HomeMy WebLinkAboutC3.1.Storm Sewer Plan & ProfilesF.F.E. = 755.70
(NAVD 88 DATUM)
Equality Blvd.Community DriveDETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE
100-YEAR BASE FLOOD ELEVATION = 751.57 (NAVD 88 DATUM)
100-YEAR BASE FLOOD ELEVATION = 752.00 (NGVD 29 DATUM)
A/C A/CEXISTING 12" PVC ROOF DRAIN PIPE202
200
PROPOSED GYM &
LEARNING CENTER
13,000± S.F.
F.F.E. = 755.70
(NAVD 88 DATUM)
F.F.E. = 755.70
(NAVD 88 DATUM)
EXISTING CURB INLET
(RAISE EX. CASTING ELEVATION
TO PROPOSED GRADE)
T.C. = 753.50
GUT = 753.00
INV. = 748.1± (18" PVC - N)
INV. = 748.1± (EX. 12" - E)
INV. = 748.0± (EX. 18" - S)
EXISTING CURB INLET
T.C. = 754.21
GUT = 753.71
INV. = 749.3± (EX. 12" - N)
INV. = 749.2± (EX. 15" - S)
EXISTING CONC. END SECTION
INV. = 747.5± (EX. 18" RCP - N)
600
601
100
101
102 103
CONNECT 6" PVC DRAIN TO
EX. ROOF DRAIN PIPE
E2
EXISTING STORM INLET
T.C. = 753.35
INV. = 748.65± (EX. 12" PVC - NE)
INV. = 748.5± (EX. 12" RCP - W)
INV. = 748.15± (10" PVC - SE)
STORM MANHOLE - 4'Ø
T.C. = 754.50
INV. = 749.17± (EX. 15" - NE)
INV = 749.2± (12" PVC - S)
INV. = 749.07 (15" RCP - W)
E1
EXISTING CURB INLET
T.C. = 754.15
GUT = 753.65
INV. = 749.34± (EX. 12" - S)
STORM MANHOLE - 4'Ø
T.C. = 755.60
INV. = 748.63 (15" RCP - E)
INV. = 748.53 (15" RCP - S)
CURB INLET MANHOLE - 4'Ø
T.C. = 753.25
GUT = 752.75
INV. = 748.27 (15" RCP - N)
INV. = 748.17 (18" RCP - SE)
4'Ø CURB INLET MANHOLE
w/ 2' SUMP
T.C. = 752.50
GUT = 752.0
INV. = 747.79 (18" RCP - NW)
INV. = 747.69 (18" RCP - S)
CONCRETE END SECTION w/
RIP-RAP. SEE DETAIL 18/C7.0
INV. = 747.57126 L.F. of 18" RCP @ 0.30%48 L.F. of 18" RCP @ 0.24%114 L.F. of 15" RCP @ 0.23%177 L.F. of 15" RCP @ 0.25%
12± L.F. of EX. 15" RCP
R6
R18
RD
CDR10
R10R6
R8
EXISTING SCHOOL
BUILDING
MLAG/MFPG = TOP OF CURB = 754.45
EXISTING FIRE SERVICE
LINE TO BE LOWERED AT
STORM SEWER CROSSING
6" NDS #918B
YARD DRAIN
T.C.=754.5±
15± L.F. of 6"
SDR35 PVC
30'
T
T
EXISTING 40" RCPEXISTING 18" RCPRD
R12
RCO
RCO
RCO
R12
R18
C
C
R12
R8
RD
R6
R6 R8
R12
STORM SEWER PROFILE
EXISTING FIRE SERVICE LINE TO BE LOWERED
(CONTRACTOR TO FIELD VERIFY
LOCATION/ELEVATION PRIOR TO COMMENCING
WITH CONSTRUCTION)
EX. 15" RCP
CONNECT 12" PVC
ROOF DRAIN PIPE
2' SUMP REQ'D
EXISTING TELECOM TO BE RELOCATED IN
THE VICINITY OF STR #103 TO #102
(CONTRACTOR TO FIELD VERIFY
LOCATION/ELEVATION PRIOR TO
COMMENCING WITH CONSTRUCTION)
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.
GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-o NREG I S TER
E
DBR IA N S CR
O
S
STPS.007
C3.1NOBLESVILLE, INDIANA 4606015575 STONY CREEK WAYTHE PLAY SCHOOL at LEGACY, INC.STORM SEWER PLAN & PROFILE
THE PLAY SCHOOL at LEGACY SPORT COURT14454 COMMUNITY DRIVECARMEL, INDIANA 4603306/22/2018
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
TOPOGRAPHIC & BOUNDARY NOTE
UTILITY LOCATE NOTE
LEGEND:
GENERAL NOTES
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
(I.E. COMMUNITY DRIVE & EQUALITY BLVD.) "BROOM CLEAN" AND FREE
OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT
AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS
AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR
SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE
FOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE
BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE
SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO
MANUFACTURING.
STORM PLAN - 1"=30'
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
STORM SEWER INLET NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
NOTE
EXISTING RIGHT-OF-WAY NOTE
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE
CITY PRIOR TO THE START OF CONSTRUCTION TO
DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
UTILITY VALVE NOTE
STORM SEWER SYSTEM NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED
WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY THE PLAY SCHOOL at LEGACY, INC.
STORM SEWER SYSTEM NOTE
STORM BACKFILL NOTE
STRUCTURE DATA TABLE
REVISION RECORD
PLAN NOTES:
R8
C
R10
R12
T 2CD
RD
RCO
R6
R18
2
2
04/01/19