

W

EXIS

TIN

G

RO

W

PROPOSED ROW VARIES 33'-0" TO |90'-3"

PR

OP

OS

ED

RO

W

PROPOSED ROW VARIES 33'-0" TO |58'-0"

PR

OP

OS

ED

RO

W

*1•" HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50


2'-0"

SOMONAUK ROAD. ASSUMED TO BE 7"

*MATCH EXISTING HMA THICKNESS ON

STA. 199+00.00 - STA. 199+88.51

SHOULDERS, TYPE B

6" AGGREGATE

SHOULDERS, TYPE B

6" AGGREGATE

28'-0" ROADWAY

20'-0" TRAVELED WAY

SHLDR.

3'-0"

SHLDR.

3'-0"

26'-0" ROADWAY

VARIES

1:3

1:3

1:4

-4.0%-2.0%-2.0%-4.0%

1:4

1:41:3

2'-0"

AND REPLACED

TO BE REMOVED

24" FIELD TILE

33'-0" EXISTING ROW 33'-0" EXISTING ROW

10'-0" LANE 10'-0" LANE

6

REVISED -

-

-

-

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DESIGNED - JKP

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ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB

VARIES

SHLDR. SHLDR.

VARIES

1•" HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50

EX 12" AGGREGATE BASE

EX 7" HMA

EAST GURLER ROAD

TYPICAL SECTIONS

STA. 200+11.03 - STA. 200+34.66


SECTION LINE & STATIONING LINE

STA. 200+34.66 - STA. 201+00.00


8' TO 12'

~ EAST GURLER ROAD

~ EAST GURLER ROAD


PROPOSED ROW VARIES 33'-0" TO |102'-0" 33'-0" EXISTING ROW

EXIS

TIN

G

RO

W

PROPOSED ROW VARIES 33'-0" TO |102'-0" 33'-0" EXISTING ROW

SECTION LINE & STATIONING LINE

3'-0" 3'-0"10'-0" LANE 10'-0" LANE

20'-0" TRAVELED WAY

26'-0" ROADWAY

1:2

12'

1:2

1:21:2

10'-0" LANE 10'-0" LANE

EXIS

TIN

G

RO

W

1•" HOT-MIX ASPHALT SURFACE REMOVAL(TYP)

EX EARTH SHOULDERS

PR

OP

OS

ED

RO

WP

RO

PO

SE

D

RO

W

COURSE

EX 12" AGGREGATE SURFACE

5'-0"

VARIES

EXISTING GUADRAIL

7

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

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D17_

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Typical Sections.d

gn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB

12''

CORE JOINT DETAIL

COURSE, IL-19.0, N50

HOT-MIX ASPHALT BINDER

AGGREGATE BASE

EXISTING 5•

"

COURSE, MIX "C", N50

HOT-MIX ASPHALT SURFACE

PAVEMENT

EXISTING BITUMINOUS

1•

"

PG:

(GRADATION MIXTURE):

MIXTURE COMPOSITION

PAVEMENT MIXTURE REQUIREMENTS

4.0 @ N50

C

SURFACE

64-22

DENSITY TESTING:

4.0 @ N50

-

64-22

BINDER

IL 19.0

CORES CORES

DESIGN AIR VOIDS:

FRICTION AGGREGATE:

IL 12.5

MIXTURE QUANTITIES IS 112 LBS/SQ. YD./IN.

THE UNIT WEIGHT USED TO CALCULATE ALL HMA SURFACE

SAW CUT

AGGREGATE SUBGRADE IMPROVEMENT

STA. N E EL. DESCRIPTION

101

102

STA. N E EL. DESCRIPTION

1903873.56 887482.95 865.62

1904329.49 887437.46 866.75

1903238.00 887448.30 864.56

1903780.00 887412.70 865.82

1903860.10 887456.60 865.65

400

401

402

†" IRON PIN

†" IRON PIN

|30.8' LT. 494+23.81

|33.8' LT. 499+68.24

|16.7' RT. 500+44.72

CP PT #

BM PT #

1904414.20 887375.90 869.45403 |31.4' LT. 506+02.23

C.H. 12 (SOMONAUK ROAD) & GURLER ROAD - HORIZONTAL CONTROL POINTS*

C.H. 12 (SOMONAUK ROAD) & GURLER ROAD - VERTICAL CONTROL POINTS*


1"

BUTT JOINT

10'

RAILROAD SPIKE IN POWER POLE SOUTHWEST CORNER OF INTERSECTION

CHISELED SQUARE ON THE NORTHEAST CORNER OF HEADWALL

RAILROAD SPIKE IN POWER POLE |600' NORTH OF INTERSECTION

44.1' RT. 500+56.00

27.0' RT. 505+15.33

TYPICAL SECTION DETAILS

STA. N E DESCRIPTION

200

210

1903808.78 886946.63

1903814.17 887443.61

PT #

250

260

195+03.00

200+00.00

200+31.27

205+00.23

1903814.51 887474.87

1903819.61 887943.81

SECTION LINE (GURLER ROAD)




STA. N E DESCRIPTION

1902734.60 887486.57

1903243.18 887490.24

PT #

489+19.18

494+27.78

499+35.71

500+79.21

1903750.09 887448.84

1903893.12 887437.16

506+18.61 1904430.73 887393.25

511+57.10 1904970.03 887403.41

SOMONAUK ROAD - PROPOSED CENTERLINE DETAILS

PC

PI

PT

PC

PI

PT

PC CURVE 1 - SOMONAUK ROAD

PI CURVE 1 - SOMONAUK ROAD

PT CURVE 1 - SOMONAUK ROAD

PC CURVE 2 - SOMONAUK ROAD

PI CURVE 2 - SOMONAUK ROAD

PT CURVE 2 - SOMONAUK ROAD

UNION DITCH NUMBER 1 - RELOCATED CENTERLINE DETAILSSTA. N E DESCRIPTION

1903745.88 887352.28

887355.13

PT #

1903751.10 887357.67

1903754.44 887358.84

1903845.82 887390.99

1903859.28 887395.72

PC

PI

PT

PC

PI

1903859.19 887409.98PT

1903859.18 887411.84

DT1

DT2

POT - RELOCATED UNION DITCH NUMBER 1

POT - RELOCATED UNION DITCH NUMBER 1

PC CURVE 1 - RELOCATED UNION DITCH NUMBER 1

PI CURVE 1 - RELOCATED UNION DITCH NUMBER 1

PT CURVE 1 - RELOCATED UNION DITCH NUMBER 1

PC CURVE 2 - RELOCATED UNION DITCH NUMBER 1

PI CURVE 2 - RELOCATED UNION DITCH NUMBER 1

PT CURVE 2 - RELOCATED UNION DITCH NUMBER 1

1+00.00

1+03.97 1903748.64

1+07.50

1+10.92

2+07.79

2+22.05

2+32.57

2+34.43

STA. 500+85 & STA. 199+00

BUTT JOINT DETAIL

1•

"

CORE JOINT DETAIL

COURSE, MIX "C", N50

HOT-MIX ASPHALT SURFACE

EXISTING AGGREGATE BASE

EXISTING HMA

STA. 200+34.66

AGGREGATE SURFACE

EXISTING

*ALL CONTROL POINTS USE SOMONAUK ROAD ALIGNMENT STATIONING & OFFSETS.

RAILROAD SPIKE IN POWER POLE |570' SOUTH OF INTERSECTION

STA. 499+49.42 - STA. 499+59.42

1•

"

GURLER ROAD - SECTION LINE DETAILS

8

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

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Typical Sections.d

gn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB X

845

850

855

860

865

870

875

880

885

845

850

855

860

865

870

875

880

885

Know what'sbelow.before you dig.Call

R

60'40'20'0'

SCALE: 1" = 20'-0"

N

SOMONAUK ROAD

15.00'

+15.46

BENCH MARK #402:BENCH MARK #401:

EL. 865.82

SOMONAUK ROAD.

INTERSECTION AT STA. |499+67.65, 34.50' LT.

R.R. SPIKE IN P.P. SOUTHWEST OF

EL. 865.65

AT STA. |500+44.73, 16.69' RT.

CHIS. " " NE CORNER OF HEADWALL OF STRUCTURE

40'R

36'R

30'R

39.8

5'R

EXISTING DITCH

EXISTING DITCH

P.P.

#401

BM

13.52'

+00.0017.96'

+41.42

18.79'

+53.06

11.55'

+00.00

40'R

36'R

AERIAL LINE

EXISTING DITCH

EXISTING DITCH

TREE LINE

TREE LIN

E

PROPOSED STRUCTURE:EXISTING STRUCTURE:

#101

CP

PROPOSED DI

TCH

LANDFILL MONITOR WELL (TYP.)

EXISTING ROW LINE

EXISTING ROW LINE

EXISTING ROW LINE

EXISTING ROW LINE

SPLICE BOX

TELEPHONE

POLE

AERIAL LINE

P.P.

SPLICE BOX

TELEPHONE SPLICE BOX

TELEPHONE

UNIO

N

DIT

CH

NO.

1

16.12'

+55.08

13.75'

+85.00

11.00'

+85.00

15.00'

+85.00

11.00'

+85.00

#402

BM

EXIS

TIN

G

RO

W

LIN

E

STA. 500+85.00

CONSTRUCTION ENDS

STA. 499+00.00

CONSTRUCTION BEGINS

AERIAL LINE

P.P.

EXIS

TIN

G

RO

WE

XIS

TIN

G

RO

W

33'-

0"

33'-

0"

EXIS

TIN

G

RO

WE

XIS

TIN

G

RO

W

33'-

0"

50'-

0"

&

VA

RIES

EXISTING DITCH

EXISTING DITCH

(TYP.)

AGG. SHLDR.

CROP LINE

CR

OP

LIN

E

CROP LINE

UNIO

N

DIT

CH

NO.

1

LEGEND

STA. 500+45.00

PROPOSED CULVERT

EXISTING PROFILE

PROPOSED PROFILE

DIT

CH

PROPOSED

~ ROADWAY

50.00'

+53.9555.00'

+79.21

58.00'

+37.19

PROPOSED EDGE OF STREAM

GU

RL

ER

RO

AD

BOX CULVERT

EXISTING 3'x3'

MILL AND RESURFACE

SKEWED 5° LEFT AHEAD.

CONCRETE BOX CULVERT AT STATION 500+45,

A SINGLE BARREL (12'-0"x8'-0") PRECAST

NO SKEW.

CONCRETE BOX CULVERT AT STATION 500+33,

A SINGLE BARREL (5'-0" X 4'-0") REINFORCED

ELEV. 855.85

~ INVERT

ELEV. 856.85

STREAMBED

56.18'

+62.65

33.00'

+15.00

80.00'

+15.00

PROPOSED TOP OF BANK

86.45'

+39.20

33.00'

+85.00

39.86'

+72.37

R.O.W.

PROPOSED

DITCH RIGHT

? PROPOSED

DITCH LEFT

? PROPOSED

SAW CUT

PROP. CURVE C1

PI STA. = 494+27.78

R = 11,459.19'

T = 508.60'

L = 1,016.53'

E = 11.28'

P.C. STA = 489+19.18

P.T. STA = 499+35.71

PROP. CURVE C2

PI STA. = 506+18.61

R = 10,743.00'

T = 539.40'

L = 1,077.89'

E = 13.53'

P.C. STA = 500+79.21

P.T. STA = 511+57.10

33.00'

+69.25

11.00'

+05.19

33.00'

+64.58

33.00'

+30.75

DHWE 863.40

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 917-00264-00-BR DEKALB

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

S:\

PR

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&

P_So

monauk.d

gn

FIL

E

=

SHEET NO. 1 OF 1 SHEETSSCALE: 1" = 20'-0" STA. 497+00.00 TO STA. 503+00.00

REVISED -

-

-

-

REVISED

REVISED

REVISEDUNION DITCH NUMBER 1


DEKALB COUNTYDESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

SOMONAUK ROAD

PLAN AND PROFILE

PROPOSED R.O.W. LINE

PROPOSED R.O.W. LINE

STA. 499+49.42

BUTT JOINT

13.86'

+50.7511.00'

+54.74

11.00'

+79.10

11.00'

+79.10

EXISTING STRUCTURES PAY ITEM.

SEE SHEET 12 OF 22 FOR REMOVAL OF NOTE: *

STRUCTURES

REMOVAL OF EXISTING *

199

200

+00

497 498 499

PT

Sta 499

+35.7

1

500+00

PC Sta 500+79.2

1

501 502 503

1

2

VPI

ST

A.

499

+49.4

3

EL

EV

ATIO

N 867.0

9

VPI

ST

A.

500

+85.0

0

EL

EV

ATIO

N 866.8

7

+0.07% -0.50% -0.53% +0.02%

860.2

0

864.0

7

+18.6

7%

+18.44%

+18.44%

857.6

7

860.8

3

864.56

497+00 497+50 498+00 498+50 499+00 499+50 500+00 500+50 501+00 501+50 502+00 502+50 503+00

867.3

3

867.1

9

867.0

5

866.9

7

866.9

2

866.9

7

867.0

2

867.0

5

867.0

7

867.0

8

867.0

9

867.1

1

867.1

0

866.9

7

866.8

4

866.8

6

866.8

8

866.9

5

867.0

1

867.1

3

867.2

4

867.4

0

867.5

5

867.6

7

867.7

8

867.0

9

867.1

1

867.1

0

866.9

7

866.8

4

866.8

6

867.0

9

867.1

1

867.1

0

866.9

7

866.8

4

866.8

6

845

850

855

860

865

870

875

880

885

845

850

855

860

865

870

875

880

885

EXISTING DITCH

+76

FEL

CR

OP LIN

E

CROP LINE

CROP LINE

TR

EE

LIN

E

PROPOSED STRUCTURE:EXISTING STRUCTURE:

CR

OP LIN

E

EXISTING ROW LINE

EXISTING ROW LINE

EXISTING ROW LINE

EXISTING ROW LINE


R

60'40'20'0'

SCALE: 1" = 20'-0"

N

EXISTING DITCH

GURLER ROAD

SO

MO

NA

UK

RO

AD

EXISTING DITCH

EXIS

TIN

G

RO

WE

XIS

TIN

G

RO

W

42"x54" CMP

EXISTING ELLIPTICAL

+46

PER

+62

FER

33'-

0"

33'-

0"

CMP PIPE

EXISTING 40"

CMP PIPE

EXISTING 15"

CMP PIPE

EXISTING 30"

CMP PIPE

EXISTING 15"

TREE LIN

E

TREE LINE

UNIO

N DIT

CH NO.

1

UNION DITCH NO. 1

EXIS

TIN

G

DIT

CH

EXIS

TIN

G

DIT

CH

AGG. SHLDR.

AGG. SHLDR.

AERIAL LINE

AERIAL LINE

WIRE

GUY

SPLICE BOX

TELEPHONE

P.P.

P.P. P.P.

GUARD POST (TYP.)

FIELD TILES

EXISTING 24"

POLE

SIGN

M.B.

LANDFILL MONITOR WELL (TYP.)

#402

BM

#101

CP

#401

BM

15.68'

+48.66

9.82'

+00.00

13.00'

+00.00

9.82'

+00.00

13.00'

+00.00

14.00'

+17.60

13.62'

+14.91 15.00'

+15.46

BENCH MARK #402:BENCH MARK #401:

EL. 865.82

SOMONAUK ROAD.

INTERSECTION AT STA. |499+67.65, 34.50' LT.

R.R. SPIKE IN P.P. SOUTHWEST OF

EL. 865.65

AT STA. |500+44.73, 16.69' RT.

CHIS. " " NE CORNER OF HEADWALL OF STRUCTURE

40'R

40'R

STA. 199+00.00

CONSTRUCTION BEGINS

STA. 200+34.66

CONSTRUCTION ENDS

36'R

36'R

30'R

39.85'R

21.93'

+64.79

STA. 199+36.00

PROPOSED CULVERT

LEGEND

DITCH

PROPOSED

PROPOSED PROFILE

EXISTING PROFILE

ELEV. 855.93

~ INVERT

EXIS

TIN

G

RO

WE

XIS

TIN

G

RO

W

33'-

0"

33'-

0"

OF FIELD TILES

PROPOSED REALIGNMENT PROPOSED REALIGNMENT OF STREAM

~ ROADWAY

MILL AND RESURFACE

SKEWED 29.26° LEFT AHEAD.

40" CMP CULVERT AT STATION 199+62.80,

50.00'

+35.00

33.00'

+35.00

50.00'

+30.00

PR. DITCH33.00'

+11.00

33.00'

+70.00

33.00'

+00.00

70.00'

+00.00

90.29'

+26.17

87.06'

+73.06

58.53'

+39.53

DS FL = 861.40

US FL = 861.43

EXTENSION w/END SECTION

42"X54" ELLIPTICAL CMP

EXISTING TOP OF BANK

PR TOP OF BANK

PROPOSED R.O.W.

TEMP. EASEMENT

PROPOSED R.O.W.

R.O.W.

PROPOSED

FIELD TILE

? EXISTING 24"

FIELD TILE

? PROPOSED 24"

ST

A.

198

+40.0

0

BE

GIN

PR

OP

OS

ED

FIE

LD

TIL

E

DITCH LEFT

? PROPOSED

DITCH LEFT

? PROPOSED

DITCH RIGHT

? PROPOSED

33.00'

+35+42

EXISTING GUARDRAIL

33.00'

+30+75

AT STATION 199+36, SKEWED 20° LEFT AHEAD.

A SINGLE BARREL (9'-0"x8'-0") PRECAST BOX CULVERT

EXISTING 12" CMP

DHWE 867.20

MA

TC

H

EXIS

TIN

G

AT

ST

A.

200

+34.6

5

ELEV. 856.93

STREAMBED

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 1017-00264-00-BR DEKALB

SU

RV

EY

ED

PL

OT

TE

D

BY

DA

TE

NO

TE

BO

OK

NO.

PL

AN

ALIG

NM

EN

T

CH

EC

KE

D

RT.

OF

WA

Y

CH

EC

KE

D

CA

DD

FIL

E

NA

ME

PR

OFIL

ES

UR

VE

YE

D

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.

NO

TE

D

ST

RU

CT

UR

E

NO

TA

T'N

S

CH'K

D

BY

DA

TE

NO

TE

BO

OK

NO.

S:\

PR

OJ

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D17_

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DE

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CT\2

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Dra

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D17_P

&

P_

Gurler.d

gn

FIL

E

=

SHEET NO. 1 OF 1 SHEETSSCALE: 1" = 20'-0" STA. 197+00.00 TO STA. 203+00.00

REVISED -

-

-

-

REVISED

REVISED

REVISEDUNION DITCH NUMBER 1


DEKALB COUNTYDESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

GURLER ROAD

PLAN AND PROFILE

74.64'

+34.82

11.00'

+35.34

11.00'

+45.26

11.00'

+49.67

33.00'

+69.25

EXISTING 12" CMP STA. 198+40

FIELD TILE

BEGIN PROPOSED

STA. 198+81

DITCHWORK BEGINS

STA. 1+00.00

STREAM REALIGNMENT BEGINS

STA. 201+00.00

STREAM REALIGNMENT ENDS

STRUCTURES

REMOVAL OF EXISTING *

EXISTING STRUCTURES PAY ITEM.

SEE SHEET 12 OF 22 FOR REMOVAL OF NOTE: *

197 198 199

PI

Sta 200

+00.0

0

200+00

PI Sta 200+31.27

201 202 203

PO

T

Sta 200

+00.0

0

499

500

+00

1

2

197 198 199 200+00 201 202 203

499

500

+00

VPI

ST

A.

199

+00.0

0

EL

EV

ATIO

N 866.5

8

-0.64% -0.41% +3.50%

+2.28%

VPI

ST

A.

200

+00.0

0

EL

EV

ATIO

N 867.1

0

-2.00%

-2.00%

861.4

5

858.6

3

861.3

5

857.4

0-1.73%-9.77%

863.77

863.58

862.72863.59

856.8

4

-0.09% -0.09% 856.7

6

856.8

2

-0.89%

856.7

9

859.81

-11.45%

-3.53%

197+00 197+50 198+00 198+50 199+00 199+50 200+00

867.3

5

867.2

1

867.0

7

867.0

2

867.0

0

866.9

6

866.9

2

866.7

7

866.5

8

866.4

2

866.2

7

866.3

3

867.1

0

866.5

8

866.4

2

866.2

7

866.3

3

867.1

0

N

SCALE: 1"=20'

60'40'20'0'


REROSION CONTROL NOTES

THE USE OF GREEN DYE IN THE EROSION CONTROL BLANKET IS NOT ACCEPTABLE.

ON SITE IN CHARGE OF SOIL EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION OF THE PROJECT.

THE SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER •" OF RAIN OR MORE BY THE INDIVIDUAL

ENGINEER.

THIS EROSION CONTROL PLAN AND IN ACCORDANCE WITH STATIONS SHOWN ON THE SCHEDULE OF QUANTITIES SHEET OR AS DIRECTED BY THE

PERIMETER EROSION BARRIER SHALL COMPLY WITH SECTION 280 OF THE STANDARD SPECIFICATIONS AND SHALL BE PLACED AS SHOWN ON

SILT FENCE WILL REMAIN IN PLACE UNTIL THE CONTRIBUTING AREA IS STABILIZED.

SILT FENCE SHALL BE INSTALLED FOLLOWING THE COMPLETION AND STABILIZATION OF ALL AREAS ADJACENT TO THE ON-SITE DRAINAGES. THE

TEMPORARY SEEDING.

SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE). STOCKPILES TO REMAIN IN PLACE FOR 14 DAYS OR MORE SHALL RECEIVE

STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN 3 DAYS SHALL BE FURNISHED WITH EROSION AND

WITH SECTION 251 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

EROSION CONTROL BLANKET SHALL BE PLACED ON ALL DISTURBED AREAS AS SHOWN ON THIS EROSION CONTROL PLAN SHEET AND IN ACCORDANCE

FOR SEEDING, CLASS 2 (SPECIAL), SEE SPECIAL PROVISIONS.

ALL ADJACENT STREETS MUST BE KEPT CLEAR OF DEBRIS, INSPECTED DAILY, AND CLEANED WHEN NECESSARY.


LEGEND

T TEMPORARY DITCH CHECKS

SEEDING, CLASS 2 (SPECIAL)


STA. 199+00.00

CONSTRUCTION BEGINS

CHECK (TYP.)

TEMPORARY DITCH

+28

GURLER ROAD

EROSION CONTROL PLAN


EXIS

TIN

G

DIT

CH

PROPOSED ROW LINE

TEMPORARY EASEMENT

~ ROADWAY

PROPOSED ROW LINE

SO

MO

NA

UK

RO

AD

(CH 12)

IN THE SCHEDULE OF QUANTITIES OR AS DIRECTED BY THE ENGINEER.

AND STANDARD 280001 LOCATED IN THE SPECIAL PROVISIONS. TEMPORARY DITCH CHECKS SHALL BE PLACED AT STATIONS CALLED OUT

TEMPORARY DITCH CHECKS SHALL COMPLY WITH SECTION 280 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

+06

+00

+60

+66

CHECK (TYP.)

TEMPORARY DITCH

STA. 500+85.00

CONSTRUCTION ENDS

STA. 499+00.00

CONSTRUCTION BEGINS

STA. 200+34.65

CONSTRUCTION ENDS

EXISTING ROW LINE

STA. 198+35

TILE WORK BEGINS

STA. 1+00

STREAM REALIGNMENT BEGINS

PROPOSED ROW LINE

BARRIER (TYP)

PERIMETER EROSION

STA. 198+81

DITCHWORK BEGINS

STA. 201+00

STREAM REALIGNMENT ENDS

11

UNION DITCHNUMBER 1

UNIO

N DIT

CH NU

MBER 1

198 199 200+00 201 198 199

499

500

+00

1

2

T

T

TT

T

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Erosion

Control.d

gn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB

Notes:

1'-9"

2'-

8"

BAR d(E)

1'-6"

8"8'-3"

9'-

9''

3'-

0''

3" cl.8''

*25-#6 v(E) bars at 6" cts.

d(E)

9''

12"

2'-

0''

12"

5'-

4''

4'-

5''

SECTION A-A

*Cut or bend to fit

SECTION DETAILS - SOMONAUK ROAD

CAST-IN-PLACE CONCRETE BOX CULVERT APRON END

12'-0

"

9"

at 6

" cts.

cl.

at

6" cts.

9"

10'-5"

31-#

4 d(E)

bars at 12"

cts.

"4

18

"4

39

"8

729'-

11

9"

10'-0"

at

6" cts.

9"

12'-0

"

at 6

" cts.

2"

cl.

33-#

4 d(E)

bars at 12"

cts.

"8

77

9"

"4

331'-

8

2"

Cast in place3" ø PVC Drain

12'-0"

8'-

0"

END VIEW

PLAN VIEW

6"

6"

14'-

0"

14'-4"

11'-

0"

A

A

A

A

10'-

4"

2'-0"

12"

8'-

0"

12"

for Buried Structures

Membrane Waterproofing

1'-

0"

typ.

Structures

Waterproofing for Buried

Pay Limits for Membrane

Holes

3" Ø Weep

h7(E)

h6(E) or

h7(E)

h6(E) or

h8(E)

h7(E) or

h8(E)



Long Wings

Short Wing, E. side

Short Wing, W. side

or h8(E), Each Wing

*Fan 4-#4 h6(E) h7(E)

s1(E)

b2(E)

b(E) or

b2(E)

b(E) or

s1(E)

s1(E)

B

B

C

C

BAR s1(E) BAR v(E)

6"

1'-

6"

at 12" cts. Each Curb

3-#4 h10(E) bars

SECTION C-C

6"

1'-

6"

SECTION B-B

at 12" cts.

3-#4 h9(E) bars

(Curb - West End)

(Curb - East End)

21-#6 v(E) bars

25-#

6 v(E

) bars

25-#

6 v(E

) bars

22-#6 v(E) bars

N

PRECAST CONCRETE BOX CULVERT

MEMBRANE WATERPROOFING FOR

Concrete Box Culverts

BILL OF MATERIAL

Bar No. Size Length Shape

Cu. Yd.

4'-5"

#4

#4

#4

#4

#4

#6

#6

h7(E)

d(E)

h8(E)

31'-7"21

64

9

18

16

93

h9(E) #4

9

47

10'-6"

12'-3"

10'-2"

25'-4"

12'-4"

#4v1(E) 28 2'-9"

v(E)

h10(E) 52 #4

h6(E)

#4 31'-4"21b2(E)

7'-8"

8'-3"

Epoxy Coated

Reinforcement Bars,Pound


Membrane WaterproofingSq. Yd.

Special

Porous Granular Backfill,Cu. Yd.

4,260

35.3

96

216

2'-

1"

BAR v1(E)

8"

s1(E)

b(E)

6"

Const. Joint

Const. Joint

b2(E)

b(E) or

13

Article 503.11 of the Standard Specifications.

the lower 1/3 of the clear rise of the box culvert and shall conform to the requirements of

One drain hole shall be provided in each wingwall. The drain hole shall be located within

3" cl.

12"

cts., Ea.

Win

g

or h8(E)

bars at

5-#

4 h6(E), h7(E)

h11(E)

and Bottom

at 12" cts., Top

*9-#5 b(E) bars

and Bottom

at 12" cts., Top

*9-#5 b2(E) bars

12"

12"

12"

12"

**Cut in field, use remaining in opposite side.

12"

cts.,

Top and B

otto

m.

13-#

5 h10(E)

bars at


Pay Limits for Precast

9"

12"

12"



12"

9"

12"

Headwall

Cast-in-place

Headwall

Cast-in-place

12"

cts.,

Top and B

otto

m.

13-#

5 h9(E)

bars at

End Sections

Cast-in-place

End Sections

Cast-in-place

Top and B

otto

m.

bars at 12"

cts.

**10-#

5 h10(E)

FDL

h7(E)

Loop)

Each

(Four

Loop)

Each

(Four

h7(E)

h6(E)

Back Face

Back Face

h8(E)

8'-0"

8'-7"

Loop)

Each

(Four

(Back Face)

(Back Face)

at 12" cts., In Curb

10-#4 v1(E) bars

On East Side


9-#4 v1(E) bars

Top and B

otto

m.

bars at 12"

cts.

**9-#

5 h9(E)

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MACCHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Culvert

Details(S

om

onauk

Rd).dgn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB X


UPSTREAM

SECTION THRU HEADWALL

full length of span

" "¬" Drip notch43full length of span

" "¬" Drip notch43

DOWNSTREAM

6"

4"

4"

6"

1'-6"

8"9'-5"

3" cl.

8''



d(E)

s(E)

9''

12"

SECTION A-A

*Cut or bend to fit

END VIEW

15'-3"

9"

at 6" cts.cl.

at 6" cts.

9"

10'-9"

33-#

4 d(E)

bars at 12" cts.

"87

6

"87

9

9"

10'-9"

at 6" cts.

9"

at 6" cts.

2"

cl.

"83

7

2"

PLAN VIEW

6"

6"

s(E)

s(E)

A

A

A

A

"21

14'-5

"87

9

32-#

4 d(E)

bars at 12" cts.

10'-

6"

9"

8'-

0"

9"

2'-

0''

12"

5'-

4''

4'-

2"

9'-

6"

3'-

0''

SECTION DETAILS - GURLER ROAD

CAST-IN-PLACE CONCRETE BOX CULVERT APRON END

c

c

B"4

1

31'-11

30'-8"


BILL OF MATERIAL


Cu. Yd.

4'-5"

#5

#4

#4

#4

#4

#6

#6

h1(E)

s(E)

d(E)

h2(E)

31'-7"23

65

9

18

16

h3(E) #4

9

6

15'-6"

14'-7"

21'-3"

12'-1"

#4v1(E) 33 2'-9"

v(E)

h4(E) 3 #4

#523b1(E)

9'-4"

9'-2"

Epoxy Coated

Reinforcement Bars,Pound


Membrane WaterproofingSq. Yd.

Special

Porous Granular Backfill,Cu. Yd.

5,420

37.8

62

181

10'-

6"

10'-

1"

2'-0"

BAR v(E)


Membrane Waterproofing

1'-

0"

typ.

Structures

Waterproofing for Buried

Pay Limits for Membrane

Holes

3" Ø Weep

PRECAST CONCRETE BOX CULVERT

MEMBRANE WATERPROOFING FOR

6"

1'-

6"


3-#4 h3(E) bars


11-#4 v1(E) bars

SECTION B-B

(Curb - South End)

SECTION C-C(Curb - North End)

6"

1'-

6"

at 12" cts.

3-#4 h4(E) bars

2'-

1"

BAR v1(E)

8"

b(E)

h(E)

10'-11"

108

3" cl.


Const. Joint

6"

b(E)

Cast in place3" ø PVC Drain

8'-

0"

h2(E)

h1(E) or

9'-0"

h(E)

h(E)

h2(E)

h1(E) or

Const. Joint

BAR s(E)

15

Notes:

Article 503.11 of the Standard Specifications.

the lower 1/3 of the clear rise of the box culvert and shall conform to the requirements of

One drain hole shall be provided in each wingwall. The drain hole shall be located within



9"

12"

12"



12"

9"

12"

Headwall

Cast-in-place

Headwall

Cast-in-place

End Sections

Cast-in-place

End Sections

Cast-in-place

12" cts.,

Top and Botto

m.

13-#

5 h5(E)

bars at

and B

ottom

at 12

" cts., T

op

*10-#

5 b(E) ba

rs

**Cut in field, use remaining in opposite side.

12" cts.,

Top and Botto

m.

13-#

5 h5(E)

bars at

h5(E) 92 #5 8'-9"

1'-9"

2'-

8"

BAR d(E)

and B

ottom

at 12

" cts., T

op

*10-#

5 b1(E

) bars

32-#6 v(E) bars

23-#

6 v(E)

bars

30-#6 v(E) bars

23-#

6 v(E)

bars

Top and Botto

m.

bars at 12" cts.

**10-#

5 h5(E)

Top and Botto

m.

bars at 12" cts.

**10-#

5 h5(E) 1

2''

12''

12''

12''

B

10'-10"

Long Wing, N. Side

Long Wing, S. Side

Short Wings

or h2(E), Each Wing

*Fan 4-#4 h(E), h1(E)

Ea.

Win

g

at 12"

cts.,

or h2(E)

bars

5-#

4 h(E), h1(E)

b1(E)

b(E) or

h5(E)

b1(E)

b(E) or

FDL

N

Back Face

Back Face

h1(E)

h(E)

h1(E)

h2(E)

Loop)

Each

(Four

Loop)

Each

(Four

Loop)

Each

(Four

9'-1"

9'-1"

at 12" cts., In Curb

11-#4 v1(E) bars

(Back Face)

(Back Face)

30'-4"

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MAC

DAN

CHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Culvert

Details(G

urler

Rd).dgn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB


UPSTREAM

SECTION THRU HEADWALL

full length of span

" "¬" Drip notch43full length of span

" "¬" Drip notch43

DOWNSTREAM

6"

4"

4"

6"

1'-

6''

29-#4 v1(E) bars at 12" cts.

SECTION B-B

16"

6"

4'-0"

2'-

8"

Bedding

Filter fabric

Class A4

Stone Riprap,

SECTION A-AA

A

B

B

Class A4

Stone Riprap,

''41

5'-3

1.00' Rt.

Sta. 2+20.37

17.09' Lt.

Sta. 2+13.91

17.63' Lt.

Sta. 2+25.83

13.57' Rt.

Sta. 2+23.72

20' R.

20'

R.

18'-1''

BILL OF MATERIAL


Pound

Cu. Yd.

#4 19'-9"58b2(E)

#422h12(E)

#4v1(E) 29 2'-9"

Epoxy Coated

Reinforcement Bars,

Concrete Structures

Sq. Yd.

Sq. Yd.

Filter Fabric

Class A4

Stone Riprap,84

52

10.7

N

FDL

''834'-3

''41

18'-5

7'-5''

5.97' Lt.

Sta. 2+30.35

4.93' Lt.

Sta. 2+11.50

''2

119'-

10

Backfill, Special

Porous GranularCu. Yd. 20

1'-

0''

Backfill, Special

Porous Granular

3" cl.

16

PLAN

Concrete Box Culverts.

2" PJF, Cost included in

Top and Bottom, Cut in field to fit.

Fan 29-#4 b2(E) bars at 12" cts.

in the corner.

Use the remainder of 8-#4 h12(E)

Top and Bottom, Cut in field to fit.

Fan 9-#4 h12(E) bars at 12" cts.

27'-11"

around radius

at 12" cts., Bend

4-#4 h12(E) bars

Bend around radius

#4 h12(E) bars at 12" cts.

#4 b2(E) bars at 12" cts.

2'-0'' 6''

2'-

0''

2'-

6''

*

and downstream Somonauk end sections

Includes Riprap quantity on upstream Gurler*

at 12" cts.

29-#4 v1(E) bars

GURLER & SOMONAUK ROAD

RIPRAP AND CONCRETE SLAB DETAILS

1,360

19 - #5 h13(E) bars @ 12" cts.

Place in Center of Slab

1'-

6''

Typ.

Pla

ce in Center of Sla

b21 - #

5 h13(E)

bars

@ 12"

cts.

2'-

1"

BAR v1(E)

8"

#540h13(E) 3'-0"

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED - JKP

-

-

-

MACCHECKED

DRAWN

CHECKED MAC

FIL

E

=

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Riprap layout.d

gn




ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 17-00264-00-BR DEKALB


2+00

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

855 855

860 860

865 865

870 870

499+49.44

499+00.00

850 850

855 855

860 860

865 865

870 870

500+33.00500+33.00

ROADWAY

PROPOSED

~

ROADWAY

PROPOSED

~

CUT AREA = 1.1 SQ FT

FILL AREA = 6.1 SQ FT

DESIGN EARTHWORK

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_So

monauk

Road.d

gn

FIL

E

=

MAC

DAN

MAC SHEET NO. 1 OF 2 SHEETSSCALE: 1" = 5'-0" STA. 499+00.00 TO STA. 500+33.00

NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY

SOMONAUK ROAD

CROSS SECTIONS

AT STA. 499+00.00

CONSTRUCTION BEGINS

AT STA. 500+00.00

GURLER ROAD INTERSECTION

AT 109.2'PROPOSED R.O.W.

855

860

865

870

855

860

865

870

499+00.00



DESIGN EARTHWORK

499+49.44

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 1717-00264-00-BR DEKALB

TRENCH BACKFILL AREA



DESIGN EARTHWORK

867.09

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

-4.0%

1:3

1:4

2'

El. 864.41

866.93

EXIS

TIN

G

R.O.W.

1:2.4

1:4-4.0% -2.0% -2.0% -4.0%

1:8.3

867.07

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

850 850

855 855

860 860

865 865

870 870

500+44.17500+44.17

855 855

860 860

865 865

870 870

500+64.33500+64.33

855 855

860 860

865 865

870 870

500+85.00500+85.00

ROADWAY

PROPOSED

~

ROADWAY

PROPOSED

~



DESIGN EARTHWORK

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_So

monauk

Road.d

gn

FIL

E

=

MAC

DAN


NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY

SOMONAUK ROAD

CROSS SECTIONS

AT STA. 500+85.00

CONSTRUCTION ENDS

AT 79.9'PROPOSED R.O.W.

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 1817-00264-00-BR DEKALB



DESIGN EARTHWORK



DESIGN EARTHWORK

866.87

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

-5.3% -4.0% -2.0% -2.0% -4.0%-5.1%

866.85

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

1:3

1:4

-4.0%

1:3 1:3 1:3

1:4

-4.0%-2.0% -2.0%

2'

El. 860.83

2'

El. 860.24

866.87

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

860 860

865 865

199+00.00199+00.00

860 860

865 865

199+11.00199+11.00

860 860

865 865

855 855199+30.00199+30.00

860 860

865 865

855 855

199+40.00199+40.00

AT STA. 199+00.00

CONSTRUCTION BEGINS

ROADWAY

PROPOSED

~

ROADWAY

PROPOSED

~

870

870

870

870870

870

870

870

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_

Gurler

Road.d

gn

FIL

E

=

MAC

DAN


NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY

GURLER ROAD

CROSS SECTIONS

855 855

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 1917-00264-00-BR DEKALB

AT 89.3'

PROPOSED R.O.W.

AT 90.0'

PROPOSED R.O.W.

AT 74.8'

PROPOSED R.O.W.



DESIGN EARTHWORK



DESIGN EARTHWORK



DESIGN EARTHWORK



DESIGN EARTHWORK

866.58

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

PR

OP

OS

ED

R.O.W.

El. 861.30

2'

1:3 1:3

866.51

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

El. 863.58

2'

TE

MP

OR

AR

Y E

AS

EM

EN

T

1:6.1-4.0%

1:6.1

-4.0%1:4

1:4

-2.0% -2.0%

866.39

1:41:3

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

El. 861.72

2'

-2.0% -2.0%

1:4-4.0% -2.0% -2.0%

PR

OP

OS

ED

R.O.W.

866.33

EXIS

TIN

G

R.O.W.

-2.0% -2.0% -4.0% 1:4

1:3.6

-2.0% -2.0%

PR

R.O.W.

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

55

55

60

60

65

65

70

70

75

75

865 865

860 860

199+63.00199+63.00

860 860

865 865

855 855

200+34.65200+34.65

860 860

865 865

855 855

200+67.33200+67.33

860 860

865 865

855 855

201+00.00201+00.00

80859095100

80859095100

AT STA. 200+34.65

CONSTRUCTION ENDS

ROADWAY

PROPOSED

~

870 870

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_

Gurler

Road.d

gn

FIL

E

=

MAC

DAN


NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY

GURLER ROAD

CROSS SECTIONS

ENDS AT STA. 201+00.00

STREAM REALIGNMENT

AT STA. 200+00.00

SOMONAUK ROAD INTERSECTION

SECTION LINE

~ EAST GURLER ROAD

SECTION LINE

~ EAST GURLER ROAD

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 2017-00264-00-BR DEKALB

AT 87.8'

PROPOSED R.O.W.

SECTION LINE

~ EAST GURLER ROAD



DESIGN EARTHWORK



DESIGN EARTHWORK



DESIGN EARTHWORK



DESIGN EARTHWORK

866.21

EXIS

TIN

G

R.O.W.

-2.0% -2.0%

1:3.5

1:4-4.0% -4.0% 1:5

866.23

EXIS

TIN

G

R.O.W.

PR

OP

OS

ED

R.O.W.

El. 856.82

12'

EXIS

TIN

G

R.O.W.

1:2 1:2

1:6

866.14

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

El. 856.79

12'

1:2 1:2

-3.6%

PR

OP

OS

ED

R.O.W.

866.18

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

El. 856.76

8'

1:2

1:2

R.O.W.

PR

OP

OS

ED

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

855 855

860 860

865 865

850 850

1+00.001+00.00

855 855

860 860

865 865

850 8501+32.931+32.93

855 855

860 860

865 865

870 870

850 850

1+40.201+40.20



DESIGN EARTHWORK



DESIGN EARTHWORK

STREAM

PROPOSED

~

CROSS SECTIONSSEE GURLER ROAD

EXISTING 12" CMP

STREAM

PROPOSED

~

BEGINS STA. 1+00.00

STREAM REALIGNMENT

BOX CULVERT END SECTION

XS ALONG US GURLER ROAD

FER+62

GURLER ROAD


TO BE REMOVEDEXISTING 40" CMP

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_

Union

Ditch.d

gn

FIL

E

=

MAC

DAN


NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY


CROSS SECTIONS NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 2117-00264-00-BR DEKALB



DESIGN EARTHWORK

856.99

862.43

1:2

1:2

1:15

-11.45%

9'

El. 856.97

El. 859.7

4

863.38

1:2.41:2.5

El. 855.96

9'-6†"

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

855 855

860 860

865 865

870 870

850 850

2+07.462+07.46

860 860

865 865

870 870

855 855

2+19.662+19.66

860 860

865 865

870 870

855 8552+26.332+26.33

ROADWAY

PROPOSED

~



DESIGN EARTHWORK


CLASS D, TYPE 1 24"PIPE CULVERTS,PROPOSED FIELD TILE


XS ALONG DS GURLER ROAD

REVISED -

-

-

-

REVISED

REVISED

REVISED

DESIGNED -

-

-

-

CHECKED

DRAWN

CHECKED

JKP

S:\

PR

OJ

EC

TS\2017\1003

D17_

DC

H\

DE

SIG

N\

ST

RU

CT\2

D_

Dra

wings\1003

D17_

Cross Sections_

Union

Ditch.d

gn

FIL

E

=

MAC

DAN


NO

TE

BO

OK

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D

FIN

AL

SU

RV

EY

NO

TE

BO

OK

ORIGIN

AL

SU

RV

EY

NO.

BY

DA

TE

SU

RV

EY

ED

PL

OT

TE

D

TE

MP

LA

TE

AR

EA

S

AR

EA

S

CH

EC

KE

D



DEKALB COUNTY


CROSS SECTIONS

ROADWAY

PROPOSED

~




DETAILED ON GURLER ROAD CROSS SECTIONS

DOWNSTREAM UNION DITCH NUMBER 1


XS ALONG US SOMONAUK ROAD

CROSS SECTIONSSEE SOMONAUK ROAD

NO.SECTION COUNTY

ILLINOIS

TOTAL

SHEETS

SHEET

NO.RTE.

CH


12 22 2217-00264-00-BR DEKALB



DESIGN EARTHWORK



DESIGN EARTHWORK

863.75

1:2.8 El. 855.90

18'-1ƒ"

1:2

864.13

1:2

1:32

El. 855.90

17'-4†"

864.10

El. 855.89

18'-7…"1:2.6

1:2

Documents

SUMMARY OF QUANTITIES · bituminous materials (prime coat) sq. yd. foot ... bituminous materials (tack coat) pound 226 1,944 40 372 ... dan checked drawn