HomeMy WebLinkAboutC500 Sanitary PnPLEGEND
= 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
W
80
79
78
7776
75
71
68
SANNER COURT
(PRIVATE STREET)SANSANSANSANSANSANSAN825
830
835
840
845
850
855
825
830
835
840
845
850
855
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
CONTRACTOR MUST
VERIFY INVERT
INFORMATION PRIOR
TO BEGINNING
CONSTRUCTION. IF A
DISCREPANCY EXISTS,
CONTACT THE
ENGINEER
IMMEDIATELY.
SANITARY SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
RS-301
STRUCTURE
TYPE
48'' DIA. MANHOLE
TOP OF
CASTING
844.52
CASTING TYPE
R-1772
INVERT
INV OUT = 837.00(W)
SANITARY SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
RS-301
DOWNSTREAM
STRUCTURE
RS-204
SIZE
8"
MATERIAL
PVC
LENGTH
202'
SLOPE
1.00%
Know what's below.
before you dig.Call
R
SANITARY SEWER NOTES
1.THE CONTRACTOR SHALL CONTACT APPLICABLE UNDERGROUND-PLANT PROTECTION/LOCATION SERVICE AT LEAST
72 HOURS PRIOR TO ANY WORK.
2.THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR ENGINEER IF UTILITIES APPEAR TO BE IN CONFLICT WITH
THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION
ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS
AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF
THIS INFORMATION IS NOT GUARANTEED.
4.THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
5.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY OWNERS TO VERIFY ANY AND ALL FEES ASSOCIATED
WITH THE INSTALLATION OF UTILITIES.
6.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER
SAFETY.
7.ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH
GRANULAR MATERIAL.
8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES,
STRUCTURES, PIPES, AND PAVEMENTS. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
9.CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL BE
MAINTAINED AT 10' HORIZONTAL AND 18" VERTICAL.
10.CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSINGS WHEN THE VERTICAL SEPARATION AS
MEASURED FROM THE EXTERIOR OF THE PIPES, BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS
IS 18" OR LESS.
11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.
12.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING,
DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
13.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
14.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING
RINGS AND COVERS RATED FOR H20 LOADING.
15.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER INSTALLATION.
16.SANITARY SEWER LATERALS SHALL BE BACKFILLED WITH GRANULAR MATERIAL FOR THE ENTIRE LENGTH OF THE
PIPE.
17.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
18.CLEANOUTS ARE REQUIRED WITHIN 18-60 INCHES OF THE BUILDING AND EVERY 100 FEET ALONG THE LATERAL.
19.LATERALS STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.
20.REFER TO ASTM D2321 FOR INSTALLATION OF PVC SANITARY SEWER.
21.ALL SANITARY SEWER TO HAVE DEFLECTION AND LEAKAGE TESTING
AS PER CODE 327 IAC 3-6-19.C500 Sanitary PnPC500SANITARY PLAN & PROFILEW210497BCHW210497 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: H:\2021\W210497\Engineering\design\conset\C500 Sanitary PnP.dwgLAYOUT: C500DATE/TIME: August 11, 2022 - 7:56amPLOTTED 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)
W
S
N
E
340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71