HomeMy WebLinkAboutC513 - Storm Profile - SU1.3NO PARKING FIRE LANE NO PARKING FIRE LANENO PARKING FIRE LANEST-100RIM = 781.40ST-101RIM = 780.33ST-103RIM = 778.45ST-102RIM = 778.35ST-104RIM = 776.42162 LF OF 14" DIP @ 1.00%ST-202RIM = 781.40ST-200RIM = 781.40ST-201RIM = 781.4010+0011+0012+0013+0014+00
15+0015+26LINE "ST-1"7707757807857907707757807857909+5010+0011+0012+0013+0014+0015+0015+50EG-781.87EG-EG-782.11
EG-781.43
EG-781.49
EG-780.64
EG-779.68
EG-778.93
EG-778.14
EG-778.44
EG-776.86
T.C. = 781.40STR# 20024" Nyloplast Inlet2499CGDW 8" HDPE N-12 Pipe = 777.83N 8" HDPE N-12 Pipe = 777.46S 4" Perf. PVC Pipe = 778.93STA. 10+00T.C. = 781.40STR# 20124" Nyloplast Inlet2499CGDE 8" HDPE N-12 Pipe = 777.98S 6" PVC Pipe = 778.03W 6" PVC Pipe = 778.03N 6" PVC = 778.03STA. 10+30T.C. = 781.40STR# 20224" Nyloplast Inlet2499CGDE 8" HDPE N-12 Pipe = 777.53S 6" PVC = 777.90W 6" PVC Pipe = 777.90N 6" PVC Pipe = 777.90STA. 10+80
T.C. = 780.33
STR# 101
Type "C" Manhole
R-1772
W 14" DIP = 775.48
E 15" HDPE Pipe = 775.38
S 6" PVC Pipe = 776.48
STA. 12+84
T.C. = 778.35
STR# 102
Aqua-Swirl
Manufacturer Supplied
W 15" HDPE Pipe = 774.60
N 15" HDPE Pipe = 774.50
STA. 13+62
T.C. = 778.45
STR# 103
Type "C" Manhole
R-2502
S 15" HDPE Pipe = 773.45
E 15" HDPE Pipe = 772.67
SW 12" PVC Pipe = 772.77
STA. 14+56
T.C. = 776.42
STR# 104
Type "C" Manhole
R-2502
W 15" HDPE Pipe = 771.90
N 15" RCP = 771.82
STA. 15+26
T.C. = 781.40
STR# 100Inlet Type "A"R-3405
E 14" DIP = 777.10
S 8" HDPE N-12 Pipe = 777.10
N 8" HDPE N-12 Pipe = 777.10
W 6" PVC Pipe = 778.10
STA. 11+22
NEW BUILDING ADDITIONGRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDEXISTINGELECTRICAL LINE(FIELD VERIFY)162 LF OF 14" DIP @ 1.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%78 LF OF 15" HDPE Pipe @ 1.00%70 LF OF 15" HDPE Pipe @ 1.10%GRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDEXISTINGPROFILEGRADEPROPOSEDSEAT WALLPROPOSEDRETAININGWALLPROPOSEDPROFILEGRADEEXISTINGMANHOLESTRUCTUREEXISTING 15" OUTLETPIPEFACE OF BLDG.FACE OF BLDG.
EXISTING MANHOLE
STRUCTURE
(EX)94 LF OF 15" HDPE Pipe @ 1.11%INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU1.3STORM SEWERPLAN AND PROFILES1" = 20'PLANSTORM SEWER PROFILELINE "ST-1"SCALE:VERT: 1" = 2'HORIZ: 1" =20'TAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-2024