HomeMy WebLinkAboutC301 EFRPLEGEND
= 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.
= FLOW DIRECTION
= EXISTING CONTOURS
= PROPOSED ELEVATION
= PROPOSED CONTOURS
= 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
= PAD ELEV
(SEE EACH PAD FOR PAD SIZE)
= 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
= MINIMUM FLOOD PROTECTION GRADEMFPG
= MINIMUM LOWEST ADJACENT GRADEMLAG
= FINISHED FLOOR ELEVATIONFFE
= EXISTING SUBSURFACE DRAIN
SANNER COU
R
T
MILLRIDGE DRIVE
LOT 72
LOT 67
LOT 66
LOT 63
LOT 62
LOT 61
LOT 60 LOT 59
LOT 58
LOT 57
LOT 56
LOT 55
LOT 54
W
W
W
W
W
W W W
W
W
W
80
79
78
7776
75
71
68
SANNER COURT
(PRIVATE STREET)
Know what's below.
before you dig.Call
R
W
S
N
E
GENERAL GRADING NOTES
1.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR
BASIC MATERIALS AND CONSTRUCTION METHODS.
2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOIL
SHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL
BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS
AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTION TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE
IN ACCORDANCE WITH INDOT SECTION 211.
3.MAXIMUM LAWN SLOPE IS 3:1.
4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHER
FACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE
WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING.
8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE
BACKFILLED WITH GRANULAR MATERIAL.
9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS
OR SHORTAGE OF SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE
REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL.
11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS.
12.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF
THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS.
13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET CROSSINGS.
14.ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED OTHERWISE.
15.ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE, DRAIN TILE.
EMERGENCY OVERFLOW=
LEGEND:C301 EFRPC301EMERGENCY FLOOD ROUTE PLANW210497BCHW210497 xxxDAS----10 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: H:\2021\W210497\Engineering\design\conset\C301 EFRP.dwgLAYOUT: C301DATE/TIME: August 11, 2022 - 7:33amPLOTTED 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)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71