HomeMy WebLinkAboutC401 Cul-De-Sac DetailLEGEND
= EXISTING STORM SEWER LINE
= SWALE
= EXISTING SANITARY SEWER LINE
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= SANITARY SEWER MANHOLE
= STORM MANHOLE
= STORM INLET
= SOLID WALL UNDERDRAIN
SSD = SUBSURFACE DRAIN
U.E.
TOC
INV.
RCP
M.H.
STR.
D.&U.E.
M.E.
PROP.
TYP.
R.
EX.
S.S.E.
= TOP OF CASTING
= INVERT
= REINFORCED CONCRETE PIPE
= MANHOLE
= STRUCTURE
= DRAINAGE AND UTILITY EASEMENT
= UTILITY EASEMENT
= SANITARY SEWER EASEMENT
= MATCH EXISTING GRADE
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= VARIABLE WIDTHV.W.
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
CL = CENTERLINE
PVC = POLYVINYL CHLORIDE PIPE
B-B = BACK TO BACK (CURB)
= SUBSURFACE DRAIN AND SUMP LINE
= EXISTING SUBSURFACE DRAIN
W
W W W
W
W
W
W
W
77
SANNER COURT
(PRIVATE STREET)
Know what's below.
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W
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CUL-DE-SAC DETAIL
SANNER COURT C401 Cul-De-Sac DetailC401CUL-DE-SAC DETAILW210497BCHW210497 01-13-2022DASJRV10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2
CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1
LOCATION: C:\Users\hansenb\appdata\local\temp\AcPublish_32036\C401 Cul-De-Sac Detail.dwgLAYOUT: C401DATE/TIME: August 11, 2022 - 7:55amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM
TBM#1
SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE
BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF
SANNER COURT.
ELEV. 841.80 (NAVD 88)
TBM#2
SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF
THE CUL-DA-SAC OF SANNER COURT.
ELEV. 842.89 (NAVD 88)
NOTES
1.STANDARD SPECIFICATIONS BY THE LOCAL
HIGHWAY DEPARTMENT, LATEST EDITION,
SHALL APPLY TO THIS PROJECT FOR ALL
STREET IMPROVEMENTS.
2.ALL STREETS TO BE 26' IN WIDTH
(MEASURED FROM B-B OF CURB) UNLESS
OTHERWISE NOTED.
3.INGRESS & EGRESS EASEMENT TO BE 50'
IN WIDTH.
4.TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL AND STATE
STANDARDS.
5.ALL CONSTRUCTION ACTIVITY ON THIS
SITE TO BE PERFORMED IN COMPLIANCE
WITH APPLICABLE O.S.H.A. STANDARDS
FOR WORKER SAFETY.
6.IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL
UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
7.SEE SECONDARY PLAT FOR STREET
CENTERLINE GEOMETRY, EASEMENT
LOCATIONS AND DESIGNATIONS.340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71