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PHASE I ENGINEERING
CONCEPT DRAINAGE DESIGN TECHNICAL MEMORANDUM
FABYAN PARKWAY AND KIRK ROAD INTERSECTION IMPROVEMENTS
SN: 11-00201-04-CH P-91-362-12
Prepared For:
Kane County Division of Transportation 41W011 Burlington Road
St. Charles, IL 60175
Prepared By:
Christopher B. Burke Engineering, Ltd. 9575 W. Higgins Road, Suite 600
Rosemont, IL 60018
November 2013
Revised March 2014
PHASE I FABYAN PARKWAY AND KIRK ROAD INTERSECTION IMPROVEMENTS
TECHNICAL MEMORANDUM
TABLE OF CONTENTS
1-00 INTRODUCTION
2-00 EXISTING DRAINAGE CONDITIONS
3-00 DRAINAGE DESIGN CRITERIA
4-00 PROPOSED DRAINAGE CONDITIONS
5-00 BEST MANAGEMENT PRACTICES (BMP)
6-00 DRAINAGE DESIGN DEVIATION
Appendix A: EXHIBITS
General Location Drainage Map, Exhibit 1
Flood Insurance Rate Maps, Exhibit 2
Hydrologic Atlas, Exhibit 3
Existing Drainage Plan, Exhibit 4 (attached)
Proposed Drainage Plan, Exhibit 5 (attached)
Appendix B: CALCULATIONS
Section 1 – Existing Conditions HEC-HMS Calculations
Section 2 – Stormwater Detention Requirement and Proposed Conditions HEC-HMS Calculations
Section 3 – Storm Sewer Design Hydraflow Support Calculations
Section 4 – CD-ROM of Support Calculations
CONCEPT DRAINAGE REPORT TECHNICAL MEMORANDUM
PHASE I
FABYAN PARKWAY AND KIRK ROAD INTERSECTION IMPROVEMENT
1-00 INTRODUCTION
Fabyan Parkway and Kirk Road are located in Kane County, Illinois and are under the jurisdiction of the Kane County Division of Transportation (KDOT). Fabyan Parkway is the approximate divide between the Village of Geneva on the north and the Village of Batavia on the south. A General Location Drainage Map (Exhibit 1) showing the Environmental Survey Request (ESR) project limits is included in Appendix A. A Flood Insurance Rate Map (Exhibit 2) indicates that the project has no floodplain or floodway within its limits. The Hydrologic Atlas (Exhibit 3) shows that the intersection is located near the drainage divide between the Fox River and Des Plaines River watersheds.
2-00 EXISTING DRAINAGE CONDITIONS
The existing drainage system within the project limits consists mainly of ditches, sheet flows, and storm sewers that are illustrated on the Existing Drainage Plan. The USGS HA divides are also delineated on the Existing Drainage Plan (Exhibit 4). There are 4 major outlets away from the intersection: west along Fabyan Parkway, east along Fabyan Parkway, southeast across the southeast farm field, and northwest across the northwest properties.
One drainage problem was identified at the south approach of Kirk Road. It was indicated that the northbound to westbound left turn lane cross slope is inadequate, and stormwater flows south along the turn lane rather than across the road to the curb and gutter. This problem will be alleviated by improving the roadway section slope.
A 24” RCP storm sewer under the west approach of Fabyan Parkway has an 8” restrictor on the headwall. The Village of Batavia nor the property owner of over 20 year knows why this structure is in place. The 24” RCP will be removed and replaced as part of the improvements, and the 8” restrictor will not be reinstalled.
Based on a field inspection, all existing outfalls are suitable for reuse.
3-00 DRAINAGE DESIGN CRITERIA
The drainage analyses and Proposed Drainage Plan are prepared in accordance with KDOT Permit Regulations and Access Control Regulations (January 2004), Kane County Stormwater Management Ordinance (County Code last updated May 2013), and IDOT Drainage Manual (July 2011). Both legs of the intersection improvement follow overall Strategic Regional Arterial (SRA) criteria provided in the Bureau of Design and Environment (BDE) Manual (September 2010). Required detention volume and storm sewer designs are based on ultimate conditions which includes a third combined through-right turn lane on all legs of the intersection so the proposed storm sewer and detention facilities will not need to be replaced and enlarged in the future.
The detention volume is calculated to compensate for an increase in impervious area based on the release rate of 0.10 cfs per acre for a 100-year flood frequency according to the Kane County Countywide Stormwater Management Ordinance. The calculated increased impervious area is based on ultimate conditions. In addition, the 100-year critical existing conditions flow rate for
the 4 main directions was computed, and compared to the ultimate proposed conditions flow rate assuming blocked restrictors. Proposed conditions do not exceed the peak existing conditions flow rates.
There are no bridges or major culverts. The proposed drainage system of both roads is designed to meet Illinois Department of Transportation drainage design criteria, including storm sewers to be designed for a 10-year flood frequency.
4-00 PROPOSED DRAINAGE CONDITIONS
The Proposed Drainage Plan is included as Exhibit 5. As part of the reconstruction project all storm sewers are proposed to be replaced. The overall drainage pattern to the 4 major outlets were maintained from existing to proposed conditions, and required detention was determined separately for each major outlet. In existing conditions many of the small southeast interim outlets sheet flow across the field after leaving the ROW. Several of these interim outlets were combined into one for detention purposes and outlet to the well-defined swale located furthest downstream. No new outlets are proposed. To satisfy Kane County stormwater requirements, approximately 2.7 acres more of proposed ROW is required for drainage purposes beyond what is required for the roadway improvements.
Detention was designed using HEC-HMS for the 4 major outlets. Table 1 summarizes the required detention using concept detention basins and the allowable release rate for the net increased impervious area. Proposed detention basins were designed using 3:1 side slopes per the Kane County Ordinance with no more than 4 feet of bounce between the normal water level (NWL) and high water level (HWL).
Table 1: Required Detention Based on Increased Impervious Area
Proposed Outlet ID
Proposed Impervious
Area Increase1
Existing Impervious
Area Removal Net Increase Impervious
Allowable Release Rate Lag Time
Required Detention from HEC-
HMS
(acres) (acres) (acres) (cfs) (min) (acre-feet)
W 1.04 0.08 0.96 0.10 9.4 0.45
NW 1.41 0.08 1.33 0.13 14.8 0.65
SE 1.97 0 1.97 0.20 21.2 0.95
E 0.3 0 0.3 0.03 11.2 0.14
Table 2 summarizes the results of the existing and proposed conditions analyses. The existing 100-year critical storm event for all 4 directions is the 1 hour duration. Proposed conditions were analyzed assuming a blocked orifice per the Kane County Ordinance. The proposed flow rate is less than the existing flow rates for all 4 directions. All proposed outlets were upsized to a minimum diameter of 4 inches to prevent clogging. Section 1 and 2 of Appendix B includes summaries of hydrologic parameters and support calculations used for the three HEC-HMS analyses (existing, required detention, proposed).
Table 2: Comparison of Existing and Proposed Flow Rates
Proposed Outlet ID
Existing 100-Year Critical Storm Event
Proposed 1-hour
Duration Flow Rate Difference Flow Rate Duration
(cfs) (hour) (cfs) (cfs)
W 19.5 1 17.5 -2.0
NW 49.1 1 33.9 -15.2
SE 15.3 1 11.4 -3.9
E 8.0 1 7.6 -0.4
Storm sewers were designed using Hydraflow. Section 3 of Appendix B includes support calculations for the three main storm sewer systems (west, south, north). Section 4 of Appendix B includes a CD-ROM with the drainage design models and support .dgns.
5-00 BEST MANAGEMENT PRACTICES (BMP)
In addition to a required detention volume based on increased impervious area, the Kane County Stormwater Management Ordinance also requires a retention volume based on the ¾ inch rainfall depth. Table 3 summarizes the required retention volume to be provided below the NWL and restrictor outfall of each of the detention facilities. The BMP detention basins and BMP swales shown on the PDP will be designed in accordance with the Kane County Ordinance retention volume requirements.
Table 3: Required Retention Volume Based on Increased Impervious Area
Proposed Outlet ID
Net Increase Impervious
Required Retention
Based on 3/4" Rainfall
(acres) (acre-feet)
W 0.96 0.06
NW 1.33 0.08
SE 1.97 0.12
E 0.3 0.02
6-00 DRAINAGE DESIGN EXCEPTION
No drainage design exceptions have been identified.
N:\kanecounty\110594\Drain\Docs\Technical Memorandum_Concept Drainage Design_100213.docx
PROJECT LOCATION
TITLE:
DSGN.
CHKD.FILE NAME:
DWN.
CLIENT: PROJ. NO.DATE:SHEET 1 OF 1DRAWING NO.
EXH 1LOCATION MAP
11059412-4-12
0 2,000 4,0001,000Feet
1 inch = 2,000 feet
LocationMapPath:
N:\k
anec
ounty
\1105
94\G
IS\E
xhibi
ts\Lo
catio
nMap
.mxd
PLOT DATE: 12/5/2012
SCALE: 1 "= 2,000 'USER: dwalters
KANE COUNTY
PROJECT LOCATION
OLD K
IRK RD
NORT
H LAN
E RD
KINGS
LAND
DR
EAST LN
HUNT
ER DR
PHELPS DR
CHERRY LN
HAGEMANN DR
OLYMPIC DR
LYON RD
SWANSON DR
HUBBARD AVENORTH RADDANT RD
LATHEM ST
FABYAN PKWY
DOUGLAS RD
RADD
ANT R
D
PARA
MOUN
T PKW
Y
PIERS
ON DR
KI RK R
D
TITLE:
DSGN.
CHKD.FILE NAME:
DWN.
PROJ. NO.DATE:SHEET 1 OF 1DRAWING NO.
EXH 4FIRM EXHIBIT
11059412-4-12
0 1,000 2,000500Feet
1 inch = 1,000 feet
FIRMMapPath:
N:\k
anec
ounty
\1105
94\G
IS\E
xhibi
ts\FIR
MMap
.mxd
PLOT DATE: 12/5/2012
SCALE: 1 "= 1,000 'USER: dwalters
LegendESR Limits100-Year FloodplainFloodway
FIRM PANELS #17089C0332H, #17089C0331H DATED AUGUST 3, 2009CLIENT:
KANE COUNTY
KIRK R
D
WILSON ST
FABYAN PKWY
ILLINOIS ROUTE 38
OLD K
IRK RD
I0 2,000 4,0001,000
Feet1 inch = 2,000 feet
TITLE:
DSGN.
CHKD.FILE NAME:
DWN.
PROJ. NO.DATE:SHEET 1 OF 1DRAWING NO.
EXH 4
HYDROLOGIC ATLASHA-142 GENEVA - 1965HA-70 AURORA NORTH - 196311059412-4-12
HAMapPath:
N:\k
anec
ounty
\1105
94\G
IS\Ex
hibits
\HAM
ap.m
xd
PLOT DATE: 5/3/2013
SCALE: 1 "= 2,000 'USER: mhayes
CLIENT:
KANE COUNTY
PROJECT LOCATION
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN1
1 6 55+00 69+00
SCALE IN FEET
50050
MA
TC
HLIN
E
ST
A.
69
+00
FA
BY
AN
PA
RK
WA
Y
748 748749
749 749
750
750
751 752
752
753
753
754
754
754
755
755
755
755 755
756
756
756
757
757
757
757
757
758
758
758
758
758
758
759
759
759
760
760
760
760
760
760
761
761
761
762
762
763
763
764
764
765
765
765
765
766
766
766
767
767
768
768
769
769
769
770
770
770
770
771
771
772
772
773
773
773
774
774
775
775
775
775
776
777
777
778
778
779
780
780
780
781
781
782
782
783
783
783
783
784
784
785
785
785
786
787 788
788
788789
789789
7897907
90
790
790
790
790
790
790
791
791
791
791
791
792
792
792
792
792
793
55+00 60+00
65+00
INV W 12" RCP=787.14
INV S 12" RCP=787.11
RIM=791.68
INL 5765
INV N 12" RCP=788.20
RIM=791.57
INL 1043
FABYAN PARKWAY
STA. 54+00PROJECT LIMIT
TRIB. AREA = 6.31 ACDITCH
OUTLET NO. W-1
SUBAREA W-1: 6.31 AC
2 FOOT COUNTY TOPOGRAPHY
SITE-SPECIFIC 1 FOOT TOPO
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
INV=748.2836" RCP FES
INV=752.2324" RCP CULVERT
INV SW 24" RCP=753.47RIM=756.07CB BH 5054
INV SW 24" RCP=752.53INV NE 24" RCP=752.53RIM=756.49INL 5041
INV SW 24" RCP=753.14INV NE 24" RCP=753.14RIM=757.43INL 5061
TOP=760.1418" CMP CULVERT
TOP=760.1418" CMP CULVERT
INV N 12" RCP=760.51RIM=763.32INL 5119
INV W 18" RCP=756.95INV S 12" RCP=757.57INV E 15" RCP=757.02RIM=763.40STM 5132
INV S 12" RCP=759.06INV N 12" RCP=758.85RIM=763.48INL 5133
INV=767.5418" CMP FES
INV=770.4318" CMP FES
INV N 12" RCP=768.03RIM=771.37INL 4569
INV S 12" RCP=766.64INV N 12" RCP=766.61RIM=771.59INL 5216
INV W 15" RCP=766.00INV S 12" RCP=766.03INV E 12" RCP=766.04RIM=771.68STM 5215
INV=772.4815" CMP FES
INV=772.8615" CMP CULVERT
INV N 12" RCP=775.78RIM=779.08INL 5329
INV S 12" RCP=774.21BLIND CONNECTINV N 12" RCP=774.02RIM=779.20INL 5322
INV=780.5515" CMP CULVERT
INV=780.8215" CMP CULVERT
INV N 8" RCP=785.55RIM=787.60CB BH 5703
INV SE 12" RCP=785.93INV N 12" RCP=785.92RIM=787.66CB BH 971
INV S 12" RCP=785.98INV N 12" RCP=785.95RIM=788.95INL 5606
INV S 8" RCP=784.81INV N 8" RCP=784.83RIM=789.00CB 5652
INV S 12" RCP=784.44INV N 12" RCP=784.44RIM=789.09INL 5623
INV W 12" RCP=782.66INV S 12" RCP=782.64INV E 12" RCP=782.64RIM=789.30STM 5624
INV SW 12" RCP=787.00RIM=789.97INL 1025
INV NW 12" RCP=786.49INV NE 12" RCP=786.67RIM=790.38INL 1026
760
786
784
782
774
770
778
776
774
758
752
788
762
780
764 780
760
774
778
776
790
776
758
778
772
7567
54
752
760
790
760
770
776
750
780
788
782
786
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-1.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default
50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN
62 69+00 83+00
2
MA
TC
HLIN
E
ST
A.
69
+00
FA
BY
AN
PA
RK
WA
Y
MA
TC
HLIN
E
ST
A.
83
+00
FA
BY
AN
PA
RK
WA
Y
782
783
783
784
784
784
785
785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786
786
786
786
786
786
787
787
787
787
787
787
787
787
787
787
787
787
787
787
787
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
789
789
789
789
789
789789
789
789
790
790
790
790
790790
790
790
790790790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
792
792 792
792 792
792
792
792
792
792
792
792792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
793
793
793
793
793
793
793
793
794
794
794
794
795
795
795
795
795
795
795
796
796
796
796
796
797
797
797
797797
797
798
798
798
798
798
798
798
798
798
799
799799
800
800 800
800
800
800
800
800
800
800
801 801
801
801
801
802
802
802
70+00 75+00
80+00
230
+00
235
+00
INV W 18" RCP=792.96
INV N 18" RCP=793.43
RIM=800.17
CB 2956
INV S 18" RCP=794.63
INV E 18" RCP=794.53
INV N 15" RCP=794.74
RIM=799.42
CB 8162
FABYAN PARKWAY
KIR
K R
OA
D
KIR
K R
OA
D
FABYAN PARKWAY
KIR
K R
OA
D
SOUTH INSTEAD OF GUTTERDIRECTS FLOWS TOWARD LEFT TURN LANE CROSS SLOPE IDENTIFIED DRAINAGE PROBLEM 1:
TRIB. AREA = 3.35 AC 24" RCP CULVERTOUTLET NO. NW-1
SUBAREA NW-1: 3.35 AC
SU
BA
REA
NW-2A: 3.66 A
C
6.63 A
CS
UB
AREA
NW-2B:
TRIB. A
REA =
10.21
AC
24"
RCP
OUTLET N
O. N
W-2
TRIB. AREA = 0.24 AC12" RCP
OUTLET NO. SE-5
0.24 AC SUBAREA SE-5:
SUBAREA SE-6: 0.13 AC
SU
BA
REA SE-3: 0.26 A
C
TRIB. A
REA =
1.09 A
CS
WALE
OUTLET N
O. SE-4
SU
BA
REA SE-4: 2.38 A
C
SITE-SPE
CIFIC 1 F
OOT TOPO
2 FOOT C
OUNTY TOPO
GRAPHY
IN
V=783.2
1
24"
RC
P
CU
LV
ER
T
IN
V=784.2
1
10"
RC
P
FES
INV=785.7124" RCP CULVERT
IN
V=785.9
5
24"
RC
P
CU
LV
ER
T
IN
V=786.0
9
15"
RC
P
FES
INV=786.43
27" RCP FES
INV=786.6021" RCP FES
IN
V=786.6
3
12"
RC
P
FES
8" RESTRICTORINV=786.9424" RCP CULVERT
INV=787.0310" PVC CULVERT
IN
V=787.7
8
18"
CM
P
CU
LV
ER
T
INV N 8" RCP=782.55RIM=788.15CB 5913
IN
V=788.3
8
12"
RC
P
CU
LV
ER
T
IN
V=788.6
0
12"
CM
P
CU
LV
ER
T
HA
LF
BU
RRIE
D
IN
V=788.6
5
15"
CM
P
CU
LV
ER
T
IN
V=789.3
3
8"
CM
P
CU
LV
ER
T
IN
V
E 8"
DIP
=779.8
0
IN
V
N 8"
VC
P=779.7
7
RI
M=789.6
2
SA
N 3275
IN
V
S 15"
RC
P=785.6
0
IN
V
E 15"
RC
P=786.5
2
IN
V
N 18"
CM
P=786.8
9
RI
M=789.7
9
CB 3316
IN
V
W 24"
RC
P=783.4
9
IN
V
E 24"
RC
P=783.4
9
RI
M=790.0
6
IN
L 6889
IN
V
W 24"
RC
P=785.3
4
IN
V
NE 15"
RC
P=785.4
1
RI
M=790.1
3
IN
L 6877
INV=790.8712" CMP CULVERTINV=791.3112" CMP CULVERT
IN
V
E 12"
RC
P=788.7
4
RI
M=791.4
9
CB 6269
INV N 12" RCP=788.20RIM=791.57INL 1043
FU
LL
OF
DE
BRIS
IN
V
S 15"
RC
P=788.2
0
IN
V
N 15"
RC
P=788.1
3
RI
M=791.5
8
IN
L 6272
RES
TRIC
TO
R
IN
V
W 6"
DIP
=786.5
6
IN
V
SE 12"
RC
P=786.5
1
RI
M=791.6
5
ST
M 3274
INV NW 24" RCP=786.57INV S 24" RCP=786.64INV E 15" RCP=787.03RIM=791.66CB BH 7350
INV S 24" RCP=785.75INV N 24" RCP=791.73RIM=791.81INL 5981
INV=791.8415" CMP CULVERT
INV S 24" RCP=786.28RIM=791.86INL 7334
INV N 24" RCP=786.60RIM=791.87INL 7349
INV=791.8915" CMP CULVERT
INV S 24" RCP=786.32INV N 24" RCP=786.33RIM=792.00INL 1102
INV=792.8412" RCP CULVERT
INV S 12" RCP=792.93RIM=795.98INL 7418
INV W 15" RCP=792.14RIM=796.04INL 7431
INV=796.0521" RCP FES
INV=796.2318" RCP FES
INV S 18" RCP=792.86INV N 12" RCP=793.18RIM=799.33INL 8098
INV S 18" RCP=794.63INV E 18" RCP=794.53INV N 15" RCP=794.74RIM=799.42CB 8162INV S 18" RCP=793.14
INV N 15" RCP=793.71RIM=799.79INL 8026
INV W 18" RCP=792.96INV N 18" RCP=793.43RIM=800.17CB 2956INV W 27" RCP=787.27
INV E 24" RCP=789.26INV N 18" RCP=792.99RIM=800.87CB 8025
INV W 24" RCP=791.48INV E 18" RCP=791.58INV N 18" RCP=792.47RIM=801.24CB 2981
800
804
802790
798
796
794
788
792
792
800
794
788
786
802
800
798
790
790
788
792
786
788
782
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-2.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default 50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN
63 83+00 95+00
3
MA
TC
HLIN
E
ST
A.
83
+00
FA
BY
AN
PA
RK
WA
Y
773
774
774
774
775
775775
775
775
775
776
776
776
776
777
777
777
77777
8
778
778
778
778
779
779
779
779
779
780
780
780
780
780
780
780
780
780
781
781
781
781
781
781
781
781
782
782
782
782
783
783
783
783
783
784
784
784
784
784
785
785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
787
787
787
787
787
787
788
788
788
788
788
789
789
789
789
789
789
789
789
790
790
790
790
790
790
790
790
790 790
790
791
791
791
791
791
791
792
792
792
792
792
792
793
793
793
793
794
794
794
794
795
795
795
795
795
795
795795
795
796
796
796
796
797
797
797
797
797
798
798
798
798
799
799
800
800
800
800
801
801
801
802
85+00 90+00
95+00
SUBAREA E-1: 0.25 AC
FABYAN PARKWAY
STA. 92+00PROJECT LIMIT
0.13 AC SUBAREA SE-6:
TRIB. AREA = 0.13 AC12" RCP
OUTLET NO. SE-6
SUBAREA SE-7: 0.20 AC
TRIB. AREA = 0.20 AC12" RCP
OUTLET NO. SE-7
TRIB. AREA = 0.25 AC SWALE
OUTLET NO. E-1
SUBAREA E-2: 1.98 AC
TRIB. AREA = 1.98 AC18" CMP CULVERT
OUTLET NO. E-2
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
SITE-SPECIFIC 1 FOOT TOPO
COUNTY TOPOGRAPHY
2 FOOT
INV=770.59
12" RCP FES
INV=771.2518" RCP FES
INV=772.4118" RCP FES
INV=773.43
12" RCP FES
INV=775.2718" CMP CULVERT
INV=775.5118" CMP CULVERT
INV S 8" RCP=764.21INV E 8" RCP=764.13RIM=775.71SAN 7893
INV N 12" RCP=773.39RIM=775.80INL 7886
INV N 12" RCP=773.16RIM=775.96CB 2433
INV=776.9312" RCP FES
INV=778.5218" CMP CULVERT
INV S 12" RCP=773.73INV E 12" RCP=772.53RIM=779.20INL 7789
INV=779.4418" CMP FES
INV N 12" RCP=777.02RIM=779.64INL 7773
INV=780.1018" RCP CULVERT
INV=782.4612" RCP FES
INV=784.55
12" RCP CULVERT
INV S 12" RCP=782.90RIM=785.13INL 7702
INV W 12" RCP=781.53INV S 12" RCP=781.42INV E 15" RCP=781.42RIM=785.71CB BH 2665
INV N 12" RCP=783.48RIM=787.18INL 7669
INV S 12" RCP=785.04RIM=787.29INL 7676
INV=790.58
12" RCP CULVERT
INV=792.72
12" RCP CULVERT
INV W 12" RCP=788.55INV S 12" RCP=788.64INV E 12" RCP=788.61RIM=792.79CB BH 2722
INV S 12" RCP=791.13RIM=793.97INL 7620
INV N 12" RCP=790.56RIM=794.04INL 7613
INV S 12" RCP=794.39RIM=797.36INL 7542
INV E 12" RCP=794.03RIM=797.44INL 7552 INV W 18" RCP=795.84
INV NE 15" RCP=795.85RIM=799.22CB 8187INV S 18" RCP=794.63
INV E 18" RCP=794.53INV N 15" RCP=794.74RIM=799.42CB 8162
INV W 18" RCP=792.96INV N 18" RCP=793.43RIM=800.17CB 2956
780
776
784
792790788
798 7968
02
800
786
794
780
776
798
796798
778
776
774
778
772
800798
796
792790
794
788
772
774
772
782780
784
786
78
2
780
776
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-3.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default 50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
MA
TC
HLIN
E
ST
A.
228
+00
KIR
K
RO
AD
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN
218+00 228+0064
4
780
780
780
781
781
782
782
783
783
784
784
785
785
785
785
785
786
786
786
786
787
787
787
787
787787
787
788
788
788
788
788
788
788
789
789
789
789
789 7
89
790
790
790
790
790
790
790
790
790
790790
790
790
790
791
791
791
791
791
791
791
792
792
792
792
792
792
792
792792
793
793
793
793
793
793
793
793
794
215+00
220+00 225+00
SITE-SPECIFIC TOPO
COUNTY TOPOGRAPHY
KIRK ROAD
STA. 218+00PROJECT LIMIT
TRIB. AREA = 0.84 AC18" RCP
OUTLET NO. SE-1
SUBAREA SE-1: 0.84 AC
SUBAREA SE-2: 0.34 AC
TRIB. AREA = 0.34 ACSWALE
OUTLET NO. SE-2
0.26 ACTRIB. AREA =
SWALEOUTLET NO. SE-3
2 FOOT COUNTY TOPOGRAPHY
1 FOOT TOPO
SITE-SPECIFIC
INV=779.4510" RCP CULVERT
INV=783.7018" RCP CULVERT
INV S 27" RCP=777.81INV E 27" RCP=777.83RIM=783.92
STM (OPEN LID) 4559
INV=784.3812" RCP CULVERT
N BLOCKED WITH CONC.INV W 8" PVC=776.03INV S 8"
PVC=776.03RIM=786.52SAN 1471
INV S 15" RCP=783.88RIM=786.70
INL 6683
INV NW 10" RCP=778.11INV W 27"
RCP=777.65RIM=787.73CB BH 1473
INV E 12" RCP=784.96RIM=787.85
INL 6671
INV=788.07
12" RCP CULVERT
INV=788.55
12" RCP CULVERT
INV=789.34
12" RCP CULVERT
INV E 8" PVC=787.91RIM=789.99
INL 6573
INV W 8" PVC=785.47INV S 18"
RCP=785.41INV N 15" RCP=785.41RIM=790.32
STM 1616
INV E 12" RCP=788.41
RIM=791.48
CB 6367
INV N 15" RCP=788.37
RIM=791.51
INL 6359
INV S 15" RCP=788.89RIM=791.87
CB 6533
INV E 12" RCP=788.36
RIM=792.18
CB 6402
INV E 12" RCP=789.44
RIM=792.35
CB 6457
792
790
786
784
790
790
790
786
792
784
786
780
788
784
780
786
786
784
780
782
772
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-4.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default 50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
MA
TC
HLIN
E
ST
A.
242
+00
KIR
K
RO
AD
MA
TC
HLIN
E
ST
A.
228
+00
KIR
K
RO
AD
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN
228+00 242+0065
5
774
775
776
777
777
778
779
780
780
781
782
782
783
783783
784
784
784
784
785
785
785
785
785785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786786
786
786
786
786
786
786
786
787
787
787
787
787
787
787
787
787
787
787
787
787
787
787
787
787
787
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
789
789
789 789
789
789
789
789
789
789
789
789
789
789
789
789
790
790
790
790
790
790
790
790
790
790
790
790
790
790790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790790
790
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792792
792
792
792
792
792
792
792
792
792
792
792
793
793
793
793
793
793
793
793
793
794
794
794
794
794
795
795
795
795
795
796
796
796
797
800
800
801
802
75
+00
230+00
235+00
240+00
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=782.16
INV VERT (W) 8" PVC=782.16
RIM=788.28
INL 7037
INV W 24" RCP=782.37
BLIND CONNECT
INV S 12" RCP=782.49
INV E 12" RCP=783.98
RIM=787.83
CB 7038
INV S 27" RCP=771.73
INV N 24" RCP=771.77
RIM=776.85
CB BH 3907
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=781.43
INV VERT (W) 8" PVC=781.43
RIM=788.21
INL 7027
INV NW 12" RCP=767.62
INV SW 36" RCP=765.38
INV N 24" RCP=765.68
RIM=772.29
CB 3948
FA
BYA
N P
AR
KW
AY
KIRK ROAD
FA
BY
AN P
AR
KW
AY
KIRK ROAD
TRIB. A
REA =
3.35 A
C
24"
RCP C
ULVERT
OUTLET N
O. N
W-1
SU
BA
REA
NW-1: 3.35 A
C
SUBAREA NW-2A: 3.66 AC
6.63 ACSUBAREA NW-2B:
TRIB. AREA = 10.21 AC24" RCP
OUTLET NO. NW-2
TRIB. A
REA =
0.24 A
C12"
RCP
OUTLET N
O. SE-5
0.24 A
C
SU
BA
REA SE-5:
SUBAREA SE-3: 0.26 AC
TRIB. AREA = 1.09 ACSWALE
OUTLET NO. SE-4
SUBAREA SE-4: 2.38 AC
TRIB. AREA = 7.68 AC24" RCP
OUTLET NO. NW-3
SUBAREA NW-3: 7.68 AC
SIT
E-SPECIFIC 1 F
OOT TOP
O
2 FO
OT C
OU
NTY TOP
OGR
AP
HY
COUNTY 2 FOOT TOPOGRAPHYSITE-SPECIFIC 1 FOOT TOPO
SOUTH INSTEAD OF GUTTER
DIRECTS FLOWS TOWARD
LEFT TURN LANE CROSS SLOPE
IDENTIFIED DRAINAGE PROBLEM 1:
INV=765.52
36" RCP FES W/ GRATE
INV NW 27" RCP=768.37
INV E 27" RCP=768.35
RIM=772.27
CB 4362
INV NW 12" RCP=767.62
INV SW 36" RCP=765.38
INV N 24" RCP=765.68
RIM=772.29
CB 3948
INV W 10" VCP=760.90
INV E 10" VCP=760.91
RIM=773.51
SAN 4361
INV S 27" RCP=771.73
INV N 24" RCP=771.77
RIM=776.85
CB BH 3907
INV=781.06
24" RCP CULVERT
INV W 27" RCP=771.26
INV N 27" RCP=771.45
RIM=782.71
CB 3835INV=783.21
24" RCP CULVERT
INV=784.21
10" RCP FES
IN
V=785.7
124"
RC
P
CU
LV
ER
T
INV=785.95
24" RCP CULVERT
INV=786.09
15" RCP FES
IN
V=786.4
3
27"
RC
P
FES
IN
V=786.6
021"
RC
P
FES
INV S 8" RCP=778.57
INV N 8" RCP=778.50
RIM=786.62
SAN 3706
INV=786.63
12" RCP FES
INV W 10" VCP=774.22
INV S 8" VCP=775.34
INV E 10" VCP=774.23
RIM=786.82
SAN 3878
8"
RES
TRIC
TO
RIN
V=786.9
424"
RC
P
CU
LV
ER
T
IN
V=787.0
310"
PV
C
CU
LV
ER
T
INV=787.78
18" CMP CULVERT
INV W 24" RCP=782.37
BLIND CONNECT
INV S 12" RCP=782.49
INV E 12" RCP=783.98
RIM=787.83
CB 7038
IN
V
N 8"
RC
P=782.5
5RI
M=788.1
5C
B 5913
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=781.43
INV VERT (W) 8" PVC=781.43
RIM=788.21
INL 7027
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=782.16
INV VERT (W) 8" PVC=782.16
RIM=788.28
INL 7037
INV=788.38
12" RCP CULVERT
INV=788.60
12" CMP CULVERT
HALF BURRIED
INV=788.65
15" CMP CULVERT
INV S 6" VCP=787.38
RIM=788.88
CB BH 6984INV W 12" RCP=785.88
RIM=789.27
INL 6971
INV E 12" RCP=785.51
RIM=789.27
INL 6962
INV=789.33
8" CMP CULVERT
INV E 8" DIP=779.80
INV N 8" VCP=779.77
RIM=789.62
SAN 3275
INV S 15" RCP=785.60
INV E 15" RCP=786.52
INV N 18" CMP=786.89
RIM=789.79
CB 3316
INV W 24" RCP=783.49
INV E 24" RCP=783.49
RIM=790.06
INL 6889
INV W 24" RCP=785.34
INV NE 15" RCP=785.41
RIM=790.13
INL 6877
IN
V=790.8
712"
CM
P
CU
LV
ER
TIN
V=791.3
112"
CM
P
CU
LV
ER
T
INV E 12" RCP=788.74
RIM=791.49
CB 6269
FULL OF DEBRIS
INV S 15" RCP=788.20
INV N 15" RCP=788.13
RIM=791.58
INL 6272
RESTRICTOR
INV W 6" DIP=786.56
INV SE 12" RCP=786.51
RIM=791.65
STM 3274
IN
V
NW 24"
RC
P=786.5
7IN
V
S 24"
RC
P=786.6
4IN
V
E 15"
RC
P=787.0
3RI
M=791.6
6C
B
BH 7350
IN
V
S 24"
RC
P=785.7
5IN
V
N 24"
RC
P=791.7
3RI
M=791.8
1IN
L 5981
IN
V=791.8
415"
CM
P
CU
LV
ER
TIN
V
S 24"
RC
P=786.2
8RI
M=791.8
6IN
L 7334 IN
V
N 24"
RC
P=786.6
0RI
M=791.8
7IN
L 7349
IN
V=791.8
915"
CM
P
CU
LV
ER
T
IN
V
S 24"
RC
P=786.3
2IN
V
N 24"
RC
P=786.3
3RI
M=792.0
0IN
L 1102
IN
V
W 15"
RC
P=792.1
4RI
M=796.0
4IN
L 7431
IN
V
S 18"
RC
P=793.1
4IN
V
N 15"
RC
P=793.7
1RI
M=799.7
9IN
L 8026
IN
V
W 27"
RC
P=787.2
7IN
V
E 24"
RC
P=789.2
6IN
V
N 18"
RC
P=792.9
9RI
M=800.8
7C
B 8025
770
772
766
768
770
776
778
780
794
780
798
796
798
796
794
788
782
792
784
786
788
788
786
800
788
786
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-5.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default 50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
MA
TC
HLIN
E
ST
A.
242
+00
KIR
K
RO
AD
KIRK ROAD AND FABYAN PARKWAY
EXISTING DRAINAGE PLAN
242+00 250+0066
6
J
772
772 773
773
773
773
774
774
774
775
775
775
775
775
775
776
776
776
777
777
777
777
778
778
778
778
779
779
779
780
780
780
780
780
780
780
780
781
781781
782
782782
782
783
783
783
783
784
784
784
784
785
785
785
785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786
787
787
787
787
787
787787
787
787
787
787
788
788
788
788
788
788
788
788
789
789
789
790
790
790
790
790
791792
793
245+00
250+00
255+00
KIRK ROAD
STA. 245+00PROJECT LIMIT
TRIB. AREA = 4.99 AC24" RCP
OUTLET NO. NW-4
SUBAREA NW-4: 4.99 AC
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
INV SW 12" RCP=767.12
INV S 24" RCP=766.65
INV N 15" RCP=766.67
RIM=771.83
CB 4336
INV=771.93
24" RCP FES W/ GRATE
INV NW 12" RCP=767.62
INV SW 36" RCP=765.38
INV N 24" RCP=765.68
RIM=772.29
CB 3948
INV W 15" RCP=767.57
INV S 15" RCP=767.48
RIM=772.88
CB 4349
INV NW 12" RCP=766.25
INV W 12" RCP=766.35
INV S 24" RCP=766.25
INV N 24" RCP=766.45
RIM=775.25
CB 4019
INV S 27" RCP=771.73
INV N 24" RCP=771.77
RIM=776.85
CB BH 3907
INV=779.90
18" RCP CULVERT
INV=781.46
24" RCP CULVERT
BLIND CONNECT
INV E 12" PVC=781.12
RIM=785.18
INL 7286
INV S 12" RCP=781.39
CONNECTION SHOWN PER GENEVA ATLAS
INV N 12" RCP=781.31
RIM=785.49
INL 7218
INV N 12" RCP=781.62
RIM=785.60
INL 7217
INV E 24" RCP=778.21
INV N 30" RCP=778.06
RIM=786.01
STM 7260
INV W 24" RCP=780.58
INV SW 12" RCP=782.08
INV E 24" RCP=780.58
RIM=786.08
INL 7321INV NE 12" RCP=783.29
RIM=786.11
INL 7320
INV E 12" RCP=783.24
RIM=786.51
INL 7160
INV W 12" RCP=782.81
RIM=786.62
INL 7176
INV W 24" RCP=780.73
INV S 12" RCP=781.01
RIM=786.87
CB BH 7125
SEVERE OFFSET
INV W 24" RCP=779.89
INV E RCP=779.89
RIM=787.01
INL 7112
INV W 24" RCP=780.57
INV E 24" RCP=780.57
RIM=787.18
INL 7126
INV W 12" RCP=783.77
INV N 12" RCP=783.72
RIM=787.58
INL 7082
VERT PIPES TO E/W TOP OF PIPE
INV VERT (W) 8" PVC=784.65
INV VERT (E) 8" PVC=784.65
RIM=787.60
INL 7070
INV W 24" RCP=782.37
BLIND CONNECT
INV S 12" RCP=782.49
INV E 12" RCP=783.98
RIM=787.83
CB 7038
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=781.43
INV VERT (W) 8" PVC=781.43
RIM=788.21
INL 7027
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=782.16
INV VERT (W) 8" PVC=782.16
RIM=788.28
INL 7037
800
792
790
792790788
780
792
780
808
788800
802
806
804802
794
798
780
784
782
776
778
776
790
796
786
774
800772
794
790
792
788
798
800
796
772
802
786
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME
N:\kanecounty\110594\CADD_Sheets\110594_EXDRN-sht-plan-6.dgn
eandersonUSER NAME =
PLOT SCALE = 50’
PLOT DATE = 11/12/2013
=
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA. -
-
-
-
-
Default 50’
F.A.P
0363 KANE
DIVISION OF TRANSPORTATION
KANE COUNTY
ETA
FCP6
DJK EXHIBIT 4
AND STATIONINGREFERENCE LINE/CENTERLINE
BRIDGE NO.BRIDGE LOCATION -
2 X 2 BOXRIGHT OF WAY LINE
SWALE
DITCH
CHANNEL
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
OUTLET
SHEET FLOW
CATCH BASIN
INLET
HEADWALL/ENDWALL
SANITARY SEWER
MANHOLE
FLARED END SECTION
FLOODWAY BOUNDARY
430+00
SUMMIT
OVERFLOWFLOODPLAIN BOUNDARY
KEY MAP
TYPECULVERT SIZE - FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
(HYDROLOGIC ATLAS, REFERENCE ONLY)DRAINAGE DIVIDE
STORM SEWER
55+00 69+00
SCALE IN FEET
50050
MA
TC
HLIN
E
ST
A.
69
+00
FA
BY
AN
PA
RK
WA
Y
6
KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN AND PROFILE
750
755
760
765
770
775
780
755
760
765
770
775
780
785
790
1
1
748 748749
749 749
750
750
751 752
752
753
753
754
754
754
755
755
755
755 755
756
756
756
757
757
757
757
757
758
758
758
758
758
758
759
759
759
760
760
760
760
760
760
761
761
761
762
762
763
763
764
764
765
765
765
765
766
766
766
767
767
768
768
769
769
769
770
770
770
770
771
771
772
772
773
773
773
774
774
775
775
775
775
776
777
777
778
778
779
780
780
780
781
781
782
782
783
783
783
783
784
784
785
785
785
786
787 788
788
788789
789789
7897907
90
790
790
790
790
790
790
791
791
791
791
791
792
792
792
792
792
793
55+00 60+00
65+00FABYAN PARKWAY
STA. 54+00PROJECT LIMIT
SUBAREA W-1A: 0.47 AC
SUBAREA W-1C: 1.47 ACSUBAREA W-1D: 2.14 AC
SUBAREA W-1B: 2.49 AC
TRIB. AREA = 6.57 ACDITCH
OUTLET NO. W-1
IN LATE 2013
BUILDINGS WILL BE DEMOLISHED
EXISTING RESIDENTIAL
PER PROPERTY OWNER,
24"
RCP
2 FOOT COUNTY TOPOGRAPHY
SITE-SPECIFIC 1 FOOT TOPO
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
18" RCP 18" RCP15" RCP
24" RCP
24"
RC
P
INV.=752.53
FREEBOARD EL. = 760.00HWL EL. = 758.00NWL EL. = 754.00
SUBAREA W-1C: 1.47 AC
24" RCP
INV.=753.00
WEIR EL. 758.00
(MIN. 4" DIA.)RESTR. EL. 754.00 CONTROL STRUCTURE
VOL.= 0.45 AC-FTREQ'D DETENTION VOL =0.75 AC-FTPROV DETENTION BMP DETENTION BASIN W:
780
764 780
760
774
778
776
790
776
758
778
772
7567
54
752
760
790
776
INV=748.2836" RCP FES
INV=752.2324" RCP CULVERT
INV SW 24" RCP=753.47RIM=756.07CB BH 5054
INV SW 24" RCP=752.53INV NE 24" RCP=752.53RIM=756.49INL 5041
INV SW 24" RCP=753.14INV NE 24" RCP=753.14RIM=757.43INL 5061
TOP=760.1418" CMP CULVERT
TOP=760.1418" CMP CULVERT
INV N 12" RCP=760.51RIM=763.32INL 5119
INV W 18" RCP=756.95INV S 12" RCP=757.57INV E 15" RCP=757.02RIM=763.40STM 5132
INV S 12" RCP=759.06INV N 12" RCP=758.85RIM=763.48INL 5133
INV=767.5418" CMP FES
INV=770.4318" CMP FES
INV N 12" RCP=768.03RIM=771.37INL 4569
INV S 12" RCP=766.64INV N 12" RCP=766.61RIM=771.59INL 5216
INV W 15" RCP=766.00INV S 12" RCP=766.03INV E 12" RCP=766.04RIM=771.68STM 5215
INV=772.4815" CMP FES
INV=772.8615" CMP CULVERT
INV N 12" RCP=775.78RIM=779.08INL 5329
INV S 12" RCP=774.21BLIND CONNECTINV N 12" RCP=774.02RIM=779.20INL 5322
INV=780.5515" CMP CULVERT
INV=780.8215" CMP CULVERT
INV N 8" RCP=785.55RIM=787.60CB BH 5703
INV SE 12" RCP=785.93INV N 12" RCP=785.92RIM=787.66CB BH 971
INV S 12" RCP=785.98INV N 12" RCP=785.95RIM=788.95INL 5606
INV S 8" RCP=784.81INV N 8" RCP=784.83RIM=789.00CB 5652
INV S 12" RCP=784.44INV N 12" RCP=784.44RIM=789.09INL 5623
INV W 12" RCP=782.66INV S 12" RCP=782.64INV E 12" RCP=782.64RIM=789.30STM 5624
INV SW 12" RCP=787.00RIM=789.97INL 1025
INV NW 12" RCP=786.49INV NE 12" RCP=786.67RIM=790.38INL 1026
ETA
FCP
MJM
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
754
755 756
757
758
758
758
759
760
760
760
761
762
761
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-1.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
Rim
El. 771.9
4Inv.
El. 764.9
0
Out
Inv.
El. 765.0
0 In
Rim
El. 780.0
0Inv.
El. 772.9
0
Out
Inv.
El. 773.0
0 In
Rim
El. 789.6
2Inv.
El. 781.5
0
Out
10-YR HGL
10-YR HGL
Sta 59
+00
Sta 62
+00
Sta 64
+00
Sta 67
+00
Inv.
El. 756.0
0 In
Inv.
El. 755.3
3
Out
Rim
El. 764.2
0
304.0 LF - 18" RCP @ 2.93%
198.0 LF - 18" RCP @ 3.99%
304.0 LF - 15" RCP @ 2.80%
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00
757.1
3
758.1
8
759.2
2
760.2
1
761.3
5
762.6
9
764.1
3
765.7
0
767.1
6
768.4
2
769.6
6
770.8
8
772.2
2
773.8
6
775.7
0
777.7
2
779.7
8
781.7
4
783.5
9
785.1
5
786.7
1
788.2
7
789.7
4
790.9
0
791.6
6
792.1
9
792.4
2
752.0
7
753.3
3
754.5
9
755.8
4
757.1
0
758.3
6
759.6
1
760.8
7
762.1
3
763.3
8
764.6
4
765.9
0
767.1
5
768.4
1
769.6
7
770.9
3
772.3
8
774.0
8
776.0
1
778.1
9
780.4
4
782.5
1
784.4
0
786.1
2
787.6
5
789.0
1
790.1
8
791.1
8
792.0
0
792.6
3
793.0
9
62 69+00 83+00
2
MA
TC
HLIN
E
ST
A.
69
+00
FA
BY
AN
PA
RK
WA
Y
MA
TC
HLIN
E
ST
A.
83
+00
FA
BY
AN
PA
RK
WA
Y
780
785
790
795
800
785
790
795
800
775 775
780
SCALE IN FEET
50050
KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN
784
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786
787
787
787
787
787
787
787
787
787
787
788
788
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
789
789
789
789
789
789
790
790
790
790
790790
790
790
790790790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
792
792 792
792 792
792
792
792
792
792792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
793
793
793
793
793
793
793
794
794
794
794
795
795
795
795
795
795
795
796
796
796
796
796
797
797
797
797797
797
798
798
798
798
798
798
798
798
798
799
799799
800
800 800
800
800
800
800
800
800
800
801 801
801
801
801
802
802
802
70+00 75+00
80+00
230
+00
FABYAN PARKWAY
KIR
K R
OA
D
FABYAN PARKWAY
SUBAREA NW-1B: 2.65 AC
SUBAREA SE-4: 0.43 AC
SUBAREA SE-5: 0.37 AC
SUBAREA NW-2A: 2.39 AC
SU
BA
REA
NW-2A: 2.39 A
C
6.63 A
C
SU
BA
REA
NW-2B:
SU
BA
REA SE-1D: 2.20 A
C
TRIB. AREA = 3.09 AC 24" RCP CULVERTOUTLET NO. NW-1
TRIB. AREA = 0.43 ACSWALE
OUTLET NO. SE-4
TRIB. AREA = 0.37 ACSWALE
OUTLET NO. SE-5
24"
RC
P
15" RCP
18" RCP
18" RCP
INV.=787.14
INV. (18")=786.70INV. (15")=786.80
INV. = 787.10
SITE-SPE
CIFIC 1 F
OOT TOPO
2 FOOT C
OUNTY TOPO
GRAPHY
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
18" RCP 18" RCP
INV. = 788.10
INV. 786.20INV. 791.20
NW-1A: 0.44 AC
SUBAREA
800
794
788
786
802
800
798
790
IN
V=784.2
1
10"
RC
P
FES
INV=785.7124" RCP CULVERT
INV=786.43
27" RCP FES
INV=786.6021" RCP FES
8" RESTRICTORINV=786.9424" RCP CULVERT
INV=787.0310" PVC CULVERT
INV N 8" RCP=782.55RIM=788.15CB 5913
IN
V=788.3
8
12"
RC
P
CU
LV
ER
T
IN
V=788.6
0
12"
CM
P
CU
LV
ER
T
HA
LF
BU
RRIE
D
IN
V=788.6
5
15"
CM
P
CU
LV
ER
T
IN
V=789.3
3
8"
CM
P
CU
LV
ER
T
IN
V
S 15"
RC
P=785.6
0
IN
V
E 15"
RC
P=786.5
2
IN
V
N 18"
CM
P=786.8
9
RI
M=789.7
9
CB 3316
IN
V
W 24"
RC
P=785.3
4
IN
V
NE 15"
RC
P=785.4
1
RI
M=790.1
3
IN
L 6877
INV=790.8712" CMP CULVERTINV=791.3112" CMP CULVERT
IN
V
E 12"
RC
P=788.7
4
RI
M=791.4
9
CB 6269
INV N 12" RCP=788.20RIM=791.57INL 1043
FU
LL
OF
DE
BRIS
IN
V
S 15"
RC
P=788.2
0
IN
V
N 15"
RC
P=788.1
3
RI
M=791.5
8
IN
L 6272
RES
TRIC
TO
R
IN
V
W 6"
DIP
=786.5
6
IN
V
SE 12"
RC
P=786.5
1
RI
M=791.6
5
ST
M 3274
INV NW 24" RCP=786.57INV S 24" RCP=786.64INV E 15" RCP=787.03RIM=791.66CB BH 7350
INV S 24" RCP=785.75INV N 24" RCP=791.73RIM=791.81INL 5981
INV=791.8415" CMP CULVERT
INV S 24" RCP=786.28RIM=791.86INL 7334
INV N 24" RCP=786.60RIM=791.87INL 7349
INV=791.8915" CMP CULVERT
INV S 24" RCP=786.32INV N 24" RCP=786.33RIM=792.00INL 1102
INV=792.8412" RCP CULVERT
INV S 12" RCP=792.93RIM=795.98INL 7418
INV W 15" RCP=792.14RIM=796.04INL 7431
INV=796.0521" RCP FES
INV=796.2318" RCP FES
INV S 18" RCP=792.86INV N 12" RCP=793.18RIM=799.33INL 8098
INV S 18" RCP=794.63INV E 18" RCP=794.53INV N 15" RCP=794.74RIM=799.42CB 8162INV S 18" RCP=793.14
INV N 15" RCP=793.71RIM=799.79INL 8026
INV W 18" RCP=792.96INV N 18" RCP=793.43RIM=800.17CB 2956INV W 27" RCP=787.27
INV E 24" RCP=789.26INV N 18" RCP=792.99RIM=800.87CB 8025
INV W 24" RCP=791.48INV E 18" RCP=791.58INV N 18" RCP=792.47RIM=801.24CB 2981
ETA
FCP
MJM
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
AP
PR
OXI
MA
TE
R.O.W.
LIN
E
AP
PR
OXI
MA
TE
R.O.W.
LIN
E
AP
PR
OXI
MA
TE
R.O.W.
LIN
E AP
PR
OXI
MA
TE
R.O.W.
LIN
E
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-2.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
Rim
El. 795.6
2Inv.
El. 790.6
4
Out
Inv.
El. 790.8
0 In
Rim
El. 798.0
0Inv.
El. 796.2
3
Out
10-YR HGL
PR. 18" DIA. MATCHES EX.
HEADWALL TO OPEN DITCH
Sta 76
+24
Sta 79
+00
Sta 80
+42
Inv.
El. 786.5
0 In
Inv.
El. 786.3
6
Out
Rim
El. 791.4
6
276.0 LF - 18" RCP @ 1.50%
142.0 LF - 18" RCP @ 3.82%
69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00
792.4
2
792.5
4
792.6
1
792.6
1
792.6
3
792.6
9
792.7
8
792.8
5
792.8
7
792.8
5
792.7
7
792.6
1
792.2
7
792.1
0
792.2
9
792.9
5
793.7
2
794.4
8
795.2
1
795.9
6
796.6
4
797.2
0
797.6
1
798.0
1
798.2
1
798.3
4
798.4
2
798.3
7
798.3
7
793.0
9
793.3
7
793.4
7
793.4
0
793.2
5
793.1
0
792.9
5
792.8
0
792.6
5
792.5
0
792.3
5
792.2
0
792.0
6
792.1
0
792.3
5
792.8
1
793.4
6
794.1
5
794.8
4
795.5
3
796.2
2
796.9
1
797.6
0
798.2
7
798.7
9
799.1
7
799.3
9
799.4
7
799.3
9
63 83+00 95+00
3
MA
TC
HLIN
E
ST
A.
83
+00
FA
BY
AN
PA
RK
WA
Y
770
775
780
785
790
795
800
770
775
780
785
790
795
800
KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN
SCALE IN FEET
50050
773
774
774
774
775
775775
775
775
775
776
776
776
776
777
777
777
77777
8
778
778
778
778
779
779
779
779
779
780
780
780
780
780
780
780
780
780
781
781
781
781
781
781
781
781
782
782
782
782
783
783
783
783
783
784
784
784
784
784
785
785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
787
787
787
787
787
787
788
788
788
788
788
789
789
789
789
789
789
789
789
790
790
790
790
790
790
790
790
790 790
790
791
791
791
791
791
791
792
792
792
792
792
792
793
793
793
793
794
794
794
794
795
795
795
795
795
795
795795
795
796
796
796
796
797
797
797
797
797
798
798
798
798
799
799
800
800
800
800
801
801
801
802
85+00 90+00
95+00
FABYAN PARKWAY
STA. 92+00PROJECT LIMIT
SUBAREA E-1: 0.40 AC
SUBAREA E-2: 2.52 AC
SUBAREA SE-7: 0.34 AC
TRIB. AREA = 0.40 AC SWALE
OUTLET NO. E-1
TRIB. AREA = 2.52 AC18" CMP CULVERT
OUTLET NO. E-2
SITE-SPECIFIC 1
FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
EL. 781.00DITCH CHECK
EL. 779.00DITCH CHECK
EL. 777.00DITCH CHECK
TRIB. AREA = 0.24 AC12" RCP
OUTLET NO. SE-6
TRIB. AREA = 0.34 AC12" RCP
OUTLET NO. SE-7
0.24 AC
SUBAREA SE-6:
INV. 789.60
INV. 789.20 INV. 783.10
INV. 780.10
REQ'D DETENTION VOL.=0.14 AC-FTPROV DETENTION VOL.=0.23 AC-FTBMP SWALE E:
802
800
786
794
780
776
798
796798
778
776
774
778
772
772
784
786
INV=770.59
12" RCP FES
INV=771.2518" RCP FES
INV=772.4118" RCP FES
INV=773.43
12" RCP FES
INV=775.2718" CMP CULVERT
INV=775.5118" CMP CULVERT
INV N 12" RCP=773.39RIM=775.80INL 7886
INV N 12" RCP=773.16RIM=775.96CB 2433
INV=776.9312" RCP FES
INV=778.5218" CMP CULVERT
INV S 12" RCP=773.73INV E 12" RCP=772.53RIM=779.20INL 7789
INV=779.4418" CMP FES
INV N 12" RCP=777.02RIM=779.64INL 7773
INV=780.1018" RCP CULVERT
INV=782.4612" RCP FES
INV=784.55
12" RCP CULVERT
INV S 12" RCP=782.90RIM=785.13INL 7702
INV W 12" RCP=781.53INV S 12" RCP=781.42INV E 15" RCP=781.42RIM=785.71CB BH 2665
INV N 12" RCP=783.48RIM=787.18INL 7669
INV S 12" RCP=785.04RIM=787.29INL 7676
INV=790.58
12" RCP CULVERT
INV=792.72
12" RCP CULVERT
INV W 12" RCP=788.55INV S 12" RCP=788.64INV E 12" RCP=788.61RIM=792.79CB BH 2722
INV S 12" RCP=791.13RIM=793.97INL 7620
INV N 12" RCP=790.56RIM=794.04INL 7613
INV S 12" RCP=794.39RIM=797.36INL 7542
INV E 12" RCP=794.03RIM=797.44INL 7552 INV W 18" RCP=795.84
INV NE 15" RCP=795.85RIM=799.22CB 8187INV S 18" RCP=794.63
INV E 18" RCP=794.53INV N 15" RCP=794.74RIM=799.42CB 8162
INV W 18" RCP=792.96INV N 18" RCP=793.43RIM=800.17CB 2956
ETA
FCP
MJM
APPROXIMATE R.O.W
. LINE
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
774
775
776
776
777 777778 778
779
779
780781
782
782
783
783
784
784
785786
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-3.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00
798.3
7
798.2
5
798.0
3
797.6
6
797.2
3
796.7
3
796.0
8
795.3
5
794.5
0
793.5
7
792.5
3
791.4
5
790.4
6
789.1
7
787.8
5
786.5
9
785.3
3
784.0
8
782.8
5
781.7
0
780.6
0
779.5
2
778.5
5
777.6
7
776.8
3
799.3
9
799.1
7
798.8
0
798.2
7
797.6
0
796.7
7
795.8
0
794.7
5
793.7
1
792.6
6
791.6
1
790.5
6
789.5
1
788.4
6
787.4
2
786.3
7
785.3
2
SCALE IN FEET
50050
MA
TC
HLIN
E
ST
A.
228
+00
KIR
K
RO
AD
765
770
775
780
785
790
795
765
770
775
780
785
790
795
800
805
4 218+00 228+00
4
KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN AND PROFILE
6
780
780
780
781
781
782
782
783
783
784
784
785
785
785
785
785
786
786
786
786
787
787
787
787
787787
787
788
788
788788
788
788
788
789
789
789
789
789 7
89
790
790
790
790
790
790
790
790
790
790790
790
790
790
791
791
791
791
791
791
791
792
792
792
792
792
792
792
792792
793
793
793
793
793
793
793
793
794
215+00
220+00 225+00
KIRK ROAD
STA. 218+00PROJECT LIMIT
SUBAREA SE-1A: 0.15 AC
SUBAREA SE-1B: 0.87 AC
SUBAREA SE-1C: 0.78 AC
TRIB. AREA = 4.00 ACSWALE
OUTLET NO. SE-1
2 FOOT COUNTY TOPOGRAPHY
SITE-SPECIFIC 1 FOOT TOPO
2 FOOT COUNTY TOPOGRAPHY
1 FOOT TOPO
SITE-SPECIFIC
24" RCP24" RCP
24" RCP
(MIN. 4" DIA.)RESTR. EL. 783.0 CONTROL STRUCTURE
FREEBOARD EL. = 789.00HWL EL. = 787.00NWL EL. = 783.00
787.00WEIR EL. VOL.= 0.95 AC-FT
REQ'D DETENTION VOL.= 1.02 AC-FTPROV DETENTIONBMP DETENTION BASIN SE:
790
784
790
790
784
786
780
786
782
INV=779.4510" RCP CULVERT
INV=783.7018" RCP CULVERT
INV S 27" RCP=777.81INV E 27" RCP=777.83RIM=783.92
STM (OPEN LID) 4559
INV=784.3812" RCP CULVERT
INV S 15" RCP=783.88RIM=786.70
INL 6683
INV NW 10" RCP=778.11INV W 27"
RCP=777.65RIM=787.73CB BH 1473
INV E 12" RCP=784.96RIM=787.85
INL 6671
INV=788.07
12" RCP CULVERT
INV=788.55
12" RCP CULVERT
INV=789.34
12" RCP CULVERT
INV E 8" PVC=787.91RIM=789.99
INL 6573
INV W 8" PVC=785.47INV S 18"
RCP=785.41INV N 15" RCP=785.41RIM=790.32
STM 1616
INV E 12" RCP=788.41
RIM=791.48
CB 6367
INV N 15" RCP=788.37
RIM=791.51
INL 6359
INV S 15" RCP=788.89RIM=791.87
CB 6533
INV E 12" RCP=788.36
RIM=792.18
CB 6402
INV E 12" RCP=789.44
RIM=792.35
CB 6457
ETA
FCP
MJM
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
783
783
783
784
784
785
785
786
786
787
787
787
788
788
788
789
789
789 790
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-4.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
Inv.
El. 784.7
0 In
Inv.
El. 784.6
0
Out
Rim
El. 792.3
9
Inv.
El. 784.2
0 In
Inv.
El. 784.1
0
Out
Rim
El. 793.3
2
Inv.
El. 783.7
0 In
Inv.
El. 783.6
0
Out
Rim
El. 792.2
9
10-YR HGL
Inv.
El. 785.4
0 In
Inv.
El. 785.1
0
Out
Rim
El. 791.4
2
Sta 228
+00 -
Ln:
5
Sta 220
+00
Sta 222
+00
Sta 223
+98
Sta 226
+00
Inv.
El. 783.2
0 In
Inv.
El. 783.0
8
Out
Rim
El. 790.2
9
200.0 LF - 24" RCP @ 0.20%198.0 LF - 24" RCP @ 0.20%
198.0 LF - 24" RCP @ 0.20%@ 0.20%
200.0 LF - 24" RCP
218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00
788.1
5
788.7
3
789.4
4
790.1
0
790.6
3
791.0
9
791.5
1
791.9
1
792.3
5
792.7
4
792.9
4
793.0
6
793.1
7
793.2
9
793.3
6
793.2
8
793.1
6
792.9
5
792.6
5
792.3
7
792.1
6
792.1
4
788.7
3
789.2
3
789.7
3
790.2
3
790.7
3
791.2
3
791.7
3
792.2
3
792.7
3
793.2
1
793.5
4
793.7
3
793.7
6
793.6
5
793.3
9
793.1
1
792.8
3
792.5
5
792.2
8
792.1
2
792.1
1
SCALE IN FEET
50050
MA
TC
HLIN
E
ST
A.
228
+00
KIR
K
RO
AD
800
770
775
780
785
790
795
770
775
780
785
790
795
MA
TC
HLIN
E
ST
A.
240
+00
KIR
K
RO
AD
5
5 228+00 240+00
KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN AND PROFILE
6
782
783
783
784
784
784
785
785
785785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786
786
786
786
786
787
787
787
787
787
787
787
787
787
787
787
787
787
788
788
788
788
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
789
789 789
789
789
789
789
789
789
789
790
790
790
790
790
790
790790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790
790790
790
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
791
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792
792792
792
792
792
792
792
792
792
792
792
793
793
793
793
793
793
793
793
794
794
794
795
75
+00
230+00
235+00
240+00
SIT
E-SPECIFIC TOP
O
CO
UN
TY TOP
OGR
AP
HY
KIRK ROAD
FA
BY
AN P
AR
KW
AY
KIRK ROAD
SU
BA
REA SE-4: 0.43 A
C
SUBAREA NW-2A: 2.39 AC
6.63 AC
SUBAREA NW-2B:
SUBAREA NW-3A: 0.47 AC
SUBAREA SE-1D: 2.20 AC
TRIB. A
REA =
0.43 A
CS
WALE
OUTLET N
O. SE-4
TRIB. A
REA =
0.37 A
CS
WALE
OUTLET N
O. SE-5
4.45 ACSUBAREA NW-2C:
15" RCP
18"
RC
P
18"
RCP
INV. (18")=786.70INV. (15")=786.80
18" RCP
18" RCP
18" RCP 18" RCP
18" RCP
FREEBOARD EL. = 786.00HWL EL. = 784.00NWL EL. = 780.00
WEIR EL. 784.00
TRIB. AREA = 11.08 AC24" RCP
OUTLET NO. NW-2
787.14INV.=
(MIN. 4" DIA.)RESTR. EL 780.00 CONTROL STRUCTUREVOL.= 0.65 AC-FT
REQ'D DETENTION VOL.= 0.78 AC-FTPROV DETENTIONBMP DETENTION BASIN NW:
INV. 786.00
780
798
796794
788
792
788
800
788
INV W 27" RCP=771.26
INV N 27" RCP=771.45
RIM=782.71
CB 3835INV=783.21
24" RCP CULVERT
INV=784.21
10" RCP FES
INV=785.95
24" RCP CULVERT
INV=786.09
15" RCP FES
IN
V=786.4
3
27"
RC
P
FES
IN
V=786.6
021"
RC
P
FES
INV=786.63
12" RCP FES
IN
V=787.0
310"
PV
C
CU
LV
ER
T
INV=788.38
12" RCP CULVERT
INV=788.60
12" CMP CULVERT
HALF BURRIED
INV=788.65
15" CMP CULVERT
INV S 6" VCP=787.38
RIM=788.88
CB BH 6984INV W 12" RCP=785.88
RIM=789.27
INL 6971
INV E 12" RCP=785.51
RIM=789.27
INL 6962
INV=789.33
8" CMP CULVERT
INV S 15" RCP=785.60
INV E 15" RCP=786.52
INV N 18" CMP=786.89
RIM=789.79
CB 3316
INV W 24" RCP=783.49
INV E 24" RCP=783.49
RIM=790.06
INL 6889
INV W 24" RCP=785.34
INV NE 15" RCP=785.41
RIM=790.13
INL 6877
IN
V=790.8
712"
CM
P
CU
LV
ER
TIN
V=791.3
112"
CM
P
CU
LV
ER
T
INV E 12" RCP=788.74
RIM=791.49
CB 6269
FULL OF DEBRIS
INV S 15" RCP=788.20
INV N 15" RCP=788.13
RIM=791.58
INL 6272
RESTRICTOR
INV W 6" DIP=786.56
INV SE 12" RCP=786.51
RIM=791.65
STM 3274
IN
V
NW 24"
RC
P=786.5
7IN
V
S 24"
RC
P=786.6
4IN
V
E 15"
RC
P=787.0
3RI
M=791.6
6C
B
BH 7350
IN
V=791.8
415"
CM
P
CU
LV
ER
TIN
V
S 24"
RC
P=786.2
8RI
M=791.8
6IN
L 7334 IN
V
N 24"
RC
P=786.6
0RI
M=791.8
7IN
L 7349
IN
V=791.8
915"
CM
P
CU
LV
ER
T
ETA
FCP
MJM
AP
PR
OXI
MA
TE
R.O.W.
LIN
E
AP
PR
OXI
MA
TE
R.O.W.
LIN
E
AP
PR
OXI
MA
TE
R.O.W.
LIN
E
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
780
781
781
782
782
783
783
784
784
784
785
785
785
786
786
786
787
787
788
788
789
789
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-5.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
Rim
El. 792.0
0
Sta 231+00 -
Ln:
6
Rim
El. 791.9
7
Sta 235
+98 -
Ln:
2
Sta 233
+34 -
Ln:
3
10-YR HGL
10-YR HGL
Inv.
El. 785.4
0 In
Inv.
El. 785.1
0
Out
Rim
El. 791.4
2
Sta 228
+00 -
Ln:
5
Inv.
El. 786.2
9
Out
Inv.
El. 786.4
0 In
Inv.
El. 785.3
0
Out
Inv.
El. 785.4
0 In
Inv.
El. 784.1
0
Out
Inv.
El. 784.2
0 In
Rim
El. 789.7
0
295.0 LF - 18" RCP @ 0.30%
263.0 LF - 18" RCP @ 0.42%
53.0 LF - 18" RCP @ 3.02%
Sta 236
+51 -
Ln:
1
Inv.
El. 782.4
0
Out
Inv.
El. 782.5
0 In
Rim
El. 789.7
0
228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00
792.1
4
792.1
8
792.2
5
792.2
9
792.2
9
792.2
5
792.2
0
792.0
6
792.2
3
791.9
2
791.3
3
791.1
4
791.0
5
790.9
4
790.8
2
790.6
4
790.4
9
790.3
4
790.2
1
790.1
1
789.9
6
789.7
6
789.5
5
789.3
7
789.2
4
792.1
1
792.2
5
792.5
4
792.8
0
792.9
1
792.8
5
792.6
8
792.5
0
792.3
2
792.1
4
791.9
6
791.7
9
791.6
1
791.4
3
791.2
5
791.0
7
790.8
9
790.7
1
790.5
3
790.3
5
790.1
8
790.0
0
789.8
2
789.6
4
789.4
6
SCALE IN FEET
50050
MA
TC
HLIN
E
ST
A.
240
+00
KIR
K
RO
AD
765
770
775
780
785
790
795
765
770
775
780
785
790
795
800
805
6 240+00
6 KIRK ROAD AND FABYAN PARKWAY
PROPOSED DRAINAGE PLAN AND PROFILE
6
J
772
772 773
773
773
773
774
774
774
774
775
775
775
775
775
775
775
776
776
776
776
777
777
777
777
777
777
778
778
778
778
778
779
779
779
779
780
780
780
780
780
780
780
780
780
780
781
781
781781
782
782
782782
782
783
783
783
783
783
784
784
784
784
784
785
785
785
785
785
785
785
785
785
785
785
785
785
785
786
786
786
786
786
786
786
786
786
787
787
787
787
787
787
787787
787
787
787
787
788
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
790
790
790
790
790
790
790
791
791
791
792
792
793
240+00
245+00
250+00
KIRK ROAD
STA. 245+00PROJECT LIMIT
SUBAREA NW-3A: 0.47 AC
4.55 AC
SUBAREA NW-3B:
SUBAREA NW-4B: 4.41 AC
SUBAREA NW-4A: 0.33 AC
TRIB. AREA = 4.74 AC24" RCP
OUTLET NO. NW-4
TRIB. AREA = 5.02 AC24" RCP
OUTLET NO. NW-3
REMOVE AND REPLACE S.S.
2 FOOT COUNTY TOPOGRAPHY
SITE-SPECIFIC 1 FOOT TOPO
INV. 780.00
INV. 778.80
780778
790
772
790
792
788
796
794
798
786
INV=765.52
36" RCP FES W/ GRATE
INV SW 12" RCP=767.12
INV S 24" RCP=766.65
INV N 15" RCP=766.67
RIM=771.83
CB 4336
INV=771.93
24" RCP FES W/ GRATE
INV NW 12" RCP=767.62
INV SW 36" RCP=765.38
INV N 24" RCP=765.68
RIM=772.29
CB 3948
INV W 15" RCP=767.57
INV S 15" RCP=767.48
RIM=772.88
CB 4349
INV NW 12" RCP=766.25
INV W 12" RCP=766.35
INV S 24" RCP=766.25
INV N 24" RCP=766.45
RIM=775.25
CB 4019
INV=779.90
18" RCP CULVERTINV=781.06
24" RCP CULVERT
INV=781.46
24" RCP CULVERT
BLIND CONNECT
INV E 12" PVC=781.12
RIM=785.18
INL 7286
INV S 12" RCP=781.39
CONNECTION SHOWN PER GENEVA ATLAS
INV N 12" RCP=781.31
RIM=785.49
INL 7218
INV N 12" RCP=781.62
RIM=785.60
INL 7217
INV E 24" RCP=778.21
INV N 30" RCP=778.06
RIM=786.01
STM 7260
INV W 24" RCP=780.58
INV SW 12" RCP=782.08
INV E 24" RCP=780.58
RIM=786.08
INL 7321INV NE 12" RCP=783.29
RIM=786.11
INL 7320
INV E 12" RCP=783.24
RIM=786.51
INL 7160
INV W 12" RCP=782.81
RIM=786.62
INL 7176
INV W 24" RCP=780.73
INV S 12" RCP=781.01
RIM=786.87
CB BH 7125
SEVERE OFFSET
INV W 24" RCP=779.89
INV E RCP=779.89
RIM=787.01
INL 7112
INV W 24" RCP=780.57
INV E 24" RCP=780.57
RIM=787.18
INL 7126
INV W 12" RCP=783.77
INV N 12" RCP=783.72
RIM=787.58
INL 7082
VERT PIPES TO E/W TOP OF PIPE
INV VERT (W) 8" PVC=784.65
INV VERT (E) 8" PVC=784.65
RIM=787.60
INL 7070
INV W 24" RCP=782.37
BLIND CONNECT
INV S 12" RCP=782.49
INV E 12" RCP=783.98
RIM=787.83
CB 7038
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=781.43
INV VERT (W) 8" PVC=781.43
RIM=788.21
INL 7027
VERT PIPES TO E/W TOP OF PIPE
INV VERT (E) 8" PVC=782.16
INV VERT (W) 8" PVC=782.16
RIM=788.28
INL 7037INV S 6" VCP=787.38
RIM=788.88
CB BH 6984
ETA
FCP
MJM
J
APPROXIMATE R.O.W. LINE
APPROXIMATE R.O.W. LINE
0363 KANE
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE
BO
OK
NO.
PL
AN
ALIG
NM
EN
T
CH
EC
KE
D
RT.
OF
WA
Y
CH
EC
KE
D
CA
DD
FIL
E
NA
ME
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES
CH
EC
KE
D
B.M.
NO
TE
D
ST
RU
CT
UR
E
NO
TA
T'N
S
CH'K
D
BY
DA
TE
NO
TE
BO
OK
NO.
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
FILE NAME mbojovic=USER NAME
50'=PLOT SCALE
3/19/2014=PLOT DATE
N:\kanecounty\110594\CADD_Sheets\110594_PRDRN-sht-planprf-6.dgn
= DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-Default
DIVISION OF TRANSPORTATION
KANE COUNTY 6
EXHIBIT 5
KEY MAP
FABYAN PARKWAY
KIR
K
RO
AD
PRELIMINARY: SUBJECT TO REVISION
AND STATIONINGREFERENCE LINE/CENTERLINE
RIGHT OF WAY LINESWALE
DITCH
TO OUTLET/SUB-DIVIDEINTERPRETED DRAINAGE AREA
BOUNDARY LINES/SYMBOLS EXISTING
LEGEND:
FLOODWAY BOUNDARY
430+00
SUMMIT
100 YEAR FLOODPLAIN BOUNDARY
PROPOSED
430+00
2 X 2 BOX
SWALE
DITCH
CHANNEL BRIDGE NO.
BRIDGE LOCATION -
2 X 2 BOX
OUTLET
CATCH BASIN
INLET
SANITARY SEWER
MANHOLE
STORM SEWER
DITCH CHECK
FLARED END SECTION
HEADWALL
EXISTING PROPOSED
SUMMITDRAINAGE
TYPECULVERT SIZE -
EXISTING PROPOSED EXISTING PROPOSED
REMOVAL ITEM
240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
789.2
4
789.0
6
788.8
4
788.7
0
788.5
9
788.4
2
788.2
5
788.1
9
788.1
9
788.0
1
787.7
8
787.6
1
787.4
8
787.3
0
787.1
5
786.9
7
786.8
0
786.6
8
786.6
3
786.7
2
786.9
5
789.4
6
789.2
8
789.1
0
788.9
2
788.7
4
788.5
7
788.3
9
788.2
1
788.0
3
Job # 11-0594
Kirk Road and Fabyan Parkway, Kane County, lL
Existing Hydrologic P
Outlet/Subarea
lD1
w-1
arameters
NW-1
Area
NW-2A
lacres)
NW-28
Existing
lmperviousArea
6.31
NW-3
3.35
NW-4
3.66
sE-13
sl-z,g,42
6.63
(acres)
7.68
2.23
sE-53
4.99
sE-6&72
0.34
0.84
1.47
E-1
2.98
0.00
See HEC-HMS Basin Model: Existing
1)There are 4 main outlets - West (W), Northwest (NW),
Southeast (SE), and East (E)
2) Flows combine outside ROW
3) Flow kept separate to study wetland hydrology
4) Flow kept separate since will not be tributary to proposed
basin (willjoin downstream of basin)
CN
E-2
0.24
o.73
82
0.53
0.33
Lae Time
79
0.25
0.7L
85
(min)
1.98
r.72
94
9.4
0.24
79
L4
0.33
77
LL,2
0.25
94
18
0.87
88
L4.8
10.1
98
98
6
98
15.8
86
6
6
6
LL.9
N :\ka neco unty\1 10594\Dra in\Spreadsheets\H& H Sum ma ry.xlsx
Job # 11-0594
Kirk Road and Fabyan Parkway, Kane County, lL
Required Detention Based on lncreased lmpervious Area
Proposed OutletID
Ponds in HEC-HMS)in HEC
Proposed
lmperv¡ous Area
lncreasel
W
NW
See HEC-HMS Basin Model: Detention1) lncludes undetained proposed impevious areas such as sidewalks sloping away from roadways
SE
E
lacresl
Existing
lmpervious Area
Removal
1.04
7.4tt.970.3
facresì
0.08
008
Net lncrease
lmoervious
0
0
lacrecì
0.96
1.33
Allowable
Release Rate
1.97
0.3
{cfsl
0. 10
0. 13
0.20
Las Time
0.03
fminl
Required
Detention fromHEC-HMS
9.4
14.8
2t.211.2
facre-teetl
Required
Retention Based
on 3f4" Rainfall
0.45
0.65
0 95
0.14
(acre-teetl
0.06
0.08
o.t20.02
N:\kanecounty\110594\Drain\Spreadsheets\H&H Summary.xlsx
Job # 11-0594
Kirk Road and Fabyan Parkway, Kane County, IL
Proposed Hydrologic Parameters
Area
Proposed
Impervious
Area Lag Time1
(acres) (acres) (min)
1A 0.47 0.47 98 6.0
1B 2.49 2.49 98 6.0
1C 1.47 0.03 74 6.0
1D 2.14 0.14 76 6.0
1A 0.44 0.44 98 6.0
1B 2.65 0.00 77 14.0
2A 2.39 2.39 98 6.0
2B 6.63 N/A 94 18.0
2C 4.45 0.22 78 6.0
3A 0.47 0.47 98 6.0
3B 4.55 0.00 77 14.8
4A 0.33 0.33 98 6.0
4B 4.41 0.00 74 10.1
1A 0.15 0.15 98 6.0
1B 0.87 0.87 98 6.0
1C 0.78 0.78 98 6.0
1D 2.2 1.40 89 21.2
4 0.43 0.43 98 6.0
5 0.37 0.37 98 6.0
6 0.58 0.58 98 6.8
1 0.4 0.40 98 6.0
2 1.98 1.00 88 11.2
1) CN and TC spreadsheets not used for areas with 100% impervious. Used
CN = 98 and minimum Lag Time = 6 minutes
See HEC-HMS Basin Model: Proposed
SE
E
Proposed
Outlet ID CN1
Subarea
W
NW
N:\kanecounty\110594\Drain\Spreadsheets\H&H Summary.xlsx
Job # 11-0594
Kirk Road and Fabyan Parkway, Kane County, IL
Comparison of Existing and Proposed Flow Rates
Flow Rate Duration
(cfs) (hour) (cfs) (cfs)
W 19.5 1 17.5 -2.0
NW 49.1 1 33.9 -15.2
SE 15.3 1 11.4 -3.9
E 8.0 1 7.6 -0.4
Proposed 1-
hour Duration
Flow Rate
Existing Critical Storm Event
DifferenceProposed
Outlet ID
N:\kanecounty\110594\Drain\Spreadsheets\H&H Summary.xlsx
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
Time of Concentration (T") or Travel Time (T,)
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TOpr
Present /
Tc through
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡osylpro'5 so4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fus)
Tr=L/3600V (hr)
By:
Checked:
Segment lD
@subarea
(ft)
(in)
(fuft)(hr)
ETA
navecl
0.011
SUBAREA 1 (Outlet W for Detention)
100
Date: 817120'13
3.04
CHANNEL FLOW
Date:
0.01
0. 03
Cross-sectional flow area, a
Wetted perímeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.49 ro'uut so u¡ / n
Flow length, L
Tr=L/3600V
+
I
navcr|
150
0.003
1. 1',!
0.04
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fus)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: Tcpr.xlsxDate Prinled: s12612013
+
=fEn..
ss
+ +
2,00
1400
0.19 +
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
Present /
Tc through
Time of Concentration (T") or Travel Time (T,)
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (o,oo7(nL¡o8y1p.o'5 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
@subarea
ETA
(ft)
(¡n)
(fuft)(hr)
I
unn
o)a100
SUBAREA NW-18
?o¿
Date:
CHANNEL FLOW
Date:
0.01
0.32
8t5120'13
Cross-sectional flow atea, a
Wetted perimeter, Pw
Hydraulic radius, r = a/Pw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 ro'uut so'5¡ / nFlow length, L
Tt=L/3600V
+
il
unp.
330
0.01
1.61
0.06
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or Tg
Lag Time for HEG-HMS (use 6 minute minimum)
ETAF¡le: TCpr.xlsxDate Printed: 912612013
+
S. S.
+ +
)oo100
0.01
=Ent
+
= l--îãõ]n'.I-l= | r¿.0 lmin
Project:
Location:
File:
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T") or Travel Time (T,)
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
* ASSUME 30 MINUTE TC, AND 18 MINUTE LAG TIME FOR PRIVATE DEVELOPMENT TRIBUTARY TO DETENTION 'SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (o.oo7(nL¡o 8¡/1pro 5
so'4¡
Present / 6""õ (Private devetopment and detention basin)
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Tc through subarea
Segment lD
(ft)
(in)
(fuft)(hr)
I
navecl
0.011
SUBAREA NW-28
3.
Date: 81612013
CHANNEL FLOW
04
Date:
0.01
0 00
Cross-sectional flow arca, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 10'667 so 5) / n
Flow length, LTr=L/3600V
+
oaved
0.01
2 03
0.00
Segment lD
(ft')
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCpr.xlsxOate Printed: 912612013
+
S.S.
+ +
2.00
+ = l-lnrhr
min
Project:
Location:
File:
Fabyan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T.) or Travel Time (T1)
N :\kanecountv\1 1 0594\Drain\Soreadsheets\[TCpr
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100)
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡08¡/1pro5 so'a¡
Present r@Tc through subarea
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (ft/s)TI=L/3600V (hr)
By:
Checked:
Segment lD
(ft)
(in)
(fuft)(hr)
u nD.
0.24
100
SUBAREA NW-38 (Outlet NW Detention)
3.04
Date: 81612013
Date:
CHANNEL FLOW
0.01
0.32
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 ro'uut so u¡ / n
Flow length, L
Tr=L/3600V
+
il
unp.
630
0.02
2 28
0.
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T1
Lag Time for HEG-HMS (use 6 minute minimum)
ETAFile: TCpr.xlsxDate Prinled: 912612013
08 +
S.S.
+
2.00
+
90
0 01
= l-õ.õã-lnr
+
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
Present /
Tc through
Time of Concentration (T.) or Travel Time (T,)
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡o'8¡/1Pro'5 so'4¡
SHALLOW CONCENTRATED FLOW
By:
Checked:
Segment lD
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
@subarea
ETA
(ft)
(in)
(fuft)
(hr)
I
unp.
0.24
100
SUBAREA NW-48
3.04
Date: 81612013
CHANNEL FLOW
Date:
0.03
0.21
Cross-sectional flow arca, a
Wetted perimeter, Pw
Hydraulic radius, r -- alPw
Channel slope, s
Manning's roughness coeff., ny = (1.4g t.o'ooz .0 5) / n
Flow length, L
Tt=L/3600V
+
I
uno.
600
0.03
2.79
0.06
Segment lD
(ft1
(ft)
(ft)
(fr/ft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCpr.xlsxDate Pfinted: 912612013
+
=f]ï4ln'
S.S.
+
2.00
+
90
0.01
=Ent
+ = l-õlõilnrhr
mtn
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv, lL
Time of Concentration (T") or Travel Time (T¡)
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
Present /
Tc through
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡08¡/1Pro'5 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
Tt = L/ 3600 V (h0
By:
Checked:
Segment lD
@subarea
(ft)
(in)
(fuft)(hr)
ilnn
o)^100
SUBAREA SE-1D (Outlet SE Detention)
3.04
Date: 81612013
CHANNEL FLOW
Date:
0.01
0.32
Cross-sectional flow atea, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.49 ro'uut sou¡ / n
Flow length, L
Tt=L/3600V
+
I
uno.
470
0.006
1.25
0.10
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or Tt
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFlle: Tcpr.xlsxDats Prinled: 912612013
+
S.S.
+ +
)oo1240
0,'17
= l-õ.iõlnr
+ = l-õFlnr
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TOpr
Present /
Tc through
Time of Concentration (T.) or Travel Time (T¡)
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, s
T, = (0.007(nL¡o'8¡/1Pro5 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fus)
TI=L/3600V (hr)
By:
Checked:
Segment lD
@subarea
(ft)
(in)
(fvft)(hr)
I
naved
0.011
100
SUBAREA SE-4
?04
Date:
Date:
CHANNEL FLOW
0 01
0.03
8t6t2013
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., ny = (1.49 rouut sou¡ / n
Flow length, L
Tt=L/3600V
+
il
oaved
240
0.003
1.11
0
Segment lD
(ft')
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T1
Lag Time for HEC-HMS (use 6 minute minimum)
ETAF¡le: TCpr.xlsxDate Printed: 9126120'13
06 +
ò. S.
+ +
2. 00
+
hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane Countv. lL
Time of Concentration (T.) or Travel Time (T,)
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
Present /
Tc through
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡08¡/1P.05 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
@subarea
(ft)
(in)
(fuft)(hr)
ETA
navad
0.011
100
SUBAREA SE-6
?04
Date:
CHANNEL FLOW
Date:
0.01
0 03
8t5t2013
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = a/Pw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 rouut sou¡ / n
Flow length, L
Tt=L/3600V
+
il
naved
230
0.003
1.1',!
0.06
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCpr.xlsxoate Printed: s12612013
+
S.S.
+ +
2.00
7300.10
= l-õ.õõ-ln.
+
_hr
= min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane Countv, lL
Time of Concentration (T.) or Travel Time (T,)
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TCpr
Present /
Tc through
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡o'8y1Pros so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fuft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
@subarea
(ft)
(in)
(fuft)(hr)
ETA
ilnô
o)4100
SUBAREA E-21 Overall Outlet E
304
Date: 81512013
CHANNEL FLOW
Date:
0 04
0.18
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.49 ro'uut sou¡ / n
Flow length, L
Tr=L/3600V
+
il
unp.
1 '100
0.02
2 28
0
Segment lD
(ft')
(ft)
(ft)
(fvft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T¡
Lag Time for HEC-HMS (use 6 minute minimum)
ETAF¡le: TCpr.xlsxDate Printed: 912612013
13 +
= l-õìã-ln'.
S. Þ.
+ +
2.00
= l-õãlnr
+ =En'hr
min
By: ETA Date:
Checked: Dtl< Date:
Product
ofCurve Number
and Area
SUBAREA W-1CDescription:
Geneva, Kane County, lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[CNj
Present @
Curve Number
Fabvan Parkwav and Kirk Road
d(
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
Use CN =
74.49CN (weighted) = =
ETAFile: CNpLxlsx0âto Printed: 111412013
Project:
Location:
File:
Circle One:
Fabvan Parkway and Kirk Road
Geneva, Kane County, lL
N :\kanecountv\1 1 0594\Drain\Spreadsheets\f CNI
SoilNameand
Hydrologic
Group
Present @
(d
By:
Checked:
Description:
ETA
SUBAREA W-1D
Curve Number
Date:
Date:
CN (weighted) =totalproduct
totel area
Product
ofCurve Number
and Area
161.72
2.14
ETAFile: CNpr xlsxOâtePrinted: 9126f2O13
75.57
Use CN =
Date:
5t3t2013ETA
Product
ofCurve Number
and Area
SUBAREA NW.1B
By:
Checked:
Description:
Geneva, Kane County, lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[C Nt
Presenr -rffi\\_-7
Curve Number
Fabvan Parkwav and Kirk Road
d
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
Use CN =
76.989CN (weighted) = =
ETAFile: CNpr.xlsxDetoPrint€d: 9126120'13
Date:
5t3t2013ETA
Product
ofCurve Number
and Area
SUBAREA NW-28
By:
Checked:
Description:
Geneva, Kane County, lL
N :\kanecountv\1 1 0594\Drain\Spreadsheets\lCNt
@ Devetoped
Curve Number
Fabvan Parkwav and Kirk Road
d
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
Use CN =
94.452CN (weighted) = =
ETAF¡le: CNpr.xlsxOatePrinted: 912612013
Date:
Date:
ETA
Product
ofCurve Number
and Area
SUBAREA NW-2C
By:
Checked:
Area
lï1"",",
[_l'q.'
!ø
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
Description:
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[C Nl
Present @
Curve Number
(d
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
Use CN =
78.031CN (weighted) = =
ETAFile: CNpr.xlsxDate Printsd: 912612013
Project:
Location:
File:
Circle One:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv, lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\lC Nt
Present @
SoilNameand
Hydrologic
Group
(d
By:
Checked:
Description:
ETA
SUBAREA NW-38
Curve Number
Date:
Date:
CN (weighted) = =
Product
ofCurve Number
and Area
ETAF¡lê: CNpr xlsxDate Printed: 912612013
76.993
Totals =
Use CN =
ETA
Product
ofCurve Number
and Area
SUBAREA NW-48
By:
Checked:
Description:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\lCNl
Presenr @
Curve Number
(d
Project:
Location:
File:
Circle One:
SoilNameand
Hydrologic
Group
Use CN =
74CN (weighted) = =
ETAFils: CNpr xlsxDatê Print€d: 912612013
Date:
Date:
ETA
Product
ofCurve Number
and Area
SUBAREA E-2
By:
Checked:
Area
lTì"",",
sq. m.
o/o
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
Description:
trT
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[CNl
Present @
Curve NumberCover Description
cover type, treatment, arhydrologic condition;
percent impervious;
unconnected/connected
imoervious area ratio)
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
Use CN =
87.606173.46
1.98
total product
total areaCN (weighted) =
ETAFile: CNpr xlsxDâtsPrintôd: 9126120'13
INTERPOLATION SPREADSHEET FOR POND SIZING OF A SQUARE OR RECTANGULAR SHAPE
FOR INPUT INTO A TR-20 OR HEC-1 MODEL (THE MODEL RUN WILL VERIFY IF STORAGE IS
SUFFICIENT; IF NOT, ITERATE)
Pond W Pond SE
Step 1: Put in invert elevation. NWL/Orifice Invert = 0 0
Step 2: Put in design HWL. Design HWL = 4 4
Step 3: Put in release rate. Release Rate @ HWL = (cfs) 0.10 0.20
Step 4: Put in orifice discharge coefficient. Orifice coefficient C = 0.6 0.6
Step 5: Put in ASSUMED required volume and known side slope. Trial Storage Volume @ HiPt. (ac-feet) 0.45 0.95
NOTE: Put in the side slope Side Slope (S Horizontal :1 V) 3 3
A square detention area is sized with width=length @ NWL Computed Width=Length @ NWL (feet) 57 89
NOTE: Assume a width for the detention area. Assume a Width @ NWL (feet) 70 60
Then the length is computed as: Then Length @ NWL = (feet) 46 130
The next 2 rows compute a rectangular shaped detention area for the Area of Rectangle @ HWL (acres) 0.15 0.30
specified volume (instead of a square shape) assuming a width. Area of Rectangle @ HWL+1ft (acres) 0.17 0.33
NOTE: Three iteration trials are needed to compute the orifice diameter (circular) to account for head being to the centroid of orifice.
Check for proper convergence of Diameter of Orifice. In general, three trials are sufficient.
Check to see if Diameter << Head, if not will need to hand calculate Q for that Head.
NOTE: All values below are automatically computed, other than having to adjust the rows to fit the bounce.
POND W POND SE
Trial 1: Area of Orifice A1= 0.0104 sq.ft. A1= 0.0208 sq.ft.
Diameter of Orifice D1= 0.1150 ft D1= 0.1626 ft
Trial 2: Area of Orifice A2= 0.0105 sq.ft. A2= 0.0210 sq.ft.
Diameter of Orifice D2= 0.1154 ft D2= 0.1635 ft
Trial 3: Area of Orifice A3= 0.0105 sq.ft. A3= 0.0210 sq.ft.
Diameter of Orifice D3= 0.1154 ft D3= 0.1635 ft
Z=C*A*SQRT(2*g) Z= 0.0504 Z= 0.1010
Q=Z*SQRT(H) H Q S H Q S
H=Set by user 0 0.00 0.00 0 0.00 0.00
S=Computed 1 0.05 0.08 1 0.10 0.19
2 0.07 0.18 2 0.14 0.41
3 0.09 0.30 3 0.17 0.66
4 0.10 0.45 4 0.20 0.95
5 0.11 0.62 5 0.22 1.27
6 0.12 0.82 6 0.25 1.63
7 0.13 1.05 7 0.27 2.03
8 0.14 1.31 8 0.28 2.48
9 0.15 1.61 9 0.30 2.97
10 0.16 1.95 10 0.32 3.51
ELG: d:\excel\Pond+Restrictor Sizing 031414.xls
3/18/2014
1 of 1
INTERPOLATION SPREADSHEET FOR POND SIZING OF A SQUARE OR RECTANGULAR SHAPE
FOR INPUT INTO A TR-20 OR HEC-1 MODEL (THE MODEL RUN WILL VERIFY IF STORAGE IS
SUFFICIENT; IF NOT, ITERATE)
Pond E Pond NW
Step 1: Put in invert elevation. NWL/Orifice Invert = 0 0
Step 2: Put in design HWL. Design HWL = 2 3.5
Step 3: Put in release rate. Release Rate @ HWL = (cfs) 0.03 0.13
Step 4: Put in orifice discharge coefficient. Orifice coefficient C = 0.6 0.6
Step 5: Put in ASSUMED required volume and known side slope. Trial Storage Volume @ HiPt. (ac-feet) 0.14 0.65
NOTE: Put in the side slope Side Slope (S Horizontal :1 V) 3 3
A square detention area is sized with width=length @ NWL Computed Width=Length @ NWL (feet) 49 79
NOTE: Assume a width for the detention area. Assume a Width @ NWL (feet) 300 30
Then the length is computed as: Then Length @ NWL = (feet) 4 187
The next 2 rows compute a rectangular shaped detention area for the Area of Rectangle @ HWL (acres) 0.11 0.24
specified volume (instead of a square shape) assuming a width. Area of Rectangle @ HWL+1ft (acres) 0.16 0.28
NOTE: Three iteration trials are needed to compute the orifice diameter (circular) to account for head being to the centroid of orifice.
Check for proper convergence of Diameter of Orifice. In general, three trials are sufficient.
Check to see if Diameter << Head, if not will need to hand calculate Q for that Head.
NOTE: All values below are automatically computed, other than having to adjust the rows to fit the bounce.
POND E Pond NW
Trial 1: Area of Orifice A1= 0.0044 sq.ft. A1= 0.0144 sq.ft.
Diameter of Orifice D1= 0.0749 ft D1= 0.1356 ft
Trial 2: Area of Orifice A2= 0.0044 sq.ft. A2= 0.0146 sq.ft.
Diameter of Orifice D2= 0.0753 ft D2= 0.1362 ft
Trial 3: Area of Orifice A3= 0.0044 sq.ft. A3= 0.0146 sq.ft.
Diameter of Orifice D3= 0.0753 ft D3= 0.1362 ft
Z=C*A*SQRT(2*g) Z= 0.0214 Z= 0.0702
Q=Z*SQRT(H) H Q S H Q S
H=Set by user 0 0.00 0.00 0 0.00 0.00
S=Computed 1 0.02 0.05 1 0.07 0.14
2 0.03 0.14 2 0.10 0.32
3 0.04 0.28 3 0.12 0.53
4 0.04 0.47 3.5 0.13 0.65
5 0.05 0.71 4.5 0.15 0.92
6 0.05 1.00 5.5 0.16 1.23
7 0.06 1.35 6.5 0.18 1.58
8 0.06 1.76 7.5 0.19 1.98
9 0.06 2.23 8.5 0.20 2.42
10 0.07 2.77 9.5 0.22 2.92
ELG: d:\excel\Pond+Restrictor Sizing 031414.xls
3/18/2014
1 of 1
Fabyan Parkway and Kirk Road
Kane County, Illinois
Job # 11-0594
Detention Storage Volume
Basin *Provided Vol (CY) Provided Vol. (Ac-Ft) Required Vol. (Ac-Ft)
W 1203.62 0.75 0.45
NW 1254.11 0.78 0.65
SE 1643.08 1.02 0.95
* Volumes calculated using GeoPak Software
Fabyan Parkway BMP Swale E -Provided Storage Volume
BY: MB
STA. DIST *AREA VOLUME
90+33 0
Average Volume 66.5 28 1862
91+00 56
91+00 0
Average Volume 80 28 2240
91+80 56
91+80 0
Average Volume 156 28 4368
93+30 56
Total Storage Volume (CF) 10,164.00
Total Provided Storage Volume (ac-ft) 0.23
Total Required Storage Volume (ac-ft) 0.14
* Areas calculated from cross-sections using 2 ' HWL from Microstation
Ditch Check at Sta 91+80 (Top at 779.00)
Ditch Check at Sta 93+30 (Top at 777.00)
3/17/2014
BMP Swale with Ditch Checks at 2' HWL
Ditch Check at Sta 91+00 (Top at 781.00)
3/18/2014 N:\kanecounty\110594\Drain\Spreadsheets\BMP Swale E Storage Calc.xlsx
Kirk Road and Fabyan Parkway Land Type C
Hydraflow Input Parameters Impervious 0.9
CBBEL Job #110594 Pervious 0.3
Revised 3/17/14
* Use minimum Tc = 10 min.
North System
Drainage
Area Impervious Area
Runoff
Coefficient Tc*
(ac) (ac) C (min)
236+51LT 0 0 --- 10
235+98LT 0.53 0.53 0.90 10
233+34LT 0.55 0.55 0.90 10
233+34RT 0.56 0.56 0.90 10
76+24 0.62 0.48 0.76 10
79+00 0.45 0.35 0.77 10
80+42 0.19 0.04 0.43 10
South System
Drainage
Area Impervious Area
Runoff
Coefficient Tc*
(ac) (ac) C (min)
220+00 0.28 0.28 0.90 10
222+00 0.37 0.37 0.90 10
224+00 0.5 0.5 0.90 10
226+00 0.32 0.32 0.90 10
228+00 0.46 0.46 0.90 10
231+00 0.42 0.42 0.90 10
231+00a 1.43 0.62 0.56 25 (a)
231+50 0.35 0.35 0.90 10
West System
Drainage
Area Impervious Area
Runoff
Coefficient Tc*
(ac) (ac) C (min)
59+00 0.56 0.56 0.90 10
62+00 0.58 0.58 0.90 10
64+00 0.56 0.56 0.90 10
67+00 0.9 0.9 0.90 10
Line ID
Line ID
(a) from detention time of concentration calculations, Subarea SE-1 sheet flow +
shallow concentrated flow
Line ID
Date:
Date: 51312013ETA
SUBAREA W-1
Product
ofCurve Number
and Area
Runoff Curve Number
By:
Checked
Fabyan Parkway and Kirk Road
Geneva, Kane County, lL
Description:
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Curve Number
d
Project:
Location:
File:
Circle One:
Totals =
Soil Name
and
Hydrologic
Group
\ooendix A
Use CN =
82.482CN (weighted) = =
ETAFile: CNex xlsxoate Printed: 9l1Ol2O13
Date:
Date: 51312013ETA
Product
ofCurve Number
and Area
Runoff Curve Number
SUBAREA NW-1
By:
Checked:
Description:
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Curve Number
Fabyan Parkway and Kirk Road
Geneva, Kane Countv. lL
d
Project:
Location:
File:
Circle One:
Totals =
Soil Name
and
Hydrologic
Group
Use CN =
79.122CN (weighted) = =
ETAFile: CNex xlsxDat6 Printsd: 9l1Ol2O13
Date: 51312013ETA
QJK
SUBAREA NW-24
Product
ofCurve Number
and Area
Runoff Curve Number
By:
Checked:
Area
1T1"",",
l_l'0.'n
Zr"
Description:
N:\kanecountv\1 1 0594\Drain\Spreadsheets\lH&l
@ Devetoped
Curve Number
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
(d
Project:
Location:
File:
Circle One:
SoilNameand
Hydrologic
Group
\poendix r'
Use CN =
85.1 31CN (weighted)= =
ETAF¡le: CNex xlsxDats Printed: 911012013
Date: 51312013
Date:
ETA
Product
ofCurve Number
and Area
Runoff Curve Number
SUBAREA NW-28
By:
Checked:
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
Description:
N :\kanecountv\1 1 0594\Drain\Spreadsheets\[H&l
@ Deveroped
Curve Number
d
Project:
Location:
File:
Circle One:
Totals =
SoilName
and
Hydrologic
Group
\ooendix F
Use CN =
94.452CN (weighted) -- =
ÊTAFil€: CN€x xlsxDate Printêd: 911012013
Project:
Location:
File:
Circle One:
Fabyan Parkwav and Kirk Road
Geneva, Kane Countv, lL
N :\kanecountv\1 1 0594\Drain\Soreadsheets\tH&l
@ Devetoped
SoilNameand
Hydrologic
Group
Runoff Curve Number
(
By:
Checked:
Description: SUBAREA NW-3
ETA
Curve Number
Date: 51312013
Date:
CN (weighted) = =
Product
ofCurve Number
and Area
ETAFile: CNex xlsxDåte Prinlod: 9l'1U2013
78.992
Use CN =
Date:
Date: 51312013ETA
SUBAREA NW4
Product
ofCurve Number
and Area
By:
Checked:
Area
1T1"",",
sq mr.
o/o
Description:
EE
Geneva, Kane County, lL
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Curve Number
Fabvan Parkwav and Kirk Road
d
Project:
Location:
File:
Circle One:
Totals =
Soil Name
and
Hydrologic
Group
Use CN =
76.549CN (weighted) = =
EfAFile: CNex xlsxDate Printed: 911012013
Project:
Location:
File:
Circle One:
Fabvan Parkway and Kirk Road
Geneva, Kane Countv, lL
N :\ka necou nty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Soil Name
and
Hydrologic
Group
Ilunoff Curve Number
d
By:
Checked:
Description:
ETA
SUBAREA SE-1
Curve Number
Date:
CN (weighted) = =
5t3t2013
Product
ofCurve Number
and Area
ETAFile; CNex xlsxOat6 Printed: 911Ol20'13
94.286
Use CN =
Date:
Date: 51312013ETA
Product
ofCurve Number
and Area
Runoff Curve Number
By:
Checked:
Area
[T1"",",
sq. mi.
o/o
Description:
TE
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Curve Number
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
d
Project:
Location:
File:
Circle One:
Totals =
SoilName
and
Hydrologic
Group
Use CN =
87.852261.8
2.98
total product
total areaCN (weighted) =
ETAFil€: CN€x xlsxDels Prinled: 9l1Ol2O13
ETA
SUBAREA SE-s
Product
ofCurve Number
and Area
Runoff Curve Nu mber
By:
Checked:
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
Description:
N :\kanecountv\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Curve Number(d
Project:
Location:
File:
Circle One:
Totals =
SoilNameand
Hydrologic
Group
\ooendix F
Use CN =
98CN (weighted) = =
ETAFilê: CNex xlsxData Prinlod: 9110120'13
Project:
Location:
File:
Circle One:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N :\kanecou ntv\1 1 0594\Dra in\Spreadsheets\lC N,
@ Devetoped
SoilNameand
Hydrologic
Group
(
By:
Checked:
Description:
ETA
SUBAREA SE-6&7
Curve Number
Date:
Date:
CN (weighted) = =
5t3t2013
Area
lï"",",l-l'0.'lu"
Product
ofCurve Number
and Area
ETAFils: CNex xlsxoatê Print€d: 9l1Ol2O13
Totals =
98
Use CN =
Project:
Location:
File:
Circle One:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N :\kanecountv\1 1 0594\Drain\Soreadsheets\f H&l
@ Deveroped
SoilNameand
Hydrologic
Group
\ooendix A
( d
By:
Checked:
Description:
ETA
SUBAREA E-1
Curve Number
Date: 51312013
CN (weighted) = =
Area
[T1"",",
l_l'0.'
Ev.
Product
ofCurve Number
and Area
ETAF¡ls: CNex xlsxDate Printed: 911012013
98
Use CN =
Project:
Location:
File:
Circle One:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[H&l
@ Devetoped
Soil Name
and
Hydrologic
Group
(d
By: ETA
Checked:
Description: SUBAREA E-2
Curve Number
Date:
CN (weighted) =
5t3t2013
total product
total area
Product
ofCurve Number
and Area
170.7
1.98
ETAF¡lo: CNex xlsxDate Print€d: 9l1Ol2O'13
86.212
Totals =
Use CN =
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T.) or Travel Time (T,)
N :\kanecountv\1 1 0594\Drain\Spreadsheets\f TCex
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT¡ = (o.oo7(nl¡o8¡/1pro5 so4¡
@Tc through
By:
Checked:
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
Segment lD
Developed
subarea
(ft)
(in)
(fvft)(hr)
ETA
àtr
I
oavecl
0.011
100
SUBAREA W-1
3
Date: 81512013
CHANNEL FLOW
04
0 01
0.03
Cross-sectional flow arca, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y=(i.49r0667so5)/n
Flow length, L
Tt=L/3600V
+
il
oaved
150
0 003
1 11
0.04
Segment lD
(ft')
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFi¡e: TCex.xlsxDate Pr¡nled: Sl1Ol2O13
+
S.S.
+ +
2.00
1400
0.19 +
hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration
N :\kanecountv\1 1 0594\Drain\Soreadsheets\[TCex
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L s 100')
Two-yr 24-hr rainfal, P2
Land slope, sT, = (0.007(nL¡08¡/1Pro5 so'a¡
(T.) or Travel Time (T,)
@DevetopedTc through subarea
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
(ft)
(in)
(fuft)
(hr)
ETA
I
unp.
0 24
100
SUBAREA NW.1
Date: 81512013
Date:
3
CHANNEL FLOW
04
0.01
0 32
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
y = (1.4g rouut sou¡ / n
Flow length, L
Tt = L/ 3600 V
+
il
uno.
330
0.01
1.61
0.06
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCex xlsxDate Printed: 9111120'13
+
S. S.
+ +
)oo100
0.01 + = l-õlõlln'hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T") or Travel Time (T,)
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TCex
@DevelopedTc through subarea
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡o'8y1pro5 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
Tr=L/3600V (hr)
By:
Checked:
Segment lD
ETA
(ft)
(in)
(fuft)
(hr)
I
unD.
0.24
50
SUBAREA NW-24
3.04
Date: 81612013
CHANNEL FLOW
Date:
0.01
0.18
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 rouut sou¡ / nFlow length, L
Tt=L/3600V
+
I
oaved
270
0 007
1. 700.04
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fVs)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCex xlsxDate Printed: 911012013
+
ss
+ +
2 00
630
0.09
=fo-l*
+ =f@*hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane Countv, lL
Time of Concentration
N :\kanecountv\1 1 0594\Drain\Spreadsheets\[TCex
- ASSUME 30 MINUTE TC, AND I8 MINUTE LAG TIME FOR PRIVATE DEVELOPMENT TRIBUTARY TO DETENTION 'SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainÍall, P2
Land slope, sT1 = (o.oo7(nL¡0 8¡/1pro 5
so'4¡
(T.) or Travel Time (T,)
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Tc through subarea SUBAREA NW-28
Segment lD
Developed (Private development and detention basin)
(ft)
(in)
(fuft)(hr)
ETA
oaved
0.011
3.04
Date: 81612013
CHANNEL FLOW
Date:
0 01
0.00
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.4g roô67 sos) / n
Flow length, L
Ït=L/3600V
+
il
oaved
0.01
2 03
0.
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCex.xlsxDâle Printed: 9110120'13
00 +
ù, Þ.
+ +
2 00
+
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T.) or Travel Time (T,)
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TOex
@DeveropedTc through subarea
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT, = (o.oo7(nl¡osylpro's so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Sudace Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fVft)
Average velocity, V (fUs)
T,=L/3600V (hr)
By:
Checked:
Segment lD
(ft)
(in)
(fuft)(hr)
ETA
Dù/<
uno
o24
100
SUBAREA NW-3
30¿
Date: 81612013
CHANNEL FLOW
Date:
0.01
0.32
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.49 10'667 so5) / n
Flow length, L
Tt=L/3600V
+
il
un0.
630
0. 02
2.28
0
Segment lD
(ft')
(ft)
(ft)
(fuft)
(fus)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCex xlsxDate Printed: 911012013
08 +
S.S.
+ +
2.00
90
0 01 +
hr
mtn
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane Countv, lL
Time of Concentration (T.) or Travel Time (T,)
N :\kanecountv\1 1 0594\Drain\Spreadsheets\[TCex
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT¡ = (0.007(nL¡08¡/1pro's soa¡
@DevetopedTc through subarea
By:
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
Checked:
Segment lD
ETA
(ft)
(in)
(fvft)(hr)
I
uno
o2a
100
SUBAREA NW-4
3
Date:
Date:
CHANNEL FLOW
04
0 03
0.21
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.49 10667 so5) / n
Flow length, L
Tt=L/3600V
+
il
unp.
600
0.03
2.79
0
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)
(h0
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAF¡le: TCex xlsxDate Printed: 9l'1012013
06 +
= l-õ7lln'
ù.ù.
+ +
2 00
90
0 01
=Eln'
+
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva, Kane County, lL
Time of Concentration (T") or Travel Time (T,)
N:\kanecounty\1 1 0594\Drain\Spreadsheets\[TCex
@DevetopedTc through subarea
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100)
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡o'8¡/1P.0'5 so4¡
By:
Checked:
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (h0
Segment lD
(ft)
(in)
(fuft)(hr)
ETA
I
naved
0.011
100
SUBAREA SE.1
3.04
Date: 81612013
Date:
CHANNEL FLOW
0.01
0.03
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
y = (1.49 10667 so's) / n
Flow length, L
Tt=L/3600V
+
I
navad
430
0.01
2 03
0
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)
(hr)
Watershed or subarea T" or T,
Lag Time for HEG-HMS (use 6 minute minimum)
ETAFile: TCex.xlsxDale Printed: 911012013
06 +
S.S.
+ +
200150
0.02 + =f]l@n'hr
min
Project:
Location:
File:
Fabyan Parkway and Kirk Road By:
Geneva. Kane Countv. lL Checked:
Time of Concentration (T.) or Travel Time (T,)
N :\kanecountv\1 I 0594\Drain\Soreadsheets\tTCex
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, sT. = (0.007(nL¡08¡i1Pro5 so4¡
@DevetopedTc through subarea
SHALLOW CONCENTRATED FLOW
Segment lD
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
(ft)
(in)
(fuft)(hr)
ETA
unÞ.
0.24
100
SUBAREA SE-2.3.4
3
Date:
CHANNEL FLOW
04
Date:
0 01
0.32
816t2013
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = a/Pw
Channel slope, s
Manning's roughness coeff., n
y = (1.4g 10ô67 so5¡/ n
Flow length, L
Tt=L/3600V
+
il
Unn
470
o 006
I 25
0
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T¡
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: TCox.xlsxDate Printed: 9110120'13
10 +
S. S.
+ +
)oo150
0.02
=f]@*
+ = l-õlõãln'
hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T.) or Travel Time (T,)
N:\kanecountv\1 105
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L <'100')
Two-yr 24-hr rainfall, P2
Land slope, s
T, = (0.007(nL¡o'8¡4pro5 so'4¡
@DevetopedTc through subarea
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
(ft)
(in)
(fuft)(hr)
ETA
I
naved
0.011
100
SUBAREA SE-s
3.04
Date:
Date:
CHANNEL FLOW
0,01
0.03
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulíc radius, r = alPw
Channel slope, s
Manning's roughness coeff., n
y = (1.4g rouut sou) / n
Flow length, L
Tt=L/3600V
+
il
oaved
240
0 01
2.03
Segment lD
(ft1
(ft)
(ft)
(fuft)
0.03
Watershed or subarea T" or T1
Lag Time for HEG-HMS (use 6 minute minimum)
ETAFile: Tcex.xlsxDate Pfinted: 9l'1012013
+
= l-õïãlnr
S. S.
(fUs)
(ft)
(hr)
+
2.00
+
+
hr
min
Project:
Location:
File:
Fabvan Parkwav and Kirk Road
Geneva. Kane Countv. lL
Time of Concentration (T") or Travel Time (T,)
N :\kanecounty\1 1 0594\Drain\Spreadsheets\[TCex
@DeveropedTc through subarea
SHEET FLOW
Surface Descríption (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100)
Two-yr 24-hr rainfall, P2
Land slope, sT, = (0.007(nL¡o'8y1pro'5 so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (ftlft)
Average velocity, V (fUs)
Tr=L/3600V (hr)
By:
Checked:
Segment lD
ETA
(ft)
(in)
(fuft)(hr)
oaved
0.011
100
SUBAREA SE-6&7
3
Date:
CHANNEL FLOW
04
Date:
0 01
0.03
81512013
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = alPw
Channelslope, s
Manning's roughness coeff., n
! = (1.49 r0667 so5) / n
Flow length, L
Tt=L/3600V
+
ll
oaved
230
0.01
2.03
0.03
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
Watershed or subarea T" or T,
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFile: Tcex.xlsxDâts Printed: 9110l2o'13
+
S.S.
+ +
2.00
+
hr
mrn
Project:
Location:
File:
Fabyan Parkway and Kirk Road
Geneva, Kane Countv. lL
Time of Concentration (T") or Travel Time (T,)
N : \kanecounty\1 1 0594\Drain\Spreadsheets\lTOex
@DevelopedTc through subarea
SHEET FLOW
Surface Description (table 3-1)
Manníng's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, s
T, = (o.oo7(nL¡o'8y1pros so'4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
Tr=L/3600V (hr)
By:
Checked:
Segment lD
ETA
(ft)
(¡n)
(fuft)(hr)
oaved
0.011
100
SUBAREA E-1
3
Date: 81512013
CHANNEL FLOW
04
Date:
0.01
0.03
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = a/Pw
Channelslope, s
Manning's roughness coeff., n
y = 11.49 rouut so'u¡ / n
Flow length, LTr=L/3600V
+
il
oaved
320
0.01
2.03
Segment lD
(ft2)
(ft)
(ft)
(fuft)
0.04
Watershed or subarea T" or T,
Lag Time for HEG-HMS (use 6 minute minimum)
ETAF¡le: TCex.xlsxDats Printed: 911012013
+
=fEn'
S. S.
(fus)
(ft)
(hr)
+
2.00
+ = [-õI7]nr
+
hr
min
Project:
Location:
File:
Fabyan Parkway and Kirk Road
Geneva. Kane Countv. lL
N:\kanecounty\1 1 0594\Drain\Spreadsheets\FCex
@DevelopedTc through subarea
Time of Concentration (T.) or Travel Time (T,)
SHEET FLOW
Surface Description (table 3-1)
Manning's roughness coeff., n
Flow Length, L (total L < 100')
Two-yr 24-hr rainfall, P2
Land slope, s
I = (o.oo7(nL¡osy1pro5 so4¡
SHALLOW CONCENTRATED FLOW
Segment lD
Surface Description (paved or unpaved)
Flow Length, L (ft)
Watercourse slope, s (fUft)
Average velocity, V (fUs)
TI=L/3600V (hr)
By:
Checked:
Segment lD
ETA
(ft)
(in)
(fuft)(hr)
llnr¡
0.24
100
SUBAREA E-2
3.04
Date: 81512013
CHANNEL FLOW
Date:
0.04
0.18
Cross-sectional flow area, a
Wetted perimeter, Pw
Hydraulic radius, r = a/Pw
Channel slope, s
Manning's roughness coeff., n
y = (1.4g ro'uô7 so 5¡ / n
Flow length, L
Tr=L/3600V
+
I
unp.
1200
0.02
2.28
Segment lD
(ft1
(ft)
(ft)
(fuft)
(fUs)
(ft)(hr)
0.15
Watershed or subarea T" or T1
Lag Time for HEC-HMS (use 6 minute minimum)
ETAFilo: TCex.xlsxDate Printed: 9l1Ol2O13
+
= lTõ.iã:lnr
S. S.
+
2.00
+ =lïliãln'
+
hr
min