DETAILSELMER JONES RICHARD POLLACK
JOHN SWEENEY BEN BERNSTEN
OFFICIALS TIMOTHY S. HANSON
ROCK RIVER WATER RECLAMATION DISTRICT
PLANT ROADWAY REPLACEMENT 2018 CAPITAL IMPROVEMENT PROJECT #1906
2018
INDEX OF SHEETS 1. COVER 2. LEGEND, GENERAL NOTES, PROJECT LOCATION, & SUMMARY OF QUANTITIES 3. PROJECT SITE DETAILS & SEQUENCE OF CONSTRUCTION 4. TYPICAL SECTIONS 5. ALIGNMENTS, TIES, AND BENCHMARKS 6. PROJECT SITE 1 EXISTING CONDITIONS / REMOVALS PLAN - 1 7. PROJECT SITES 2, 3, & 4 EXISTING CONDITIONS / REMOVALS PLAN - 2 8. PROJECT SITE 1 PLAN & PROFILE - 1 9. PROJECT SITE 1 PLAN & PROFILE - 2 10. PROJECT SITE 1 PLAN & PROFILE - 3 11. PROJECT SITES 2, 3, & 4 SITE PLANS 12. PROJECT SITE 1 JOINTING PLAN 13. DETAILS
PROJECT SITE RRWRD TREATMENT PLAN ENTRANCE 3333 KISHWAUKEE ST.
I:\DISTRICT PROJECTS\PLANT ROADWAY 2019 1906\ENGINEERING\DWGS\01-03 (COV, LNPL, SUM).DWGP LO
T D
A TE
:6 /8
/2 01
NOT FOR B ID
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
TV E HHT
GENERAL NOTES & CONSIDERATIONS
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF WORK TO THE LINES AND GRADES SHOWN ON THESE PLANS. CONSTRUCTION SHALL NOT VARY FROM PLANS WITHOUT DISTRICT APPROVAL.
2. THE CONTRACTOR SHALL NOTIFY JULIE (AT LEAST 48 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.
3. ALL CASTINGS SHALL BE SET TO FINAL GRADE PER ROCK RIVER WATER RECLAMATION DISTRICT REQUIREMENTS.
4. ALL ROADWAY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS CONTAINED HEREIN, DISTRICT SPECIFICATIONS, AND THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS, LATEST EDITION.
5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE I.E.P.A. STANDARDS AND SPECIFICATIONS, AND THE ILLINOIS URBAN MANUAL FOR SOIL EROSION AND SEDIMENT CONTROL.
6. THE CONTRACTOR SHALL CONTACT PLANT OPERATIONS SUPERVISOR WARREN ADAM (815) 871-0787 FIVE (5) WORKING DAYS MINIMUM PRIOR TO CONSTRUCTION TO COORDINATE DISTRICT UTILITY LOCATES. THE DISTRICT SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE CONSTRUCTION OPERATIONS BEGIN.
7. ILLINOIS DEPARTMENT OF TRANSPORTATION HIGHWAY STANDARD DRAWINGS INCLUDED IN THIS CONTRACT:
WS
SANITARY SEWER SERVICE & CLEANOUT
DRAINAGE CULVERT
WATER MAIN
FIRE HYDRANT
SOIL BORING
TREE (DECIDUOUS & CONIFEROUS
SF
WATER MAIN REDUCER
LEGEND EXISTING PROPOSED
ABBREVIATIONS SANITARY MANHOLE CLEANOUT VITRIFIED CLAY PIPE LINED WITH CURED IN PLACE PIPE REINFORCED CONCRETE PIPE DUCTILE IRON CORRUGATED METAL PIPE ABANDON(ED) REMOVE(D) REPLACE(D)
SAN. = MH =
C.O. = VCP =
LINCIPP = RCP =
REPL.=
LINEAR FEET FEET SQUARE YARD(S) EACH CUBIC YARD(S) LUMP SUM PAVEMENT TYPE UNKNOWN ELEVATION EXISTING PROPOSED
LF = FT = SY = EA = CY = LS =
PVMNT = TY.=
PROJECT ACCESS ROUTE
US 20 BYPASS
3333 KISHWAUKEE ST.
PROJECT SITE 1
PROJECT SITE 2
PROJECT SITE 3
PROJECT SITE 4
Date CONSTRUCTION
6/8/2018
CAPITAL IMPROVEMENT PROJECT #1906
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
STAGING AREA
· 208001-07 TEMPORARY EROSION CONTROL SYSTEMS · 420001-09 PAVEMENT JOINTS · 420101-06 24' JOINTED PCC PAVEMENT · 420111-04 PCC PAVEMENT ROUNDOUTS · 420701-03 PAVEMENT WELDED WIRE REINFORCEMENT · 602301-04 INLET - TYPE A · 602401-04 PRECAST MANHOLE TYPE A 4' DIAMETER · 602402 PRECAST MANHOLE TYPE A 5' DIAMETER · 604026-03 FRAME AND GRATE TYPE 6 · 604001-04 FRAME AND LIDS TYPE 1
PORTLAND CEMENT CONCRETE PAVEMENT, 10" (JOINTED) SUBBASE GRANULAR MATERIAL, 6"
HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 (VARIABLE DEPTH OVERLAY)
HOT-MIX ASPHALT DRIVEWAY PAVEMENT (2" OVERLAY) SURFACE COURSE, IL-9.5, MIX "C", N50
HOT-MIX ASPHALT PAVEMENT REMOVAL
NOT FOR B ID
100+00 101+00 102+00 103+00 104+00
105+00
106+00
107+00
40 +0
0 40
+5 2
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
SITE 1 SEQUENCE OF CONSTRUTION
1. REMOVE EXISTING HOT-MIX ASPHALT PAVEMENT, CURB, AND STORM STRUCTURES WHERE NOTED ON THE PLANS.
2. EARTH EXCAVATION TO FACILITATE ROADWAY WIDENING AND TURN RADII IMPROVEMENTS.
3. INSTALL NEW STORM STRUCTURES AND STORM SEWER CONNECTIONS TO EXISTING STORM SEWER.
4. EXCAVATION OF EXISTING AGGREGATE BASE COURSE AND SUBGRADE SOIL TO PROPOSED SUBGRADE LEVEL.
5. INSTALL SUBBASE GRANULAR MATERIAL, TYPE A (6").
6. INSTALLATION OF PORTLAND CEMENT CONCRETE PAVEMENT, JOINTED, 10".
7. INSTALLATION OF CONCRETE CURB & GUTTER, TYPE M6.18 (MOD.).
8. COMPLETE HOT-MIX ASPHALT SURFACE REMOVAL (BUTT JOINTS) AND PAVE HOT-MIX ASPHALT SURFACE COURSE TRANSITIONS.
9. FULL TURF RESTORATION (TOPSOIL FURNISH AND PLACE, SEEDING CLASS 1A, FERTILIZER, AND STRAW MULCH).
NOTE: PROJECT SITE 1 SHALL BE CONSTRUCTED IN 2 STAGES, DIVIDED AT STA 101+24.29 TO ALLOW FOR CONTINUITY OF DELIVERIES TO THE CHLORINATION BUILDING. THE CONTRACTOR CAN COMMENCE WITH EITHER STAGE, BUT MUST FINISH THAT STAGE BEFORE STARTING THE NEXT STAGE.
No. DATE REVISION INT.
N
N
SITE 2 SEQUENCE OF CONSTRUCTION
1. REMOVE EXISTING CURB, SIDEWALK, AND STORM STRUCTURES WHERE NOTED ON THE PLANS.
2. EARTH EXCAVATION TO FACILITATE ROADWAY WIDENING AND TURN RADII IMPROVEMENTS.
3. INSTALL NEW STORM STRUCTURES AND STORM SEWER CONNECTIONS TO EXISTING STORM SEWER.
4. EARTH EXCAVATION TO PROPOSED SUBGRADE LEVEL.
5. INSTALLATION OF CONCRETE CURB & GUTTER, M6.18 (MODIFIED).
6. INSTALLATION OF AGGREGATE BASE COURSE, TYPE B, 12".
7. SAWCUT EXISTING PAVEMENT TO LIMITS SHOWN ON THE PLANS.
8. PAVE HOT-MIX ASPHALT (2 14" IL-19.0 BINDER COURSE, 1 34" IL-9.5, MIX "C" SURFACE COURSE).
9. FULL TURF RESTORATION (TOPSOIL FURNISH AND PLACE, SEEDING CLASS 1A, FERTILIZER, AND STRAW MULCH).
PROJECT SITE 2 SCALE 1" = 20'
SITE 3 SEQUENCE OF CONSTRUCTION
1. REMOVE EXISTING CURB, APRON RAMP, AND HOT-MIX ASPHALT PAVEMENT WHERE NOTED ON THE PLANS.
2. RESHAPE EXISTING AGGREGATE BASE COURSE AND INSTALL ADDITIONAL (AGGREGATE BASE COURSE, TYPE B, VARIABLE DEPTH) TO PROPOSED SUBGRADE ELEVATIONS.
3. ADJUST EXISTING STORM SEWER MANHOLE CASTING.
4. INSTALLATION OF CONCRETE CURB & GUTTER, M6.18 (MODIFIED).
5. PAVE HOT-MIX ASPHALT (2 24" IL-19.0 BINDER COURSE, 1 34" IL-9.5, MIX "C" SURFACE COURSE).
N
SITE 4 SEQUENCE OF CONSTRUCTION
1. INSTALL THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
PROJECT SITE 4 SCALE 1" = 30'
N
Date CONSTRUCTION
6/8/2018
WIDTH VARIES 105+00.00 TO 107+12.04
PROPOSED 20+00.00 TO 20+66.26
PROPOSED 20+66.26 TO BACK OF RETURN
PROPOSED 50+00.00 TO 51+87.13
PROPOSED 60+50
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
8"-11" AGGREGATE SUBBASE
18" AGGREGATE SUBBASE
PROPOSED SUBBASE GRANULAR MATERIAL, 6"
PROPOSED PCC PAVEMENT, 10" (JOINTED)
EXISTING CONCRETE CURB & GUTTER TO REMAIN
EXISTING CONCRETE CURB & GUTTER OR STRUCTURE TO REMAIN
EXISTING 5" ASPHALT TO REMIAN
EXISTING 6" AGGREGATE SUBBASE TO REMAIN
PROPOSED SUBBASE GRANULAR MATERIAL, 12"
PROPOSED 1 34" HMA SURFACE CSE (IL-9.5, MIX "C", N50)
PROPOSED 2 14" HMA BINDER CSE (IL-19.0, N50)
B
C
D
E
F
G
H
6/8/2018
BM 2
BM 3
BM 1
100+00 101+00 102+00 103+00 104+00 105+00
106+00
LINE #
L1
L2
L3
L4
L5
L6
L7
LENGTH
535.27'
83.10'
45.95'
56.95'
150.41'
51.51'
51.99'
DIRECTION
END STATION
PROJECT SITE 1: ALIGNMENT CURVE TABLE
CURVE #
C1
C2
PI
Δ
PT
BENCHMARK 1 STA:100+36.35
STA 100+67.01 = STA 10+00.00
STA 100+86.57 = STA 21+50.41
STA 101+64.11 = STA 30+51.51 STA 104+02.60 = STA 40+00.00
STA:104+79.11 OFF:52.37'L N:2026215.369 E:2586975.486
C 2
LINE #
L8
L9
LENGTH
87.05'
54.09'
DIRECTION
END STATION
PROJECT SITE 2: ALIGNMENT CURVE TABLE
CURVE #
C3
PI
Δ
PT
60 +0
0 60
+6 5
PROJECT SITE 3: ALIGNMENT LINES TABLE
LINE #
L10
LENGTH
65.45'
DIRECTION
END STATION
BENCHMARK 5 N: 2024998.6630 E: 2587304.2820
BENCHMARK 6 N: 2025032.9430 E: 2587397.6960
L8
L9
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
Sheet No.No. DATE REVISION INT.
Date
BM # STA. O/S NORTHING EASTING DESCRIPTION ELEV.
1 100+36.30 32.50' LT 2026187.8070 2586533.1310 CHISELED SQUARE 699.969
2 101+24.74 50.07' LT 2026206.9120 2586621.2500 CHISELED SQUARE 700.970
3 104+79.07 52.37' LT 2026215.3690 2586975.4860 CUT "X" 703.932
CONSTRUCTION
6/8/2018
N
PROJECT SITE 2 & PROJECT SITE 3 ALIGNMENTS, TIES, & BENCHMARKS
PROJECT SITE 2 & 3 BENCHMARK TABLE
BM # STA. O/S NORTHING EASTING DESCRIPTION ELEV.
4 51+81.12 1.98' LT 2024981.5880 2587072.1250 CP MAG NAIL 697.737
2 2024998.6630 2587304.2820 CP MAG NAIL 698.808
3 2025032.9430 2587397.6960 CP MAG NAIL 699.100
SCALE IN FEET
030 30 60
04 +2
8. 04
100+00 101+00 102+00 103+00 104+00 105+00
10 +0
0 10
+5 7
21 +0
0 21
+5 0
30 +0
0 30
+5 2
40 +0
0 40
+5 2
10 4+
STA:107+11.90
U E
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
DRIVEWAY PAVEMENT REMOVAL
X
REMOVE. CATCH BASIN
REMOVE 35 LF-12" RCCP STORM SEWER
REMOVE 75 LF-12" RCCP STORM SEWER
X X X X X X X X X X X X X X X X X X X X X X
X X
DRIVEWAY PAVEMENT REMOVAL - 23 SY
HMA PAVEMENT REMOVAL BUTT JOINT - 24 SY
DRIVEWAY PAVEMENT REMOVAL - 23 SY
HMA PAVEMENT REMOVAL BUTT JOINT - 19 SY
DRIVEWAY PAVEMENT REMOVAL - 19 SY
HMA PAVEMENT REMOVAL BUTT JOINT - 14 SY
DRIVEWAY PAVEMENT REMOVAL - 12 SY
REMOVE 40 LF CURB
X X X REMOVE 370 LF CURB
X X X X X X X X X X
HMA PAVEMENT REMOVAL BUTT JOINT - 23 SY
ADJUST CATCH BASIN
HOT-MIX ASPHALT PAVEMENT REMOVAL
HOT-MIX ASPHALT PAVEMENT REMOVAL
HOT-MIX ASPHALT PAVEMENT REMOVAL
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
ELECTRIC MANHOLE TO BE ADJUSTED (PAID UNDER "UTILITY STRUCTURES
TO BE ADJUSTED" PAY ITEM)
WATER VALVES TO BE ADJUSTED - 3 EACH (PAID UNDER "UTILITY STRUCTURES TO BE ADJUSTED" PAY ITEM)
SANITARY MANHOLE TO BE ADJUSTED (PAID UNDER "UTILITY STRUCTURES
TO BE ADJUSTED" PAY ITEM)
GAS MANHOLE TO BE ADJUSTED (PAID UNDER "UTILITY STRUCTURES TO BE ADJUSTED" PAY ITEM)
EXISTING CURB TO REMAIN
EXISTING CURB TO REMAIN
Sheet No.
Date CONSTRUCTION
6/8/2018
ADJUST CATCH BASIN
WATER VALVES TO BE ADJUSTED - 2 EACH (PAID UNDER "UTILITY STRUCTURES TO BE ADJUSTED" PAY ITEM)
NOT FOR B ID
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
SCALE IN FEET
020 20 40
DRIVEWAY PAVEMENT REMOVAL
X
HOT-MIX ASPHALT PAVEMENT REMOVAL
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
X X
X X
X X
X X
X X
ELECTRIC MANHOLES TO BE ADJUSTED - 2 EACH (PAID UNDER "UTILITY STRUCTURES
TO BE ADJUSTED" PAY ITEM)
X X
REMOVE CATCH BASIN
CATCH BASIN TO BE ADJUSTED (PLUG NORTH INVERT)
PROJECT SITE 4 NO REMOVALS
X
Sheet No.
Date CONSTRUCTION
6/8/2018
HH
E
E
E
E
E
G
100+00 101+00 102+00 103+00 104+00 105+00
10 +5
OFF:12.00'R
OFF:14.00'R
STA:100+53.00 OFF:46.97'L
STA:100+81.00 OFF:46.99'L
STA:101+52.28 OFF:42.54'R
STA:101+74.17 OFF:41.84'R
STA:103+89.60 OFF:37.00'L
STA:104+15.60 OFF:37.00'L
STA:105+11.23 OFF:27.38'R
STA:105+10.84 OFF:40.67'R
OFF:42.28'R STA:30+00.22 OFF:11.00'R
END IMPROVEMENTS STA:10+56.95
STA:10+56.94 OFF:11.84'RSTA:10+56.92
STA:30+00.00 OFF:11.00'L
END CURB STA:20+66.43
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00
69 8.
PVI STA. 104+60.00 EL = 701.24 L = 50.00 K = 23.25P
V C
S TA
1 04
+3 5.
00 E
PVI STA. 100+85.00 EL = 698.09 L = 50.00 K = 34.84
PVI STA. 102+10.00 EL = 698.90 L = 50.00 K = 174.14
P V
C S
TA 1
00 +6
0. 00
E L
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
No. DATE REVISION INT.
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE STA. O/S STRUCTURE TYPE RIM ELEV. INV. IN INV. IN INV. OUT
S-1 100+46.68 26.0' LT INLET, TYPE A WITH TYPE 6 FRAME & GRATE 697.80 694.80 (E)
S-2 100+97.36 26.0' LT STORM MH, 5' DIA. WITH TYPE 6 FRAME & GRATE 697.80 694.20 (W) 694.20 (N) 694.20 (S)
S-3 20+95.34 0.26' LT STORM MH, 4' DIA. WITH TYPE 1 FRAME & LID 697.14 692.50 (N) 692.50 (S)
N
PORTLAND CEMENT CONCRETE PAVEMENT, 10" (JOINTED) SUBBASE GRANULAR MATERIAL, 6"
HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 (VARIABLE DEPTH OVERLAY)
HOT-MIX ASPHALT DRIVEWAY PAVEMENT (2" OVERLAY) SURFACE COURSE, IL-9.5, MIX "C", N50
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
12.0'
12.0'
STORM SEWER STRUCTURE S-2
STORM SEWER STRUCTURE S-1
22.0'
PROPOSED 4" THICK PCC SIDEWALK (85 SF) STORM SEWER PIPE P-1
STORM SEWER PIPE SCHEDULE
DOWNSTREAM STRUCTURE TYPE DIA. LENGTH SLOPE
P-1 S-1 S-2 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 40.0' 1.50%
P-2 S-2 S-3 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 80.0' 1.63%
P-3 S-2 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 14.0' 0.40%
STORM SEWER PIPE P-2
STORM SEWER STRUCTURE S-3
EXIST. 12" RCCP STORM SEWER TO REMAIN
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
PROJECT SITE 1 PLAN & PROFILE - 1 Sheet No.
Date CONSTRUCTION
6/8/2018
SPILL-OUT CURB SCHEDULE
BEGIN STA. O/S END STA. O/S 100+95.9 84.1' RT 101+24.3 13.5' RT
101+73.6 51.5' RT 105+11.3 40.7' RT
105+31.2 41.1' RT 107+11.8 18.0' RT
DEPRESS CURB AT ENTRANCES AS REQUIRED / DIRECTED. DEPRESSED
CURB TO BE PAID AT CONTRACT UNIT PRICE FOR TYPE M6.18 (MOD.) CURB
S E
E S
H E
STORM SEWER PIPE P-3
NOTE: TURF AREA SOUTH OF THE CURB BETWEEN STA 100+96 & STA 101+52.28 TO BE GRADED TO DRAIN TO EXISTING CATCH BASINS (COSTS SHALL BE INCLUDED IN TURF RESTORATION PAY ITEM)
NOT FOR B ID
END CURB STA:40+42.00
STA:103+66.60 OFF:14.00'L
STA:104+38.60 OFF:14.00'L
STA:104+89.35 OFF:14.00'L
STA:105+31.97 OFF:33.90'R
STA:105+45.84 OFF:23.67'R
STA:106+41.24 OFF:20.43'R
STA:106+53.67 OFF:18.57'R
STA:107+11.75 OFF:18.49'R
STA:107+12.02 OFF:15.95'L
STA:106+05.43 OFF:23.50'L
STA:106+00.41 OFF:49.93'L
STA:105+65.48 OFF:23.62'R
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 107+85
70 0.
01 70
0. 21
70 0.
41 70
0. 68
70 0.
69 70
1. 10
70 0.
59 70
0. 75
70 0.
38 70
0. 15
69 9.
75 69
9. 94
69 9.
58 70
0. 12
69 9.
89 70
0. 31
70 0.
PVI STA. 104+60.00 EL = 701.24 L = 50.00 K = 23.25
P V
C S
TA 1
04 +3
5. 00
E L
PVI STA. 105+75.04 EL = 699.84 L = 50.00 K = 31.56
P V
C S
TA 1
05 +5
0. 04
E L
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
No. DATE REVISION INT.
PORTLAND CEMENT CONCRETE PAVEMENT, 10" (JOINTED) SUBBASE GRANULAR MATERIAL, 6"
HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 (VARIABLE DEPTH OVERLAY)
HOT-MIX ASPHALT DRIVEWAY PAVEMENT (2" OVERLAY) SURFACE COURSE, IL-9.5, MIX "C", N50
R23.0'
R23.0'
R40.0'
R13.0'
R10.0'
13.9' 12.0'
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
PROJECT SITE 1 PLAN & PROFILE - 2 Sheet No.
Date CONSTRUCTION
6/8/2018
SPILL-OUT CURB SCHEDULE
BEGIN STA. O/S END STA. O/S 100+95.9 84.1' RT 101+24.3 13.5' RT
101+73.6 51.5' RT 105+11.3 40.7' RT
105+31.2 41.1' RT 107+11.8 18.0' RT
SEE SHEET 8
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
NOT FOR B ID
10+57
10+00
STA:20+66.42 OFF:9.00'L
STA:20+66.26 OFF:12.50'R
STA:20+66.26 OFF:7.00'R
STA:21+08.04 OFF:9.00'R
STA:21+08.78 OFF:9.00'L
STA:100+48.43 OFF:14.00'R
STA:101+23.99 OFF:14.00'R
STA:101+24.29 OFF:14.00'R
STA:30+08.75 OFF:11.00'L
STA:30+09.88 OFF:10.87'R
20+00 20+50 21+00 21+50 22+00
69 7.
PVI STA. 21+13.00 EL = 696.99 L = 50.00 K = 7.89
P V
C S
TA 2
0+ 88
.0 0
E L
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
No. DATE REVISION INT.
PORTLAND CEMENT CONCRETE PAVEMENT, 10" (JOINTED) SUBBASE GRANULAR MATERIAL, 6"
HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 (VARIABLE DEPTH OVERLAY)
HOT-MIX ASPHALT DRIVEWAY PAVEMENT (2" OVERLAY) SURFACE COURSE, IL-9.5, MIX "C", N50
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
PROPOSED CURB & GUTTER TYPE M6.18 (MOD.)
R28.0'
R28.0'
R28.0'
R33.0'
R33.0'
EXIST. CURB & GUTTER TO REMAIN (TIE TO PROPOSED PCC PAVEMENT)
EXIST. CURB & GUTTER TO REMAIN (TIE TO PROPOSED PCC PAVEMENT)
STORM SEWER STRUCTURE S-2
STORM SEWER STRUCTURE S-1
STORM SEWER PIPE P-1
STORM SEWER PIPE P-2
STORM SEWER STRUCTURE S-3
EXIST. PCC PAVEMENT (JOINT TO PROPOSED)
EXIST. PCC PAVEMENT (JOINT TO PROPOSED)
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
EXIST. 12" RCCP STORM SEWER TO REMAIN (CONNECT TO STRUCURE S-3)
PROJECT SITE 1 PLAN & PROFILE - 3 Sheet No.
Date CONSTRUCTION
6/8/2018
CAPITAL IMPROVEMENT PROJECT #1906
STORM SEWER PIPE P-3
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE STA. O/S STRUCTURE TYPE RIM ELEV. INV. IN INV. IN INV. OUT
S-1 100+46.68 26.0' LT INLET, TYPE A WITH TYPE 6 FRAME & GRATE 697.80 694.80 (E)
S-2 100+97.36 26.0' LT STORM MH, 5' DIA. WITH TYPE 6 FRAME & GRATE 697.80 694.20 (W) 694.20 (N) 694.20 (S)
S-3 20+95.34 0.26' LT STORM MH, 4' DIA. WITH TYPE 1 FRAME & LID 697.14 692.50 (N) 692.50 (S)
STORM SEWER PIPE SCHEDULE
DOWNSTREAM STRUCTURE TYPE DIA. LENGTH SLOPE
P-1 S-1 S-2 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 40.0' 1.50%
P-2 S-2 S-3 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 80.0' 1.63%
P-3 S-2 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 14.0' 0.40%
NOT FOR B ID
STA:50+00.00 OFF:2.00'R TC 699.25
STA:50+87.05 OFF:2.00'R TC 698.32
STA:50+86.81 OFF:22.34'L TP 697.90
STA:51+58.40 OFF:2.00'R TC 697.94
END CURB STA:51+87.05
PC: 50+87.05
STA:60+35.32 OFF:7.00'R TC 698.40 STA:60+32.33
OFF:10.99'R TC 698.32
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE STA. O/S STRUCTURE TYPE RIM ELEV. INV. IN INV. IN INV. OUT
S-4 51+33.89 0.00' INLET, TYPE A WITH TYPE 6 FRAME & GRATE 697.37 693.00
(PROP. NE)
S-5 51+39.79 12.98' LT STORM MH, 5' DIA. WITH TYPE 1 FRAME & LID 697.45 692.61
(EXIST. S) 692.61
(PROP. SW) 688.71
(EXIST. N)
LEGEND OF PROPOSED PAVEMENT ITEMS FULL DEPTH HOT-MIX ASPHALT PAVEMENT 1 34" SURFACE COURSE (IL-9.5, MIX "C", N50 2 14" BINDER COURSE (IL-19.0, N50) SUBBASE GRANULAR MATERIAL, 12"
PROPOSED CURB & GUTTER TYPE M6.18 (MOD.)
STORM SEWER PIPE SCHEDULE
DOWNSTREAM STRUCTURE TYPE DIA. LENGTH SLOPE
P-4 S-4 S-5 RCCP, CLASS A, TYPE 1 WITH RUBBER GASKETS 12" 13.0' 3.00%
4.0'
R3.0'
STORM SEWER PIPE P-4
STORM SEWER STRUCTURE S-5
STORM SEWER STRUCTURE S-4
PROPOSED CURB & GUTTER TYPE M.18 (MOD.)
NOTES 1. FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2
(LEGENDS, NOTES, AND PROJECT LOCATION). 2. ELEVATIONS DENOTED "TC" CORRESPOND TO "TOP OF
CURB" ELEVATIONS. 3. ELEVATIONS DENOTED "TP" CORRESPOND TO "TOP OF
PAVEMENT" ELEVATIONS.
EXIST. 12" PVC STORM SEWER TO REMAIN (CONNECT TO STORM
SEWER STRUCTURE S-5)
EXIST. 15" RCCP STORM SEWER TO REMAIN (CONNECT TO STORM SEWER STRUCTURE S-5)
EXIST. 12" RCCP STORM SEWER TO REMAIN
EXIST. 6" PVC STORM SEWER
TO REMAIN
NOTE: ALL SITE 3 PROPOSED CURB & GUTTER TO BE "SPILL OUT". HMA PAVEMENT TO BE PLACED TO DRAIN TO ADJUSTED CATCH BASIN.
ADJUST EXIST. CATCH BASIN PROP. RIM ELEV. = 697.78
PROJECT SITES 2, 3, & 4 SITE PLANS Sheet No.
Date CONSTRUCTION
6/8/2018
04 +2
8. 04
100+00 101+00 102+00 103+00 104+00 105+00
10 +0
0 10
+5 7
21 +0
0 21
+5 0
30 +0
0 30
+5 2
40 +0
0 40
+5 2
STA:10+56.94
STA:10+46.98
STA:30+00.00
STA:40+51.99
STA:40+42.00
BM 3
10 4+
/ /
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/\ /\ /\ /\ /\
/\
/\ /\
/\ /\
/\ /\
/\ /\
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3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
No. DATE REVISION INT.
SAWED TRANSVERSE JOINT
NOTE: FOR TYPICAL LINETYPES AND SYMBOLS SEE SHEET 2 (LEGENDS, NOTES, AND PROJECT LOCATION)
PROPOSED PAVEMENT ELEVATION
6/8/2018
SPILL-OUT CURB SCHEDULE
BEGIN STA. O/S END STA. O/S 100+95.9 84.1' RT 101+24.3 13.5' RT
101+73.6 51.5' RT 105+11.3 40.7' RT
105+31.2 41.1' RT 107+11.8 18.0' RT
XXX.XX
698.28
3501 KISHWAUKEE STREET ROCKFORD, ILLINOIS 61109
(815) 387-7660
6/8/2018
HMA SURFACE REMOVAL - BUTT JOINT
HMA SURFACE COURSE IL9.5 MIX "C" N50
PROPOSED 10" PCC PAVEMENT
3 PROJECT SITE DETAILS & SEQUENCE OF CONSTRUCTION
4 TYPICAL SECTIONS
8 PROJECT SITE 1 PLAN & PROFILE - 1
9 PROJECT SITE 1 PLAN & PROFILE - 2
10 PROJECT SITE 1 PLAN & PROFILE - 3
11 PROJECT SITES 2, 3, & 4 SITE PLANS
12 JOINTING PLAN