-
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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2020 S
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PROJECT SITE
US 20 BYPASS
IL 251
11th S
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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
34 ALIGNMENT D CROSS SECTIONS 2
35 ALIGNMENT D CROSS SECTIONS 3
36 ALIGNMENT D CROSS SECTIONS 4
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
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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
PLANT ROADWAY IMPROVEMENTS 2020
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
CAPITAL PROJECT #2106
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
Not to be used for bidding purposes
-
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
3 OF 42
CAPITAL PROJECT #2106
file: I:\D
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ALIGNMENTS, TIES, & BENCHMARKS - SOUTH SITE
Not to be used for bidding purposes
-
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
4 OF 42
CAPITAL PROJECT #2106
file: I:\D
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oadw
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ALIGNMENTS, TIES, & BENCHMARKS - NORTH SITE
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS - ALIGNMENT A
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
5 OF 42
CAPITAL PROJECT #2106
file: I:\D
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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
EROSION CONTROL BLANKET
(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)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
F
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS - ALIGNMENT B
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
6 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\C
low
B
uilding 2157\01 D
esign\D
raw
ings\C
low
B
uilding-T
ypical S
ections.dw
g
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
* AGGREGATE SUBGRADE IMPROVEMENT SHOWN
THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS
SHALL BE AS DIRECTED BY THE ENGINEER.
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
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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
B
C
D
E
F
G
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
FURN EXC UP TO 6" BELOW FINISH GRADE
FINISH GRADE SHOWN
(OMIT TOPSOIL)
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS - ALIGNMENT C
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
7 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\C
low
B
uilding 2157\01 D
esign\D
raw
ings\C
low
B
uilding-T
ypical S
ections.dw
g
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
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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
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
* AGGREGATE SUBGRADE IMPROVEMENT SHOWN
THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS
SHALL BE AS DIRECTED BY THE ENGINEER.
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
FURN EXC UP TO 6" BELOW FINISH GRADE
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
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS - ALIGNMENT D
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
8 OF 42
CAPITAL PROJECT #2106
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 - T
ypical S
ections.dw
g
10.0'VARIABLE
VARIABLE
(MATCH EX AT 1101+21.24)
TIP-OUT
VARIABLE
(MATCH EX AT 1101+21.24)
F
A
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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
HMA SURFACE COURSE IL-9.5, MIX "C", N50
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
* AGGREGATE SUBGRADE IMPROVEMENT SHOWN
THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS
SHALL BE AS DIRECTED BY THE ENGINEER.
D *
MATCH EX EQUIPMENT PAD
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
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS ALIGNMENT G -1
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
9 OF 42
CAPITAL PROJECT #2106
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 - T
ypical S
ections.dw
g
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
A PAVEMENT REMOVAL (FULL WIDTH)
AGGREGATE BASE COURSE, TY. B, 12"
(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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
HMA SURFACE COURSE IL-9.5, MIX "C", N50
2" THICK
HMA BINDER COURSE IL-19.0, N50
4" THICK
PCC SIDEWALK 6" THICK
AGGREGATE BASE COURSE, TY. B, 2"
B
C
D
E
F
G
H
I
J
D ** AGGREGATE SUBGRADE IMPROVEMENT SHOWN
THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS
SHALL BE AS DIRECTED BY THE ENGINEER.
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
K
K
K
K K
K
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS ALIGNMENT G -2
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
10 OF 42
CAPITAL PROJECT #2106
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 - T
ypical S
ections.dw
g
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
LANDSCAPE GRADING & RESTORATION
LEGEND
A PAVEMENT REMOVAL (FULL WIDTH)
AGGREGATE BASE COURSE, TY. B, 12"
(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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
HMA SURFACE COURSE IL-9.5, MIX "C", N50
2" THICK
HMA BINDER COURSE IL-19.0, N50
4" THICK
PCC SIDEWALK 6" THICK
AGGREGATE BASE COURSE, TY. B, 2"
B
C
D
E
F
G
H
I
J
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
K
K
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS ALIGNMENT F -1
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
11 OF 42
CAPITAL PROJECT #2106
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 - T
ypical S
ections.dw
g
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%
* AGGREGATE SUBGRADE IMPROVEMENT SHOWN
THIS TYPICAL SECTION ONLY. ACTUAL LOCATIONS
SHALL BE AS DIRECTED BY THE ENGINEER.
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%)
LANDSCAPE GRADING & RESTORATION
LEGEND
A PAVEMENT REMOVAL (FULL WIDTH)
AGGREGATE BASE COURSE, TY. B, 12"
(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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
HMA SURFACE COURSE IL-9.5, MIX "C", N50
2" THICK
HMA BINDER COURSE IL-19.0, N50
4" THICK
PCC SIDEWALK 6" THICK
AGGREGATE BASE COURSE, TY. B, 2"
B
C
D
E
F
G
H
I
J
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
K
K
K
K
K
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TYPICAL SECTIONS ALIGNMENT F -2
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
12 OF 42
CAPITAL PROJECT #2106
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 - T
ypical S
ections.dw
g
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%)
LANDSCAPE GRADING & RESTORATION
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%)
LANDSCAPE GRADING & RESTORATION
LANDSCAPE GRADING & RESTORATION
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
A PAVEMENT REMOVAL (FULL WIDTH)
AGGREGATE BASE COURSE, TY. B, 12"
(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
EROSION CONTROL BLANKET
(MATCH EX ELEV AT LOCATION SHOWN ON PLANS)
FURNISHED EXCAVATION
HMA SURFACE COURSE IL-9.5, MIX "C", N50
2" THICK
HMA BINDER COURSE IL-19.0, N50
4" THICK
PCC SIDEWALK 6" THICK
AGGREGATE BASE COURSE, TY. B, 2"
B
C
D
E
F
G
H
I
J
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
K
K
Not to be used for bidding purposes
-
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TEMPORARY EROSION CONTROL DETAILS
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
13 OF 42
CAPITAL PROJECT #2106
file: I:\D
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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.
Not to be used for bidding purposes
-
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
W
W
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~
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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
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8
6
9
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S
F
S
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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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
14 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\C
low
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uilding 2157\01 D
esign\D
raw
ings\C
low
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TEMPORARY EROSION CONTROL PLAN - SOUTH SITE
PERIMETER EROSION BARRIER
266 FT
PERIMETER EROSION BARRIER
60 FT
PERIMETER EROSION BARRIER
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
Not to be used for bidding purposes
-
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
TEMPORARY EROSION CONTROL PLAN - NORTH SITE
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
15 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\P
lant R
oadw
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esign\D
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ings\P
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oadw
ay 2020 - T
em
porary E
rosion C
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
Not to be used for bidding purposes
-
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
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
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~
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~
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~
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~
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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'
END ROADWAY IMPROVEMENTS
STA: 302+11.39
O/S: 0.00'
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
16 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\C
low
B
uilding 2157\01 D
esign\D
raw
ings\C
low
B
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em
ovals.dw
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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
COMB CURB & GUTTER REM
342 LF
COMB CURB & GUTTER REM
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
Not to be used for bidding purposes
-
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
BEGIN ROADWAY IMPROVEMENTS
STA: 1101+21.24
O/S: 0.00'
END ROADWAY IMPROVEMENTS
STA: 1103+59.50
O/S: 0.00'
END ROADWAY IMPROVEMENTS
STA: 1402+98.21
O/S: 0.00'
END ROADWAY IMPROVEMENTS
STA: 1302+97.97
O/S: 0.00'
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
17 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\P
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oadw
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REMOVALS - NORTH SITE
HMA PAVEMENT REMOVAL
PCC PAVEMENT REMOVAL
COMBINATION CURB & GUTTER
REMOVAL
LEGEND
EARTH EXCAVATION
COMB CURB & GUTTER REM
396 LF
COMB CURB & GUTTER REM
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
Not to be used for bidding purposes
-
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
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
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~
~
~
~
~
~
~
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~
~
~
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
END ROADWAY IMPROVEMENTS
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
END ROADWAY IMPROVEMENTS
STA: 302+11.39
O/S: 0.00'
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
18 OF 42
CAPITAL PROJECT #2106
file: I:\D
istrict P
rojects\C
low
B
uilding 2157\01 D
esign\D
raw
ings\C
low
B
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esign.dw
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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
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
569 SY
FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH & PLACE
341 CY TOTAL SOUTH SITE
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
160 SY
FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH & PLACE
341 CY TOTAL SOUTH SITE
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
580 SY
FURNISHED EXCAVATION, TYP. OF BENEATH TOPSOIL FURNISH &
PLACE
341 CY TOTAL SOUTH SITE
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
491 CY TOTAL SOUTH SITE
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 4A & FERTILIZING
EROSION CONTROL BLANKET
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
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
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
Not to be used for bidding purposes
-
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
BEGIN ROADWAY IMPROVEMENTS
HMA TRANSITION
STA: 1101+21.24
O/S: 0.00'
END ROADWAY IMPROVEMENTS
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
END ROADWAY IMPROVEMENTS
STA: 1402+98.21
O/S: 0.00'
END ROADWAY IMPROVEMENTS
STA: 1302+97.89
O/S: 0.00'
ALIGNMENT - D
ALIGNMENT - F
ALIGNMENT - G
ALIGNMENT - E
>
>
ROCK RIVER WATER
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
19 OF 42
CAPITAL PROJECT #2106
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 - D
esign.dw
g
SITE PLAN - NORTH SITE
LEGEND
TIP-OUT CURB & GUTTER
DEPRESSED CURB & GUTTER
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
HMA SRF CSE IL-9.5 MIX "C" N50 2" THICK
6 TON
HMA BDR CSE IL-19.0 N50 4" THICK
11 TON
AGG BASE CSE TY B 8"
22 TON
HMA SRF CSE IL-9.5 MIX "C" N50 2" THICK
9 TON
HMA BDR CSE IL-19.0 N50 4" THICK
17 TON
AGG BASE CSE TY B 8"
36 TON
HMA SRF CSE IL-9.5 MIX "C" N50 2" THICK
12 TON
HMA BDR CSE IL-19.0 N50 4" THICK
25 TON
AGG BASE CSE TY B 8"
51 TON
HMA SRF CSE IL-9.5 MIX "C" N50 2" THICK
15 TON
HMA BDR CSE IL-19.0 N50 4" THICK
30 TON
AGG BASE CSE TY B 8"
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
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
153 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
107 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
241 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
186 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
61 SY
TOPSOIL FURNISH & PLACE, 4"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
927 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
12 SY
TOPSOIL FURNISH & PLACE, 6"
SEEDING CL 1 & FERTILIZING
EROSION CONTROL BLANKET
12 SY
AGG BASE CSE TY B, VAR DEPTH
20 TON
GRADE & SHAPE AS DIRECTED
GRADING & SHAPING DITCHES
16 LF
GRADING & SHAPING DITCHES
37 LF
GRADING & SHAPING DITCHES
33 LF
CLASS SI CONCRETE (OUTLET)
1 CY
LANDSCAPE GRADING & RESTORATION
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
Not to be used for bidding purposes
-
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
END ROADWAY IMPROVEMENTS
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
END ROADWAY IMPROVEMENTS
STA: 302+11.39
O/S: 0.00'
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
20 OF 42
CAPITAL PROJECT #2106
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
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.
TIP-OUT CURB & GUTTER
DEPRESSED CURB & GUTTER
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
Not to be used for bidding purposes
-
>
>
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'
END ROADWAY IMPROVEMENTS
HMA TRANSITION
STA: 1103+59.50
O/S: 0.00'
END ROADWAY IMPROVEMENTS
STA: 1302+97.89
O/S: 0.00'
END ROADWAY IMPROVEMENTS
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'
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
Sheet No.
No. DATE REVISION INT.
Date
8/3/2020FOR BID
PLANT ROADWAY IMPROVEMENTS 2020
21 OF 42
CAPITAL PROJECT #2106
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
TIP-OUT CURB & GUTTER
DEPRESSED CURB & GUTTER
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
Not to be used for bidding purposes
-
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
END ROADWAY IMPROVEMENTS
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
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD, ILLINOIS 61109
(815) 387-7660
Rock RiverWater
ReclamationDistrict
No. DATE REVISION INT.
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
PLANT ROADWAY IMPROVEMENTS 2020
CAPITAL PROJECT #2106
ALIGNMENT A PLAN & PROFILE
EX ELEV PR ELEV
PR ℄ ELEV
EX ℄ ELEV
Not to be used for bidding purposes
-
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
END ROADWAY IMPROVEMENTS
STA: 302+11.39
O/S: 0.00'
BEGIN ROADWAY IMPROVEMENTS
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
RECLAMATION DISTRICT
3501 KISHWAUKEE STREET
ROCKFORD