rock river water reclamation district · 38 alignment f cross sections 2 39 alignment g cross...

Rock RiverWater

ReclamationDistrict

BOARD OF TRUSTEES

RICHARD POLLACK

JOHN SWEENEY

BEN BERNSTEN

DONALD MASSIER

ELMER JONES

PRESIDENT

VICE-PRESIDENT

CLERK/TREASURER

TRUSTEE

TRUSTEE

OFFICIALS

TIMOTHY S. HANSON

CHRISTOPHER T. BAER, PE

EXECUTIVE DIRECTOR

DIRECTOR OF ENGINEERING

ROCK RIVER WATER RECLAMATION DISTRICT

PLANT ROADWAY IMPROVEMENTS 2020

CAPITAL PROJECT #2106

plot date: 8/3/2020

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PROJECT SITE

US 20 BYPASS

IL 251

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SANDY HOLLOW RD.

HARRISON AVE.

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WINNEBAGO COUNTY, ILLINOIS

FOR BID

INDEX OF SHEETS

1 COVER

2LEGEND, GENERAL NOTES, & SUMMARY OF QUANTITIES

3ALIGNMENTS, TIES, & BENCHMARKS - SOUTH SITE

4ALIGNMENTS, TIES, & BENCHMARKS - NORTH SITE

5 TYPICAL SECTIONS - ALIGNMENT A

6 TYPICAL SECTIONS - ALIGNMENT B

7 TYPICAL SECTIONS - ALIGNMENT C

8 TYPICAL SECTIONS - ALIGNMENT D

9 TYPICAL SECTIONS ALIGNMENT G -1

10 TYPICAL SECTIONS ALIGNMENT G -2

11 TYPICAL SECTIONS ALIGNMENT F -1

12 TYPICAL SECTIONS ALIGNMENT F -2

13 TEMPORARY EROSION CONTROL DETAILS

14 TEMPORARY EROSION CONTROL PLAN - SOUTH SITE

15 TEMPORARY EROSION CONTROL PLAN - NORTH SITE

16 REMOVALS - SOUTH SITE

17 REMOVALS - NORTH SITE

18 SITE PLAN - SOUTH SITE

19 SITE PLAN - NORTH SITE

20 SITE LAYOUT - SOUTH SITE

21 SITE LAYOUT - NORTH SITE

22 ALIGNMENT A PLAN & PROFILE

23 ALIGNMENT B & C PLAN & PROFILE

24 ALIGNMENT D PLAN & PROFILE

25 ALIGNMENT F & G PLAN & PROFILE

26 PCC PAVEMENT JOINTING PLAN & ELEVATIONS - SOUTH SITE 1

27 PCC PAVEMENT JOINTING PLAN & ELEVATIONS - SOUTH SITE 2

28 ALIGNMENT A CROSS SECTIONS 1

29 ALIGNMENT A CROSS SECTIONS 2

30 ALIGNMENT B CROSS SECTIONS 1

31 ALIGNMENT B CROSS SECTIONS 2

32 ALIGNMENT C CROSS SECTIONS

33 ALIGNMENT D CROSS SECTIONS 1




37 ALIGNMENT F CROSS SECTIONS 1

38 ALIGNMENT F CROSS SECTIONS 2

39 ALIGNMENT G CROSS SECTIONS 1

40 ALIGNMENT G CROSS SECTIONS 2

41

PROJECT DETAILS (1)

42

PROJECT DETAILS (2)

Not to be used for bidding purposes

ROCK RIVER WATER

RECLAMATION DISTRICT

3501 KISHWAUKEE STREET

ROCKFORD, ILLINOIS 61109

(815) 387-7660

Rock RiverWater

ReclamationDistrict

LEGEND, GENERAL NOTES, & SUMMARY OF QUANTITIES

Sheet No.

// //

X X

G

OC

UC

OE

UE

FO

OT

FM

W

HMAAGG.

CONC. TURF

XXX.XX XXX.XX

TV E HHT

WS

No. DATE REVISION INT.

Date

LEGEND

EXISTING PROPOSED

X X

FM

W

WS

COCO

RIGHT OF WAY LINE

PROPERTY LINE

EASEMENT - PERMANENT SANITARY

EASEMENT - TEMPORARY

CONSTRUCTION

VEGETATION / TREE LINE

FENCE

TREE DRIPLINE

FENCE - SILT

(PERIMETER EROSION BARRIER)

FENCE - TEMPORARY

CONSTRUCTION

ROADWAY CENTERLINE

EDGE OF PAVEMENT

CURB & GUTTER

CABLE - OVERHEAD

CABLE - UNDERGROUND

ELECTRIC - OVERHEAD

ELECTRIC - UNDERGROUND

FIBER OPTIC

GAS LINE

TELEPHONE - OVERHEAD

TELEPHONE - UNDERGROUND

PEDESTALS (CATV, ELEC, TELE),

HANDHOLE, GAS METER, ELEC METER

SANITARY SEWER SERVICE &

CLEANOUT

SANITARY FORCEMAIN

STORM SEWER

STORM MANHOLE, CATCH BASIN,

CURB INLET, INLET SPECIAL

DRAINAGE CULVERT, WITH END

SECTION

WATER MAIN

WATER SERVICE & WATER SERVICE

VALVE

FIRE HYDRANT

BENCHMARK & CONTROL POINT

MAILBOX

UTILITY POLE W/ GUY WIRE &

MAST ARM LIGHT POLE

TREE (DECIDUOUS & CONIFEROUS)

BUSH & SHRUB

SPOT ELEVATION

SF

[ ] [ ] [ ]

SF

[ ] [ ] [ ]

FOR BID


2 OF 42

/ / / / / / / / / / / / / / / / / /

BUILDING

WATER EDGE

~~

~

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8/3/2020

UT

CONTOUR - MAJOR

CONTOUR - MINOR

|| || || ||

GUARD RAIL

| | | |

RAILROAD TRACKS

SANITARY MANHOLE & SANITARY

SEWER

WATER MAIN VALVE

WATER MAIN VALVE WITH BOX

WATER MAIN VALVE WITH VAULT

WATER MAIN REDUCER

GM EM

LEGEND

EXISTING PROPOSED


ABBREVIATIONS

ABANDON(ED)

CORRUGATED METAL PIPE

CLEAN OUT

CONTROL

CUBIC YARD(S)

DUCTILE IRON

EACH

ELEVATION

EROSION

EXISTING

FLARED END SECTION

FORCE MAIN

FEET

INVERT

LINEAR FEET

LINED WITH CURED IN PLACE PIPE

ABD =

CMP =

CO =

CTRL=

CY =

DI =

EA =

EL =

EROS =

EX =

FES =

FM =

FT =

INV =

LF =

LINCIPP =

LUMP SUM

MANHOLE

PAVEMENT

PRECAST REINFORCED CONCRETE

PROPOSED

REINFORCED CONCRETE PIPE

REMOVE(D)

REPLACE(D)

REMOVE & REPLACE

SANITARY

SERVICE

SQUARE YARD(S)

TYPE

UNKNOWN

VITRIFIED CLAY PIPE

WATER MAIN

LS =

MH =

PVMNT =

PRC =

PR =

RCP =

REM =

REPL =

R/R =

SAN =

SVC =

SY =

TY =

UNK =

VCP =

WM =

DITCH CHECK

INLET OR PIPE PROTECTION

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SB 1

PROJECT LOCATION & ACCESS MAP

SANDY HOLLOW RD

KIS

HW

AU

KE

E S

T

RRWRD TREATMENT

PLANT MAIN ENTRANCE

3333 KISHWAUKEE ST.

CONTRACTOR STAGING AREA

SOUTH SITE

ALT. ENTRANCE

FROM BROOKE RD.

PAVEMENT REPLACEMENT

AGGREGATE REPLACEMENT

RIP RAP

STABILIZED CONSTRUCTION

ENTRANCE

EROSION CONTROL BLANKET

SEEDING AREA, CLASS 1

HEAVY DUTY EROSION

CONTROL BLANKET

SEEDING AREA, CLASS 4

DRIVEWAY REPLACEMENT

GROUND / LANDSCAPE LIGHT

ELECTRIC MANHOLE

E

BM# 1 CP# 1

SH SVSPRINKLER HEAD & SPRINKLER

VALVE

SVSH

GENERAL NOTES

1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

EXECUTION OF WORK TO THE LINES AND GRADES SHOWN ON

THE PLANS. CONSTRUCTION SHALL NOT VARY FROM THE

PLANS WITHOUT PRIOR APPROVAL FROM THE ROCK RIVER

WATER RECLAMATION DISTRICT (DISTRICT).

2. FOR UTILITY LOCATES WITHIN PLANT BOUNDARIES, THE

CONTRACTOR SHALL CONTACT DISTRICT PLANT OPERATIONS

MAINTENANCE DIVISION MANAGER, MICHAEL CHRISTENSEN

AT 815-262-5858, 48 HOURS, MINIMUM, PRIOR TO START OF

CONSTRUCTION, TO ARRANGE FOR THE LOCATION OF PLANT

INFRASTRUCTURE.

3. FOR UTILITY LOCATES OUTSIDE OF PLANT BOUNDARIES, THE

CONTRACTOR SHALL IDENTIFY ALL UTILITY LOCATIONS IN THE

FIELD BY CONTACTING J.U.L.I.E. AT 811 OR 1-800-892-0123 AND

ALL UTILITIES NOT ON THE J.U.L.I.E. NETWORK 48 HOURS,

MINIMUM, PRIOR TO START OF CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND

SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER OF ANY

DISCREPANCIES WITH THE PROJECT PLANS OR

SPECIFICATIONS.

5. ALL WORK ON DISTRICT PLANT GROUNDS MUST BE

PERFORMED DURING NORMAL CONTRACTOR WORKING

HOURS, FROM 6:00 AM TO 5:00 PM, M-F, EXCLUDING

WEEKENDS AND DISTRICT-OBSERVED HOLIDAYS. THE

CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER 24

HOURS, MINIMUM, PRIOR TO PERFORMING WORK OUTSIDE OF

THESE HOURS AND SHALL PROVIDE A LIST OF ALL

EMPLOYEES, INCLUDING PRIMARY CONTACT(S), WHO WILL BE

PRESENT FOR THE OFF-HOUR WORK.

6. ALL MANHOLE CASTINGS SHALL BE EXPOSED AND SET TO

FINAL GRADE PER DISTRICT REQUIREMENTS UNLESS

OTHERWISE NOTED IN THE PROJECT PLANS OR

SPECIFICATIONS.

7. ALL ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION IN ILLINOIS, LATEST EDITION, AND

THE ROCK RIVER WATER RECLAMATION DISTRICT.

8. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS

OF THE IEPA NPDES PERMIT AND THE ILLINOIS URBAN MANUAL

FOR SOIL EROSION AND SEDIMENT CONTROL.

EXISTING SURFACE TYPE

(HOT-MIX ASPHALT, AGGREGATE, CONCRETE, TURF)

TEMPORARY EROSION

CONTROL SEEDING

SOIL BORING

NORTH SITE

SUMMARY OF QUANTITIES

Item

No.

Item Description

Unit

South Site Qty. North Site Qty. Total Quantity

1

Clearing & Grubbing/Tree Removal

LS 1.0 1.0

2 Earth Excavation CY 521.0

1,080.0 1,601.0

3

Removal & Disposal of Unsuitable Material

CY 250.0 250.0 500.0

4 Furnished Excavation CY 341.0 341.0

5

Grading & Shaping Ditches

LF 50.0 86.0 136.0

6 Erosion Control Blanket SY

1,363.0 1,699.0 3,062.0

7 Perimeter Erosion Barrier Foot 819.0 819.0

8

Inlet & Pipe Protection

EACH 1.0 1.0

9

Temporary Erosion Control Seeding

POUND 55.0 0.0 55.0

10

Temporary Ditch Checks

LF 20.0 20.0

11 Stabilized Construction Entrance SY 50.0 45.0 95.0

12

Stone Rip Rap, RR-5, 30"

SY 31.0 31.0

13 Filter Fabric SY 31.0 31.0

14

Aggregate Base Course, Ty. B

TON 920.0

1,096.0 2,016.0

15

Aggregate Subgrade Improvement

CY 200.0 500.0 700.0

16 Pavement Removal SY

1,803.0 1,446.0 3,249.0

17

Hot-Mix Asphalt Binder Course, IL-19.0, N50

TON 368.0 368.0

18

Hot-Mix Asphalt Surface Course, IL-9.5, Mix "C", N50

TON 8.0 187.0 195.0

19

Portland Cement Concrete Pavement, 10" (Jointed)

SY

2,346.0 2,346.0

20 Winter Protection of Concrete SY

2,346.0 2,346.0

21

Portland Cement Concrete Sidewalk, 6"

SF

3,021.0 3,021.0

22

Portland Cement Concrete Sleeper Slab

SY 19.0 19.0

23 Combination Curb & Gutter Removal LF 676.0 789.0

1,465.0

24

Combination Curb & Gutter Ty. M6.18 (Modified)

LF

1,244.0 1,545.0 2,789.0

25

Class SI Concrete (Outlet)

CY 1.0 1.0 2.0

26

Pipe Culverts Removal

LF 36.0 160.0 196.0

27

Pipe Culverts, Class D, Type 1, 12"

LF 77.0 77.0

28

Metal Flared End Section, 12"

EACH 4.0 4.0

29

Removing Catch Basins

EACH 1.0 2.0 3.0

30

Fire Hydrants To Be Adjusted

EACH 1.0 1.0

31

Manholes To Be Adjusted

EACH 7.0 7.0

32

Valve Box To Be Adjusted

EACH 1.0 18.0 19.0

33 Chain Link Fence Removal LF 355.0 355.0

34

Chain Link Fence, 6', Special

LF 355.0 355.0

35

Temporary Fence

LF 360.0 360.0

36

Remove Existing Concrete Foundation

EACH 3.0 3.0

37

Traffic Control & Protection, Complete

LS 0.5 0.5 1.0

38

Landscape Grading & Restoration

LS 1.0 1.0

39

Topsoil Furnish & Place, 6"

SY

1,363.0 1,699.0 3,062.0

40

Seeding Class 1 & Fertilizing

SY

1,313.0 1,699.0 3,012.0

41

Seeding Class 4A & Fertilizing

SY 50.0 50.0

42

Construction Layout

LS 0.5 0.5 1.0


107+06

1

0

0

+

0

0

101+00

1

0

2

+

0

0

103+00

10

4+

00

10

5+

00

10

6+

00

10

7+

00

203+79

200+00

2

0

1

+

0

0

2

0

2

+

0

0

203+

00

302+25

300+00301+00302+00

L1

L2

C1

C2

L3

L4

C3

L5

STA 203+79.18

STA 301+77.49

STA 102+09.52

STA 200+00.00

STA 104+95.00

STA 300+00.00

ROADWAY ALIGNMENT LINE TABLE

LINE #

L1

L2

L3

L4

L5

LENGTH

(FT)

115.40

410.09

212.10

110.57

225.00

DIRECTION

BEARING

N31° 01' 27.66"W

N00° 30' 16.23"W

N54° 48' 21.48"W

N02° 23' 46.02"W

N90° 00' 00.00"W

START STATION

STA. 101+00.67

N: 2025573.9993

E: 2586745.2365

STA. 102+95.97

N: 2025748.8808

E: 2586664.3073

STA. 200+00.00

N: 2025667.2855

E: 2586689.1305

STA. 202+68.61

N: 2025837.4322

E: 2586489.6840

STA. 300+00.00

N: 2025947.9045

E: 2586662.5547

END STATION

STA. 102+16.07

N: 2025672.8909

E: 2586685.7592

STA. 107+06.06

N: 2026158.9547

E: 2586660.6963

STA. 202+12.10

N: 2025789.5269

E: 2586515.8039

STA. 203+79.18

N: 2025947.9045

E: 2586485.0613

STA. 302+25.00

N: 2025947.9045

E: 2586437.5547

ROADWAY ALIGNMENT CURVE TABLE

CURVE #

C1

C2

C3

DELTA

047°21'06.78"

038°11'49.87"

092°44'21.13"

RADIUS

(FT)

121.00

150.00

61.78

LENGTH

(FT)

100.666

79.901

56.513

TANGENT

(FT)

53.45

40.92

30.41

CHORD

BEARING

N54°51'28.52"W

N15°45'51.68"W

N28°36'03.75"W

CHORD DIST.

(FT)

97.79

78.96

54.56

CONTROL POINT TABLE

CP#

3

4

8

13

14

ELEVATION

700.93

699.34

699.16

703.33

699.14

NORTHING

2026208.72

2026117.26

2025537.12

2025934.50

2025882.35

EASTING

2586622.30

2586566.03

2586849.15

2586690.21

2586432.44

DESCRIPTION

CP CUT X

CP CUT X

CP CUT X

CP CUT X

CP CUT X

ALIGNMENT - A

ALIGNMENT - B

ALIGNMENT - C

CP# 2

CP# 3

CP# 4

CP# 13

CP# 14

CP# 8

BM# 360

BENCHMARK TABLE

BM#

360

ELEVATION

698.62

NORTHING

2026022

EASTING

2586424

DESCRIPTION

CHIS SQ SW EOC

PI STA=102+56.99

Δ 030°31'12"

R=150.00

L=79.90

T=40.92

CHD=78.96

N15°45'51.68"W

PI STA=202+42.50

Δ 052°24'35"

R=61.78

L=56.51

T=30.41

CHD=54.56

N28°36'03.75"W

PI STA=100+53.45

Δ 047°40'02"

R=121.00

L=100.67

T=53.45

CHD=97.79

N54°51'28.52"W

P

T

:

1

0

1

+

0

0

.

6

7

P

C

:

1

0

2

+

1

6

.

0

7

PT: 102+95.97P

C

:

2

0

2

+

1

2

.

1

0

PT: 2

02+6

8.61

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

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ALIGNMENTS, TIES, & BENCHMARKS - SOUTH SITE


CP# 55

CP# 56

CP# 57

BM# 352

BM# 353

BM# 356

BM# 357

BM# 358

BM# 359

BM# 361

BM# 362

BM# 363

BM# 365

BM# 366

BENCHMARK TABLE

BM#

352

353

356

357

358

359

361

362

363

365

366

ELEVATION

700.86

699.90

699.94

699.91

699.91

699.87

699.89

699.91

700.94

699.89

700.82

NORTHING

2026592

2026607

2026602

2026452

2026333

2026182

2026339

2026188

2026207

2026456

2026607

EASTING

2586622

2586523

2586269

2586275

2586278

2586277

2586534

2586533

2586621

2586531

2586613

DESCRIPTION

BM CITY OF ROCKFORD DISC

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

BM CHISELED SQUARE

CONTROL POINT TABLE

CP#

55

56

57

ELEVATION

699.86

699.89

699.84

NORTHING

2026444.70

2026348.52

2026593.53

EASTING

2586529.47

2586530.68

2586271.02

DESCRIPTION

CP CUTX

CP CUTX

CP CUTX

1104+02

1100+

00

1101+

00

1102+

00

1103+

00

1104+

00

1200+

00

1201+

00

1202+

00

1203+

00

1203+

45

1303+08

1300+00

1301+00

1302+0

0

1303+00

1403+08

1400+00

1401+00

1402+00

1403+00

L1

L2

L3

L4

ROADWAY ALIGNMENT LINE TABLE

LINE #

L1

L2

L3

L4

LENGTH

(FT)

402.41

344.58

307.89

308.21

DIRECTION

BEARING

N01° 24' 15.43"W

N01° 06' 44.06"W

N88° 50' 07.37"E

N88° 50' 07.37"E

START STATION

STA. 1100+00.00

N: 2026181.9013

E: 2586256.7742

STA. 1200+00.00

N: 2026212.6610

E: 2586563.2141

STA. 1300+00.00

N: 2026360.2130

E: 2586252.4030

STA. 1400+00.00

N: 2026423.1855

E: 2586250.8593

END STATION

STA. 1104+02.41

N: 2026584.1878

E: 2586246.9124

STA. 1203+44.58

N: 2026557.1806

E: 2586556.5254

STA. 1303+07.89

N: 2026366.4709

E: 2586560.2279

STA. 1403+08.21

N: 2026429.4498

E: 2586559.0052

ALIGNMENT - D

ALIGNMENT - F

ALIGNMENT - G

ALIGNMENT - E

STA 1101+78.37

STA 1300+00.00

STA 1201+53.84

STA 1303+07.89

STA 1202+16.83

STA 1403+08.21

STA 1102+41.36

STA 1400+00.00

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


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ALIGNMENTS, TIES, & BENCHMARKS - NORTH SITE


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS - ALIGNMENT A

Sheet No.


Date

8/3/2020FOR BID


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LEGEND

A PAVEMENT REMOVAL (FULL WIDTH)

AGGREGATE BASE COURSE, TY. B, 8"

(EXTEND 1.0' BEYOND BACK OF CURB)

PCC PAVEMENT, 10" (JOINTED)

AGGREGATE SUBGRADE IMPROVEMENT, AT LOCATIONS &

DEPTH TO BE DETERMINED BY THE ENGINEER.

COMBINATION CURB & GUTTER TY. M6.18MOD

TOPSOIL FURNISH & PLACE, 6"

SEEDING CLASS 1 & FERTILIZING


(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)

FURNISHED EXCAVATION

B

C

D

E

F

STA 101+08.00

STA 101+08.00 TO STA 101+79.13

STA 101+83.00 TO STA 102+58.00

STA 102+58.00

STA 102+58.00 TO 103+45.45

STA 103+45.45 TO 104+44.65

STA 104+44.65

STA 101+79.13 TO STA 101+83.00

9.0'9.0'

±2% (MATCH EX)

±-2% (MATCH EX)

VARIABLE

(-2% TO 1.5%)

9.0'9.0'

9.0'9.0'

9.0'9.0'

VARIABLE

(2% TO -1.5%)

VARIABLE

(-2% TO 1.5%)

VARIABLE

(2% TO -1.5%)

VARIABLE

(-2% TO 1.5%)

VARIABLE

(2% TO -1.5%)

TIP-OUT

VARIABLE

VARIABLE

9.0'9.0'

1.5%

-1.5%

TIP-OUT

VARIABLE

-1.5%

9.0'9.0'

1.5%

-1.5%

TIP-OUT

VARIABLE

-1.5%

9.0'9.0'

1.5%

-1.5%

TIP-OUT

9.0'9.0'

±1.5% (MATCH EX)

±-1.5% (MATCH EX)

TIP-OUT

A

CB

E

E

A

C

B

E

E

D *

1.0' TYP.

MATCH EX

TYP.

MATCH EX

TYP.

VARIABLE

TYP.

* AGGREGATE SUBGRADE IMPROVEMENT SHOWN

THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS

SHALL BE AS DIRECTED BY THE ENGINEER.

CB

CB

CB

CB

CB

CB

A

E

E

A

E

E

A

E

E

A

E

E

A

EE

A

E

F

F

F

F

F

F

F

F

F

F

F

G

G

G

G

G

G

G

G

G

G

G

FURN EXC UP TO 6" BELOW FINISH GRADE

FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)

F


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS - ALIGNMENT B

Sheet No.


Date

8/3/2020FOR BID


6 OF 42


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STA 200+00.00 TO 200+40.00

STA 200+40.00 TO 201+70.76

STA 201+00.00

STA 201+70.76 TO 202+12.10

STA 203+38.39 TO 203+61.59

STA 202+90.75 TO 203+38.39

STA 202+12.10 TO 202+90.75

VARIABLE12.0'

-1.5%

1.5%

12.0'12.0'

-1.5%

1.5%

VARIABLE

12.0'12.0'

-1.5%

1.5%

VARIABLE

-1.5%

12.0'12.0'

VARIABLE

-1.5% TO 2%

1.5%

12.0'

VARIABLE

-1.5% TO 2%

12.0'12.0'

VARIABLE

-1.5% TO 2%

VARIABLE

1.5% TO -2%

12.0'

VARIABLE

-1.5% TO 2%

TIP-OUT

TIP-OUT

TIP-OUT

TIP-OUT

TIP-OUT

TIP-OUT

B

C




MATCH EX

TYP.

1.0'

D *

B

C

B

C

B

C

B

C

B

C

B

C

A

A

A

A

E

E

E

E

E

E

E

E

E

E

E

12.0'12.0'

-1.5%

1.5%

VARIABLE

E

F

F

F

F

F

F

12.0'12.0'

-1.5%

1.5%

VARIABLE

(CURB RETURN)

G

G

G

G

G

G

G

G

G

G

G

G

LEGEND













B

C

D

E

F

G


FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)


FINISH GRADE SHOWN

(OMIT TOPSOIL)


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS - ALIGNMENT C

Sheet No.


Date

8/3/2020FOR BID


7 OF 42


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STA 301+27.39

STA 301+27.39 TO 301+39.39

STA 301+39.39 TO 301+63.80

STA 301+63.80 TO 302+00.74

STA 302+11.39

9.0'9.0'

±1.5% (MATCH EX)

±1.5% (MATCH EX)

TIP-OUT

TIP-OUT

DEPRESSED

(MATCH EX)

TIP-OUT

TIP-OUT

DEPRESSED

(MATCH EX)

9.0'9.0'

1.5%

1.5%

9.0'9.0'

1.5%

1.5%

9.0'9.0'

1.5%

1.5%

9.0'9.0'

1.5%

1.5%

1.0' TYP.

VARIABLE

(CURB RETURN)

TIP-OUT

LEGEND













HMA SURFACE COURSE IL-9.5, MIX "C", N50

2" THICK

B

C

D

E

F

G

D *

A

B

B

B

B

B

C

C

C

C

C

A

A

A

A




E

E

E

E

EE

MATCH EX

TYP.

MATCH EX

TYP.

MATCH EX

TYP.

G

H

H

8.0'

H

6.8'

A

A

A

H


FINISH GRADE SHOWN

(OMIT TOPSOIL)

F

G

HOT-MIX ASPHALT MIXTURE

REQUIREMENTS

MIXTURE USE(S)

SURFACE COURSE BINDER COURSE

PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0

FRICTION AGGREGATE MIX "C" N/A

MIX UNIT WEIGHT

112 lbs/sy/in 112 lbs/sy/in

THESE MIXTURE REQUIREMENTS ARE APPLICABLE FOR THIS PROJECT


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS - ALIGNMENT D

Sheet No.


Date

8/3/2020FOR BID


8 OF 42


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10.0'VARIABLE

VARIABLE

(MATCH EX AT 1101+21.24)

TIP-OUT

VARIABLE

(MATCH EX AT 1101+21.24)

F

A

LEGEND














2" THICK

HMA BINDER COURSE IL-19.0, N50

4" THICK

B

C

D

E

F

G

H

I

B

I

H

10.0'10.0'

-1.5% 1.5%

FA

B

I

H

E

E

HMA OR TOPSOIL & SEEDING

SEE PLANS

10.0'10.0'

VARIABLE

(MATCH EX AT 1103+26.50)

VARIABLE

(MATCH EX AT 1103+26.50)

F

A

B

I

H

MATCH EXISTING

STA 1101+21.24 TO STA 1101+52.24

HMA TRANSITION

STA 1101+52.24 TO STA 1103+39.50

HMA PAVEMENT

STA 1103+39.50 TO STA 1103+59.50

HMA TRANSITION




D *

MATCH EX EQUIPMENT PAD


REQUIREMENTS

MIXTURE USE(S)


PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0


MIX UNIT WEIGHT




ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS ALIGNMENT G -1

Sheet No.


Date

8/3/2020FOR BID


9 OF 42


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TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

B

I

H

EE

J

0.5%

F

STA 1400+30.11 TO STA 1400+65.02

STA 1400+73.01 TO STA 1401+49.58

STA 1401+57.62 TO STA 1401+92.58

TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

B

I

H

E

E

F

STA 1400+65.02 TO STA 1400+73.01

STA 1401+49.58 TO STA 1401+57.62

(AT TANK CHAMBER BUMP OUTS)

0.5%

0.5%

TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

BI

H

J

E

J

E

STA 1401+92.58 TO STA 1402+25.00

STA 1402+25.00 TO STA 1402+33.00

0.5%

0.5%

TIP-OUT

10.0'10.0'

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)

A

BI

H

J

E

J

E

LEGEND














2" THICK


4" THICK

PCC SIDEWALK 6" THICK


B

C

D

E

F

G

H

I

J

D ** AGGREGATE SUBGRADE IMPROVEMENT SHOWN




REQUIREMENTS

MIXTURE USE(S)


PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0


MIX UNIT WEIGHT



K

K

K

K K

K


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS ALIGNMENT G -2

Sheet No.


Date

8/3/2020FOR BID


10 OF 42


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STA 1402+34.25 TO STA 1402+42.13

(AT TANK CHAMBER BUMP OUT)

TIP-OUT

10.0'10.0' A

B

I

H

E

E

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)

STA 1402+42.13 TO STA 1402+81.06

AT CURB RETURNS AT ALIGNMENT E

10.0'10.0'

A

B

I

H

EE

J

0.5%

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)

VARIABLEVARIABLE

A

B

I

H

E E

F

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)

TIP-OUT

MATCH CROSS SLOPE OF EX EDGE OF

PAVEMENT

LANDSCAPE GRADING & RESTORATION


LEGEND














2" THICK


4" THICK



B

C

D

E

F

G

H

I

J


REQUIREMENTS

MIXTURE USE(S)


PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0


MIX UNIT WEIGHT



K

K


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS ALIGNMENT F -1

Sheet No.


Date

8/3/2020FOR BID


11 OF 42


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STA 1300+30.11 TO STA 1300+64.58

STA 1300+72.46 TO STA 1301+49.39

STA 1301+57.25 TO STA 1301+92.25

STA 1302+19.21 TO STA 1302+25.00

STA 1300+64.58 TO STA 1300+72.46

STA 1301+49.39 TO STA 1301+57.25

(AT TANK CHAMBER BUMP OUTS)

STA 1301+92.25 TO STA 1302+19.21

STA 1302+25.00 TO STA 1302+33.82

TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

B

I

H

E

E

D *

F

J

0.5%




TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

B

I

H

E

E

F

TIP-OUT

10.0'10.0'

-1.5%

1.5%

A

B

I

H

J

E

J

0.5%

0.5%

E

10.0'10.0'

A

B

I

H

EE

J

VARIABLE

(-1.5% TO ±0.36%)

VARIABLE

(1.5% TO ±-0.36%)


LEGEND














2" THICK


4" THICK



B

C

D

E

F

G

H

I

J


REQUIREMENTS

MIXTURE USE(S)


PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0


MIX UNIT WEIGHT



K

K

K

K

K


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TYPICAL SECTIONS ALIGNMENT F -2

Sheet No.


Date

8/3/2020FOR BID


12 OF 42


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STA 1302+33.82 TO STA 1302+41.72

(AT TANK CHAMBER BUMP OUT)

STA 1302+41.72 TO STA 1302+80.99

AT CURB RETURNS AT ALIGNMENT E

TIP-OUT

10.0'10.0' A

B

I

H

E

E

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)


10.0'10.0'

A

B

I

H

E

E

J

0.5%

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)



VARIABLEVARIABLE

A

B

I

H

E E

F

VARIABLE

(-1.5% TO ±0.22%)

VARIABLE

(1.5% TO ±-0.22%)

TIP-OUT

MATCH CROSS SLOPE OF EX EDGE OF

PAVEMENT

LEGEND














2" THICK


4" THICK



B

C

D

E

F

G

H

I

J


REQUIREMENTS

MIXTURE USE(S)


PG: PG 64-22 PG 64-22

DESIGN AIR VOIDS

4.0 @ N50 4.0 @ N50

MIXTURE COMPOSITION

(GRADATION MIXTURE)

IL 9.5 IL 19.0


MIX UNIT WEIGHT



K

K


ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TEMPORARY EROSION CONTROL DETAILS

Sheet No.


Date

8/3/2020FOR BID


13 OF 42


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S.W.P.P.P. NOTES

GENERAL NOTES

THE ESTIMATED AREA OF DISTURBANCE FOR THIS PROJECT EXCEEDS 1 ACRE. A NOTICE OF INTENT (N.O.I) WILL BE FILED. A STORM WATER POLLUTION PREVENTION PLAN

(S.W.P.P.P.) HAS BEEN PREPARED FOR THIS PROJECT. THE CONTRACTOR SHALL INSTALL A SWPPP MAILBOX IN AN ACCESSIBLE LOCATION ONSITE THAT SHALL CONTAIN THE

SWPPP PLAN, ANY CHANGES TO THE SWPPP PLAN, INSPECTION REPORTS, AND ALL OTHER RELEVANT DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE

REQUIREMENTS OF THE ILLINOIS URBAN MANUAL, CURRENT EDITION, I.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION, AND

THE PROJECT SPECIFICATIONS AND DETAILS.

THE EROSION CONTROL DEVICES, MATERIALS AND PROCEDURES SHOWN IN THESE PLANS ARE TO BE CONSIDERED A MINIMUM. ADDITIONAL DEVICES OR MATERIALS

MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS, AT THE DIRECTION OF THE ENGINEER. ANY DEVICES, MATERIALS, OR PROCEDURES REQUIRED BY THE ENGINEER

DUE TO THE CONTRACTOR'S ACTIONS OR NEGLIGENCE WILL BE AT NO ADDITIONAL COST TO THE DISTRICT.

ALL DISTURBED AREAS SHALL BE SEEDED UNLESS AGRICULTURAL OR OTHERWISE NOTED ON THE PLANS. THE CONTRACTOR IS RESTRICTED TO WORK IN TEMPORARY

EASEMENTS OR WORK AREAS DELINEATED ON PLANS. THE CONTRACTOR SHALL TAKE WHATEVER ACTIONS AND MEASURES ARE DEEMED NECESSARY BY THE DISTRICT OR

AUTHORIZED AGENCY TO ELIMINATE EXCESSIVE SILTATION OR EROSION AND TO STABILIZE THE PROJECT AREA. DISCHARGE OF HAZARDOUS SUBSTANCES INTO STORM

WATER IS SUBJECT TO I.E.P.A. REPORTING AND CLEANUP REQUIREMENTS.

CONTROL MEASURES

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE BEFORE CONSTRUCTION IN EACH AREA, AS DETERMINED BY THE ENGINEER, AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION. CONSTRUCTION ACTIVITIES SHALL ENSURE THAT EXISTING VEGETATION IS PRESERVED WHERE PRACTICAL. THE FOLLOWING

CONTROLS WILL BE PROVIDED AS A MINIMUM FOR THE DURATION OF THIS PROJECT:

· SEDIMENT CONTROL SHALL BE PROVIDED DOWNSLOPE OF ALL STOCKPILE AREAS.· STABILIZED CONSTRUCTION ENTRANCES MUST BE INSTALLED AS DETAILED AND WHERE REQUIRED BY THE ROADWAY AUTHORITY OR DISTRICT.· INLET PROTECTION MUST BE INSTALLED FOR ALL INLETS THAT COULD BE SUBJECT TO SILTATION, AS DETERMINED BY THE ENGINEER.· ALL ROADWAYS SHALL BE KEPT CLEAN OF DEBRIS, MUD, SOIL, AND CONSTRUCTION MATERIALS AND SHALL BE INSPECTED AT THE END OF EACH DAY AND CLEANED AS

NECESSARY.

· ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 DAYS IF THEY ARE TO REMAIN DISTURBED FOR MORE THAN 14 DAYS.

INSPECTIONS

INSPECTIONS MUST BE COMPLETED BY A QUALIFIED PERSON EVERY 7 DAYS AND WITHIN 24 HOURS OF EACH RAIN EVENT WITH OVER 0.5" OF RAIN OR SNOWFALL

EQUIVALENT. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED AND MODIFIED AS NEEDED TO BE EFFECTIVE AND TO PREVENT EROSION AND POLLUTANTS

FROM DISCHARGING FROM SITE. A REPORT SHALL BE COMPLETED WITH EACH INSPECTION, AND SHALL BE KEPT ACCESSIBLE ONSITE WITH THE S.W.P.P.P.

MAINTENANCE

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR OF ALL EROSION AND SEDIMENT CONTROL DEVICES AND PROTECTIVE MEASURES AS REQUIRED

TO MAINTAIN THE INTENDED FUNCTION. SEDIMENT COLLECTED FROM THE CONSTRUCTION SITE SHALL BE DISPOSED OF ON THE SITE ON A REGULAR BASIS AS NEEDED. ANY

DEBRIS OR SILT DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES, DITCHES, ETC. THAT COULD OBSTRUCT FLOW SHALL BE REMOVED AT THE CLOSE OF EACH

WORKING DAY. ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARY EROSION CONTROL

DEVICES WITHIN 30 DAYS OF FINAL SITE STABILIZATION APPROVAL BY THE DISTRICT. THE SITE SHALL HAVE A MIN. OF 70% VEGETATIVE COVER TO BE CONSIDERED STABILIZED.

OTHER DISCHARGES

NON STORM WATER DISCHARGES INCLUDING WASHING OF VEHICLES, CONCRETE WASH-OUT, WATER FOR DUST CONTROL, AND TRENCH DEWATERING DISCHARGES

SHALL BE DIRECTED AWAY FROM UNPROTECTED, BARE, OR UNSTABILIZED SOIL AND APPROPRIATE MEASURES SHALL BE IMPLEMENTED TO PREVENT EROSION OR

DEGRADATION OF RUNOFF FROM THE SITE. DEWATERING DISCHARGE MUST BE INTO SILT CONTAINMENT BAGS WITH PROPERLY ENGINEERED ANIONIC POLYMER AND FABRIC

PORE SIZE. UNDER NO CIRCUMSTANCE SHALL DEWATERING DISCHARGE BE ALLOWED TO FLOW DIRECTLY INTO WATERWAYS. A DEWATERING DISCHARGE PLAN SHALL BE

SUBMITTED TO THE DISTRICT FOR APPROVAL.


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

>

>

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

7

0

0

6

9

8

6

9

9

7

0

1

702

7

0

0

7

0

1

7

0

2

6

9

8

6

9

0

6

9

5

6

9

1

6

9

2

6

9

3

6

9

4

6

9

6

6

9

7

6

9

8

6

9

9

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

1

0

1

+

0

0

1

0

2

+

0

0

103+00

104+00

105+00

106+00

2

0

0

+

0

0

2

0

1

+

0

0

2

0

2

+

0

0

203+

00

203+

79

300+

00

301+

00

302+

00

302+

25

STA: 100+98.79

O/S: 11.37' R

STA: 101+38.95

O/S: 24.58' R

STA: 102+97.89

O/S: 39.83' R

STA: 103+82.10

O/S: 22.87' R

STA: 104+00.49

O/S: 22.51' R

STA: 104+58.90

O/S: 10.80' R

STA: 101+00.59

O/S: 11.70' L

STA: 101+88.82

O/S: 16.37' L

STA: 102+55.11

O/S: 62.13' L

STA: 102+51.47

O/S: 75.90' L

STA: 102+69.17

O/S: 98.34' L

STA: 102+76.86

O/S: 91.85' L

STA: 103+26.22

O/S: 178.63' L

STA: 103+49.62

O/S: 199.88' L

STA: 103+42.17

O/S: 194.07' L

STA: 103+62.33

O/S: 206.94' L

STA: 103+85.03

O/S: 215.05' L

STA: 104+24.14

O/S: 239.10' L

STA: 104+41.71

O/S: 254.58' L

STA: 104+32.72

O/S: 253.12' L

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


14 OF 42


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TEMPORARY EROSION CONTROL PLAN - SOUTH SITE

PERIMETER EROSION BARRIER

266 FT


60 FT


493 FT

INLET PROTECTION

1 EA

TEMPORARY EROSION CONTROL SEEDING, TYP.

54 LB TOTAL FOR SOUTH SITE

STAB CONST ENTRANCE

50 SY

25'

18.0000'

N

SCALE IN FEET

020 20 40


1101+

00

1102+

00

1103+

00

1104+

00

1200+

00

1201+

00

1202+

00

1203+

00

1203+

45

1303+081300+00

1301+00

1302+00

1303+00

1403+08

1400+00

1401+00

1402+00

1403+00

E

HHHH

HHHH HH

HH

HHHHHH

HH

HH

UE

U

E

UE

>

>

7

0

0

7

0

1

6

9

7

697

6

9

8

69

8

699

699

6

9

9

699

6

9

8

698

6

9

8

6

9

8

6

9

9

699

699

699

6

9

9

6

9

9

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

TEMPORARY EROSION CONTROL PLAN - NORTH SITE

Sheet No.


Date

8/3/2020FOR BID


15 OF 42


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em

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ontrol.dw

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SCALE IN FEET

020 20 40

N

TEMP DITCH CHECK

20 FT

STAB CONST ENTRANCE

45 SY

20.0'

20.0'

TEMP EROS CTRL SEEDING, TYP

34 POUNDS TOTAL FOR NORTH SITE


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

1

0

1

+

0

0

1

0

2

+

0

0

103+00

104+00

105+00

106+00

203+

79

200+00

2

0

1

+

0

0

2

0

2

+

0

0

203+

00

300+

00

301+

00

302+

00

302+

25

BEGIN ROADWAY IMPROVEMENTS

STA: 101+08.00

O/S: 0.00'

END ROADWAY IMPROVEMENTS

STA: 104+44.65

O/S: 0.00'


STA: 302+11.39

O/S: 0.00'


STA: 301+27.39

O/S: 0.00'

BEGIN FENCE REM

STA: 101+88.62

O/S: 16.62' L

END FENCE REM

STA: 203+08.83

O/S: 63.97' L

STA: 302+16.39

O/S: 17.07' R

STA: 302+16.39

O/S: 9.54' L

STA: 301+44.35

O/S: 17.00' R

STA: 301+75.40

O/S: 17.00' R

STA: 301+75.80

O/S: 11.32' R

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


16 OF 42


file: I:\D

istrict P

rojects\C

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ings\C

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B

uilding-R

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ovals.dw

g

REMOVALS - SOUTH SITE

N

SCALE IN FEET

020 20 40

HMA PAVEMENT REMOVAL

PCC PAVEMENT REMOVAL

COMBINATION CURB & GUTTER

REMOVAL

LEGEND

PVMNT REM

1803 SY TOTAL

SOUTH SITE

COMB CURB & GUTTER REM

331 LF


342 LF


3 LF

CHAIN LINK FENCE REM

354 LF

PIPE CULVERTS REM

36 LF

REMOVE CATCH BASIN

1 EA

REM EX CONCRETE FOUNDATION

OR CUT AT EL 694.8 (2' BELOW SUBGRADE)

1 EA

EARTH EXCAVATION

EARTH EXCAVATION

521 CY

CLEARING & GRUBBING/TREE REMOVAL

6 FEET MIN OUTSIDE OF PROPOSED FENCE

1 L SUM


E

HHHH

HHHH HH

HH

HHHHHH

HH

HH

UE

U

E

UE

1101+

00

1102+

00

1103+

00

1104+

00

1104+

02

1300+00

1301+00

1302+00

1303+00

1400+00

1401+00

1402+00

1403+00


STA: 1101+21.24

O/S: 0.00'


STA: 1103+59.50

O/S: 0.00'


STA: 1402+98.21

O/S: 0.00'


STA: 1302+97.97

O/S: 0.00'

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


17 OF 42


file: I:\D

istrict P

rojects\P

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em

ovals.dw

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REMOVALS - NORTH SITE

HMA PAVEMENT REMOVAL

PCC PAVEMENT REMOVAL

COMBINATION CURB & GUTTER

REMOVAL

LEGEND

EARTH EXCAVATION


396 LF


393 LF

PVMNT REM

1446 SY TOTAL

NORTH SITE

PIPE CULVERTS REM

40 LF

REMOVE CATCH BASIN

1 EA

PIPE CULVERTS REM

40 LF

PIPE CULVERTS REM

40 LF

PIPE CULVERTS REM

40 LF

REMOVE CATCH BASIN

1 EA

EARTH EXCAVATION

1080 CY TOTAL NORTH SITE


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

2

0

0

+

0

0

2

0

1

+

0

0

2

0

2

+

0

0

203+

00

203+

79

300+

00

301+

00

302+

00

302+

25

1

0

1

+

0

0

1

0

2

+

0

0

103+00

104+00

105+00

106+00


STA: 104+44.65

O/S: 0.00'

BEGIN

ROADWAY

IMPROVEMENTS

STA: 101+08.00

O/S: 0.00'

STA 102+09.52

STA 200+00.00

STA 203+79.18

STA 301+77.49


STA: 302+11.39

O/S: 0.00'


STA: 301+27.39

O/S: 0.00'

>

>

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

ALIGNMENT - A

ALIGNMENT - B

ALIGNMENT - C

7

0

0

6

9

8

6

9

9

7

0

1

702

7

0

0

7

0

1

7

0

2

6

9

8

6

9

0

6

9

5

6

9

1

6

9

2

6

9

3

6

9

4

6

9

6

6

9

7

6

9

8

6

9

9

END TIP-OUT

STA: 101+91.89

O/S: 9.82' L

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


18 OF 42


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SITE PLAN - SOUTH SITE

N

SCALE IN FEET

020 20 40

PCC PAVEMENT 10" (JOINTED)

2346 SY

AGGREGATE BASE COURSE TY B

(EXTEND 1' BEYOND BACK OF CURB)

893 TON


SEEDING CL 1 & FERTILIZING


569 SY

FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH & PLACE

341 CY TOTAL SOUTH SITE




160 SY

FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH & PLACE





580 SY

FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH &

PLACE


GRADING & SHAPING DITCHES

50 LF

COMB C&G M6.18MOD

331 LF

COMB C&G M6.18MOD

192 LF

COMB C&G M6.18MOD

288 LF

1

1FURNISHED EXCAVATION, UP TO 6" OF FINISH GRADE

(OMIT TOPSOIL)

TO BE PLACED AROUND PERIMETER OF TANK WALL

EXTENDED TO BACK OF PROPOSED OR EXISTING CURB



SEEDING CL 4A & FERTILIZING


50 SY

FILTER FABRIC

STONE RIPRAP CL A5, 30"

31 SY

2

3

2FUTURE PCC PAVEMENT BY OTHERS

3FUTURE PCC PAVEMENT BY OTHERS

COMB C&G M6.18MOD

421 LF

FUTURE SIDEWALK

BY OTHERS

COMB C&G M6.18MOD

12 LF

HMA SRF CSE IL-9.5 MIX "C" N50

2" THICK

8 TON

CLASS SI CONCRETE (OUTLET)

1 CY

CHAIN LINK FENCE, 6', SPECIAL

355 LF



4 SY

TIP-OUT CURB & GUTTER

DEPRESSED CURB & GUTTER

LEGEND

FUTURE SIDEWALK

BY OTHERS

FIRE HYDRANTS TO BE ADJUSTED

1 EA

VALVE BOX TO BE ADJUSTED

1 EA

PCC SLEEPER SLAB

19 SY

6.0'

FUTURE BUILDING BY

OTHERS


1101+

00

1102+

00

1103+

00

1104+

00

1200+

00

1201+

00

1202+

00

1203+

00

1203+

45

1303+081300+00

1301+00

1302+00

1303+00

1403+08

1400+00

1401+00

1402+00

1403+00

E

HHHH

HHHH HH

HH

HHHHHH

HH

HH

UE

U

E

UE

STA 1101+78.37

STA 1300+00.00

STA 1102+41.36

STA 1400+00.00


HMA TRANSITION

STA: 1101+21.24

O/S: 0.00'


HMA TRANSITION

STA: 1103+59.50

O/S: 0.00'

BEGIN HMA PAVEMENT

STA: 1101+52.24

O/S: 0.00'

END HMA PAVEMENT

STA: 1103+39.50

O/S: 0.00'

700

7

0

1

7

0

2

7

0

3

696

6

9

6

697

6

9

7

698

6

9

8

6

9

9


STA: 1402+98.21

O/S: 0.00'


STA: 1302+97.89

O/S: 0.00'

ALIGNMENT - D

ALIGNMENT - F

ALIGNMENT - G

ALIGNMENT - E

>

>

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


19 OF 42


file: I:\D

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SITE PLAN - NORTH SITE

LEGEND



HMA SRF CSE IL-9.5 MIX "C" N50 2" THICK

145 TON

HMA BDR CSE IL-19.0 N50 4" THICK

285 TON

AGG BASE CSE TY B 8"

880 TON


6 TON


11 TON


22 TON


9 TON


17 TON


36 TON


12 TON


25 TON


51 TON


15 TON


30 TON


63 TON

COMB C&G M6.18MOD

299 LF

COMB C&G M6.18MOD

42 LF

COMB C&G M6.18MOD

42 LF

COMB C&G M6.18MOD

610 LF

COMB C&G M6.18MOD

372 LF

COMB C&G M6.18MOD

82 LF

PCC SIDEWALK 6"

255 SF

PCC SIDEWALK 6"

442 SF

PCC SIDEWALK 6"

441 SF

PCC SIDEWALK 6"

226 SF

PCC SIDEWALK 6"

179 SF

PCC SIDEWALK 6"

244 SF

PCC SIDEWALK 6"

444 SF

PCC SIDEWALK 6"

440 SF

PCC SIDEWALK 6"

228 SF

PCC SIDEWALK 6"

122 SF




153 SY




107 SY




241 SY




186 SY




61 SY




927 SY




12 SY




12 SY

AGG BASE CSE TY B, VAR DEPTH

20 TON

GRADE & SHAPE AS DIRECTED


16 LF


37 LF


33 LF

CLASS SI CONCRETE (OUTLET)

1 CY


1 LS

PIPE CUL CL D TY 1 12", 42 FT

METAL FES 12, 2 EA

PIPE CUL CL D TY 1 12", 35 LF

METAL FES 12", 2 EA

1

1

1

1

1

1

1

1

1

1

1

1

11

1

1

1

1

1

VALVE BOX TO BE ADJUSTED, 1 EA

MANHOLE TO BE ADJUSTED, 1 EA

2

2

2

22

2

2

2

N

SCALE IN FEET

020 20 40

COMB C&G M6.18MOD

98 LF


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

2

0

0

+

0

0

2

0

1

+

0

0

2

0

2

+

0

0

203+

00

203+

79

300+

00

301+

00

302+

00

302+

25

1

0

1

+

0

0

1

0

2

+

0

0

103+00

104+00

105+00

106+00


STA: 104+44.65

O/S: 0.00'

BEGIN

ROADWAY

IMPROVEMENTS

STA: 101+08.00

O/S: 0.00'

STA 102+09.52

STA 200+00.00

STA 203+79.18

STA 301+77.49


STA: 302+11.39

O/S: 0.00'


STA: 301+27.39

O/S: 0.00'

>

>

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

BEGIN TIP-OUT

STA: 101+08.00

O/S: 9.00' L

STA: 101+08.00

O/S: 9.00' R

STA: 101+79.13

O/S: 9.00' L

STA: 102+16.07

O/S: 9.00' R

STA: 102+95.97

O/S: 9.00' R

END TIP-OUT

STA: 104+44.72

O/S: 9.00' R

STA: 104+44.58

O/S: 9.00' L

PC: 202+12.10

PT

: 202+

68.61

ALIGNMENT - A

ALIGNMENT - B

ALIGNMENT - C

STA: 200+16.14

O/S: 12.00' L

STA: 202+90.75

O/S: 24.00' L

STA: 203+61.59

O/S: 24.00' L

STA: 202+13.97

O/S: 12.00' L

STA: 201+58.91

O/S: 15.89' R

STA: 201+70.76

O/S: 12.00' R

END DEPRESSED

STA: 201+56.11

O/S: 17.95' R

BEGIN DEPRESSED

STA: 201+20.66

O/S: 44.01' R

STA: 201+08.99

O/S: 52.58' R

BEGIN TIP-OUT

STA: 103+45.45

O/S: 9.00' L

STA: 200+88.60

O/S: 51.93' L

STA: 200+88.60

O/S: 39.74' L

STA: 201+11.40

O/S: 38.74' L

STA: 201+11.40

O/S: 50.80' L

STA: 201+11.40

O/S: 25.03' L

STA: 200+88.60

O/S: 25.91' L

STA: 200+88.60

O/S: 22.25' L

STA: 201+11.40

O/S: 22.25' L

STA: 202+12.10

O/S: 12.00' R

STA: 202+68.61

O/S: 12.00' R

STA: 203+38.39

O/S: 12.00' R

STA: 301+33.82

O/S: 9.00' L

END TIP-OUT

STA: 301+24.33

O/S: 11.00' L

BEGIN TIP-OUT

BEGIN DEPRESSED

STA: 301+27.59

O/S: 9.00' R

END TIP-OUT

END DEPRESSED

STA: 301+39.39

O/S: 11.19' R

BEGIN TIP-OUT

STA: 203+16.00

O/S: 24.00' L

END TIP-OUT

STA: 302+11.39

O/S: 9.00' L

BEGIN TIP-OUT

STA: 101+92.00

O/S: 9.00' R

700.62

700.50

700.25

PR GRADE ELEV, TYP.

700.24

699.50

700.62

700.62

700.49

701.10

701.09

701.11

700.50

700.62

701.06

STA: 203+13.97

O/S: 70.52' L

STA: 203+09.01

O/S: 62.48' L

TIE-IN TO EX FENCE

STA: 203+08.83

O/S: 63.97' L

END GRADING & SHAPING DITCHES

STA: 202+96.15

O/S: 55.86' L

BEGIN GRADING & SHAPING DITCHES

STA: 203+43.01

O/S: 38.79' L

STA: 202+68.95

O/S: 41.23' L

STA: 202+56.00

O/S: 36.42' L

STA: 202+44.00

O/S: 33.03' L

STA: 202+32.00

O/S: 29.64' L

FENCE CORNER

STA: 202+28.85

O/S: 23.09' L

STA: 202+12.10

O/S: 26.78' L

STA: 201+70.76

O/S: 25.00' L

TIE-IN TO EX FENCE

STA: 101+88.62

O/S: 16.62' L

STA: 101+08.15

O/S: 14.00' L

STA: 101+88.82

O/S: 16.37' L

699.25

698.60

7

0

0

6

9

8

6

9

9

7

0

1

702

7

0

0

7

0

1

7

0

2

6

9

8

6

9

0

6

9

5

6

9

1

6

9

2

6

9

3

6

9

4

6

9

6

6

9

7

6

9

8

6

9

9

PT: 101+00.67

PC: 102+16.07

PT

: 102+

95.97

END TIP-OUT

STA: 101+91.89

O/S: 9.82' L

X

X

X

X

X

2

0

1

+

0

0

X

X

X

X

STA: 200+96.00

O/S: 12.00' L

STA: 201+04.00

O/S: 12.00' L

LOW POINT

STA: 201+00.00

O/S: 12.00' L

STA: 200+98.25

O/S: 18.25' L

STA: 201+01.75

O/S: 18.25' L

STA: 201+00.00

O/S: 18.25' L

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


20 OF 42


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SITE LAYOUT - SOUTH SITE

N

SCALE IN FEET

020 20 40

R141.0'

R25.0'

R100.0'

R20.0'

R49.8'

R30.0'

R10.0'

R44.0'

R100.0'

MATCH EX ELEV

±10% SLOPE AWAY FROM BACK OF CURB

LIMITS OF GRADING

NOTES:

1. THE ELEVATIONS SHOWN ARE FINISHED GRADE. FURNISHED EXCAVATION

AROUND THE SOUTH SITE TANK WALL PERIMETER SHALL BE PLACED FROM THE

TANK WALL TO THE PROPOSED OR EXISTING CURB, AND SHALL BE PLACED TO 4

INCHES BELOW FINISHED GRADE, TO ALLOW FOR FUTURE TOPSOIL PLACEMENT

BY OTHERS.

2. PROPOSED GRADING ON LEFT SIDE OF ALIGNMENT A FROM 100+00 TO

BEGINNING OF ALIGNMENT B, AND ON LEFT SIDE OF ALIGNMENT B SHALL BE

FROM BACK OF CURB TO MATCH EXISTING ELEVATION AT LIMITS SHOWN.



LEGEND

R27"

R27"

R4.0'

R4.0'

SEE DETAIL AT LEFT

CURB & GUTTER OUTLET, SPECIAL

OUTSIDE OF EX

TANK WALL

FUTURE SIDEWALK

BY OTHERS

LIMITS OF GRADING


>

>

1101+

00

1102+

00

1103+

00

1104+

00

1104+

02

1200+

00

1201+

00

1202+

00

1203+

00

1203+

45

1300+00

1301+00

1302+00

1303+00

1400+00

1401+00

1402+00

1403+00

BEGIN TIP-OUT

STA: 1101+52.24

O/S: 10.00' R

STA: 1101+52.24

O/S: 10.00' L

STA: 1102+67.23

O/S: 10.00' R

STA: 1300+30.11

O/S: 6.00' R

STA: 1300+29.89

O/S: 6.00' L

STA: 1302+82.87

O/S: 6.00' R

STA: 1302+82.91

O/S: 6.00' L

STA: 1201+32.82

O/S: 10.00' L

STA: 1201+74.82

O/S: 10.00' L

STA: 1201+95.81

O/S: 10.00' L

STA: 1202+37.81

O/S: 10.00' L

STA: 1402+83.23

O/S: 6.00' L

STA: 1402+83.19

O/S: 6.00' R

STA: 1400+30.11

O/S: 6.00' R

STA: 1400+29.89

O/S: 6.00' L

BEGIN HMA PAVEMENT

STA: 1101+52.24

O/S: 0.00'


HMA TRANSITION

STA: 1103+59.50

O/S: 0.00'


STA: 1302+97.89

O/S: 0.00'


STA: 1402+98.21

O/S: 0.00'

SEE CURB OUTLET DETAIL

STA: 1102+54.00

O/S: 10.00' L

STA: 1102+04.24

O/S: 10.00' R

STA: 1102+15.23

O/S: 10.00' R

END HMA PAVEMENT

STA: 1103+39.50

O/S: 0.00'


HMA TRANSITION

STA: 1101+21.24

O/S: 0.00'

STA: 1101+21.24

O/S: 11.44' L

STA: 1101+21.24

O/S: 10.00' R

STA: 1101+52.33

O/S: 33.92' L

STA: 1101+74.53

O/S: 45.69' L

STA: 1101+92.55

O/S: 70.41' L

STA: 1102+77.25

O/S: 85.28' L

STA: 1103+14.50

O/S: 85.28' L

STA: 1103+14.50

O/S: 61.14' L

STA: 1103+30.19

O/S: 62.73' L

STA: 1103+30.09

O/S: 43.93' L

STA: 1103+40.54

O/S: 19.67' L

STA: 1103+59.50

O/S: 10.00' L

STA: 1103+59.50

O/S: 10.00' R

STA: 1102+77.26

O/S: 37.00' L

STA: 1103+14.50

O/S: 37.00' L

STA: 1102+77.25

O/S: 30.00' L

STA: 1102+77.25

O/S: 46.22' L

STA: 1102+57.25

O/S: 66.22' L

STA: 1102+51.18

O/S: 66.22' L

STA: 1102+31.18

O/S: 46.22' L

STA: 1102+31.18

O/S: 30.00' L

STA: 1102+31.18

O/S: 37.00' L

STA: 1102+02.36

O/S: 45.79' L

STA: 1102+02.36

O/S: 37.00' L

STA: 1300+21.55

O/S: 10.17' R

STA: 1300+21.47

O/S: 13.80' R

STA: 1302+80.99

O/S: 13.80' R

STA: 1402+81.06

O/S: 13.80' L

STA: 1401+92.58

O/S: 12.64' R

STA: 1402+32.87

O/S: 12.25' R

STA: 1301+92.25

O/S: 12.57' L

STA: 1302+19.20

O/S: 12.51' L

ALIGNMENT - D

ALIGNMENT - F

ALIGNMENT - G

ALIGNMENT - E

METAL FES 12", 1 EA

STA 1101+99.2, 29.5' L

INV=697.00

METAL FES 12", 1 EA

STA 1102+34.1, 29.5' L

INV=696.88

METAL FES 12", 1 EA

STA 1103+17.7, 29.5' L

INV=696.58

METAL FES 12", 1 EA

STA 1102+75.2, 29.5' L

INV=696.73

BEGIN TIP-OUT

STA: 1101+90.13

O/S: 15.83' R

BEGIN TIP-OUT

STA: 1102+53.61

O/S: 16.32' R

BEGIN TIP-OUT

STA: 1402+60.00

O/S: 6.00' L

END TIP-OUT

STA: 1402+60.00

O/S: 6.00' R

BEGIN TIP-OUT

STA: 1302+60.03

O/S: 6.00' L

END TIP-OUT

STA: 1302+60.00

O/S: 6.00' R

STA: 1102+52.25

O/S: 16.25' L

STA: 1102+55.75

O/S: 16.25' L

STA: 1102+52.25

O/S: 14.25' L

STA: 1102+55.75

O/S: 14.25' L

STA: 1102+58.00

O/S: 12.00' L

STA: 1102+50.00

O/S: 12.00' L

STA: 1102+54.00

O/S: 16.25' L

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict

Sheet No.


Date

8/3/2020FOR BID


21 OF 42


file: I:\D

istrict P

rojects\P

lant R

oadw

ay 2020 2106\01 D

esign\D

raw

ings\P

lant R

oadw

ay 2020 - S

ite Layout.dw

g

SITE LAYOUT - NORTH SITE



LEGEND

R

1

5

.

0

'

R

1

5

.

0

'

R

1

5

.

0

'

R

1

5

.

0

'

R

2

0

.

0

'

R

2

0

.

0

'

R

2

0

.

0

'

R

2

0

.

0

'

CURB & GUTTER OUTLET, SPECIAL 1102+54.00

R

2

0

.

0

'

R

2

0

.

0

'

R

2

5

.

0

'

R

1

8

.

0

'

R

1

8

.

0

'

R

2

5

.

0

'

±5.8'

12.0'

12.0'

±5.8'

20.0'

R

2

7

"

R

4

.

0

'

R

4

.

0

'

R

2

7

"

ALL CURB & GUTTER FOR NORTH SITE IS DEPRESSED.

LIMITS OF GRADING


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

~

2

0

0

+

0

0

2

0

1

+

0

0

300+

00

301+

00

1

0

1

+

0

0

1

0

2

+

0

0

103+00

104+00

105+00

106+00


STA: 104+44.65

O/S: 0.00'

BEGIN

ROADWAY

IMPROVEMENTS

STA: 101+08.00

O/S: 0.00'

STA 102+09.52

STA 200+00.00


STA: 301+27.39

O/S: 0.00'

X

X

X

X

X

X

X

ALIGNMENT - A

7

0

0

6

9

8

6

9

9

7

0

1

702

7

0

0

7

0

1

7

0

2

6

9

8

6

9

0

6

9

5

6

9

1

6

9

2

6

9

3

6

9

4

6

9

6

6

9

7

6

9

8

6

9

9

PT: 101+00.67

PC: 102+16.07

PT

: 102+

95.97

END TIP-OUT

STA: 101+91.89

O/S: 9.82' L

690

695

700

705

710

690

695

700

705

710

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00

0.52%

-2.2

1%

PVI STA. 103+75.00

EL = 700.18

L = 100.00

K = 36.62

PV

C S

TA

1

03

+2

5.0

0

EL

=

6

99

.9

2

PV

T S

TA

1

04

+2

5.0

0

EL

=

6

99

.0

8

ST

A =

1

01

+0

8.0

0

EL

=

6

98

.7

9

ST

A =

1

04

+4

4.6

5

EL

=

6

98

.6

4

HIG

H P

OIN

T S

TA

1

03

+4

4.0

9

EL

=

6

99

.9

7

69

7.6

7

69

7.7

1

69

8.6

3

69

8.4

8

69

9.0

1

69

7.7

2

69

9.2

7

69

7.8

9

69

9.5

3

69

8.5

2

69

9.7

9

69

8.9

2

69

9.9

6

69

9.1

9

69

9.5

4

69

8.5

7

69

8.2

0

69

8.4

6

ROCK RIVER WATER




(815) 387-7660

Rock RiverWater

ReclamationDistrict


Date

8/3/2020

N

FOR BID

file: I:\D

istrict P

rojects\C

low

B

uilding 2157\01 D

esign\D

raw

ings\C

low

B

uilding-D

esign.dw

g

SCALE IN FEET

020 20 40

Sheet No.

22 OF 42



ALIGNMENT A PLAN & PROFILE

EX ELEV PR ELEV

PR ℄ ELEV

EX ℄ ELEV


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

~

~

~

~

~

~

~

~

~

~

~

~ ~ ~ ~ ~~ ~ ~

~

~

~

~

~

~

~

~

~

~

~

~

~

~~

~~

~~

~

~

~

~

~

~

~

~

2

0

0

+

0

0

2

0

1

+

0

0

2

0

2

+

0

0

2

0

3

+

0

0

2

0

3

+

7

9

3

0

1

+

0

0

3

0

2

+

0

0

3

0

2

+

2

5

1

0

1

+

0

0

1

0

2

+

0

0

103+00

1

0

4

+

0

0

BEGIN

ROADWAY

IMPROVEMENTS

STA: 101+08.00

O/S: 0.00'

STA 102+09.52

STA 200+00.00

STA 203+79.18

STA 301+77.49


STA: 302+11.39

O/S: 0.00'


STA: 301+27.39

O/S: 0.00'

>

>

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PC: 202+12.10

P

T

:

2

0

2

+

6

8

.

6

1

ALIGNMENT - A

ALIGNMENT - B

ALIGNMENT - C

7

0

0

6

9

8

6

9

9

7

0

1

7

0

2

6

9

0

6

9

5

6

9

1

6

9

2

6

9

3

6

9

4

6

9

6

6

9

7

6

9

8

6

9

9

PT: 101+00.67

PC: 102+16.07

P

T

:

1

0

2

+

9

5

.

9

7

END TIP-OUT

STA: 101+91.89

O/S: 9.82' L

685

690

695

700

705

710

685

690

695

700

705

710

199+75 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00

69

7.6

4

69

9.3

0

69

7.9

5

69

9.0

9

69

7.8

8

69

8.7

3

69

7.9

6

69

8.9

6

69

8.1

8

69

9.5

0

69

8.3

7

69

9.8

6

69

8.4

8

69

9.2

4

69

8.0

5

69

8.4

5

-0.19%-1.32%

1.07

%

-1.5

7%

-1.50%

PVI STA. 202+50.00

EL = 700.03

L = 50.00

K = 18.93

PVI STA. 201+00.00

EL = 698.43

L = 100.00

K = 41.85

PV

C S

TA

2

00

+5

0.0

0

EL

=

6

99

.0

9

PV

T S

TA

2

01

+5

0.0

0

EL

=

6

98

.9

6

PV

C S

TA

2

02

+2

5.0

0

EL

=

6

99

.7

6

PV

T S

TA

2

02

+7

5.0

0

EL

=

6

99

.6

3

ST

A =

2

00

+0

0.0

0

EL

=

6

99

.3

0

ST

A =

2

00

+3

9.9

6

EL

=

6

99

.2

2

ST

A =

2

03

+7

0.1

7

EL

=

6

98

.1

4

ST

A =

2

03

+7

9.1

8

EL

=

6

98

.0

0

HIG

H P

OIN

T S

TA

2

02

+4

5.2

0

EL

=

6

99

.8

7

LO

W P

OIN

T S

TA

2

01

+0

5.3

5

EL

=

6

98

.7

2

685

690

695

700

705

710

685

690

695

700

705

710

301+00 301+50 302+00 302+50

69

7.0

9

69

7.0

9

69

7.6

2

69

7.6

2

69

8.6

5

69

8.6

5

1.17

%

1.8

0%

ST

A =

3

01

+2

7.3

9

EL

=

6

97

.3

9

ST

A =

3

01

+7

5.0

0

EL

=

6

97

.9

5

ST

A =

3

02

+2

5.0

0

EL

=

6

98

.8

5

ROCK RIVER WATER



ROCKFORD

rock river water reclamation district · 38 alignment f cross sections 2 39 alignment g cross...

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