HomeMy WebLinkAboutC520 Proposed Multi-Use Path - Structure General PlanSJCA5:03:16 PM6/27/2023Model:General PlanH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C520_GenPlan.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET2651OFBefore You Dig.Call Two Full Working Days Per Indiana State Law IC8-1-26,SJCA Inc.P RELIM IN ARY07/30/2021Field Survey:02/28/202302/28/2023Phone: (317) 566-06299102 North Meridian Street, Suite 200, Indianapolis, IN 46260NORTH TRAIL EXTENSIONWHITE RIVER GREENWAYHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION21EN019Line "PR-Trail"14+50 Riprap, Type 1A
over Geotextiles for
Cobbles (30" deep)
Area of Decorative14+00Ditch Width = 0'
Elev. 736.00
Off. 41.97' Lt.
Sta. 14+17.47 "PR-Trail"
Begin Ditch
Ditch Width = 0'
Elev. 731.81
Off. 39.90' Lt.
Sta. 14+42.26 "PR-Trail"
End DitchS75°30'51"ES43°43'48"ETop of Headwall Elev. 752.50 (Typ.)
Top of Ftg. Elev. 729.17 (Typ.)
Flowline Elev. 732.22
OHW Elev. 732.89
Q100 Elev. 750.50
over Geotextile for Riprap, Type 1A
Decorative Cobbles (30" deep)
Low Str. Elev. 750.50
Type 1A (Typ. at Wings)
over Geotextile for Riprap,
Decorative Cobbles (30" deep)
WINGWALL ELEVATION
Not to Scale
Elev. B
Elev. A
Elev. CD
L E1'-0"
Not to Scale
1
1
(Typ. for all Wingwalls)
Structure Backfill, Type 5
SECTION "C-C"
HYDRAULIC DATA
GENERAL NOTES
EXISTING STRUCTURE
the Precast Box Units prior to backfilling.
Waterproof Membrane shall be applied to the sides and top of
shrink grout prior to applying Waterproof Membrane.
The Top Joints of the Precast Box Units shall be filled with non-
appropriate sump depth.
Contractor shall verify the existing flowline elevation to set the
All dimensions are in feet (ft.) except as noted.
No existing structure present.
Flowline Elev.
Prop. Min. Low Str. Elev.
Backwater
Q100 Headwater Elev.
Design Roadway Serviceability Elev.
Q100 Water Surface Elev. (Tailwater)
Q100 Velocity
Q100 Discharge
Drainage Area
732.22 ft.
- ft.
- ft.
- ft.
- ft.
- ft.
- ft./sec.
- cfs
- acres
DESIGN DATA
LOADING
specifications, 9th Edition and all subsequent interims.
Design for HL-93 in accordance with 2020 AASHTO LRFD
SUMMARY OF QUANTITIES
Structure Backfill, Type 5 = X CYS
HAMILTON COUNTY
WHITE RIVER NORTH TRAIL OVER DITCH
15° SKEW LT.
14' SPAN X 21'-4"' RISE X 28' LONG
THREE-SIDED STRUCTURE
PRECAST REINFORCED CONCRETE
NOTES
and Section "B-B".
1. See next sheet for Section "A-A"
C520PROPOSED MUTLI-USE PATH - STRUCTURE GENERAL PLANXX/XX/XXXXAS NOTEDElizabeth Warner DitchFlowPLAN
Scale: 3
16" = 1'-0"
Precast Reinf. Conc. Three-Sided Str.
14'-0" Span x 18'-6" Rise x 28'-0" Long
Sta. 14+35.00 "PR-Trail"
Structure No. 1
24'-0"19'-0"17'-0"23'-0"
(Typ.
)1'
-0"
14'-0" Clear Span28'
-0" Long Pr
ecas
t Rei
nf. Conc. Thr
ee-Si
ded St
r.14'
-0"14'
-0"
40°
40°
40°
30°6'-0"6'-0"4'-0"4'-0"6'-0"6'-0"4'-0"4'-0"12'-0" Trail12'-0" Trail2:1(+44)2:1(+03)2:1(+24)2:1(+66)S88°22'47"E20'-0"R
30'-0"
R
to 3:1
50' Slope Trans.
50' Slope Trans. to 3:1
from 3:1
50' Slope Trans.
from 3:1
50' Slope Trans.27'
-1"28'
-0" Long Pr
ecas
t Rei
nf. Conc. Thr
ee-Si
ded St
r.31'
-9"
"A"
"A"
"B"
"B"
"C"
"C"
WING "A"
WING "B"
WING "C"
WING "D"
END ELEVATION
Scale: 3
16" = 1'-0"
Elev. "A"
Elev. "B"
Elev. "C"
2:1 (Max.)2:1 (Max.)14'-0" Clear Span
21'-4" RisePedestal (Typ.)
Structure/Wingwall
Earth Cover
Ditch Width = 14'-0"
Elev. 732.22
Off. 13.52' Rt.
Sta. 14+38.62 "PR-Trail"
Ditch Width = 14'-0"
Elev. 732.22
Off. 13.52' Lt.
Sta. 14+31.38 "PR-Trail"