HomeMy WebLinkAboutC3.1.Storm Sewer Plan & Profiles (V2)2,077±
G
S
F
F.F.E. =
8
8
5.
2
5
EX. "NO BUILD" LINE
E
EXISTING POND "E"
NORMAL POOL = 874.0
100-YR STAGE = 881.14
WA
L
N
U
T
C
R
E
E
K
D
R
I
V
E
EX. END SECTION
INV.=875.52 (W - 30" RCP)
EX. STORM MH
T.C.=883.35
INV.=876.48 (N - 30" RCP)
INV.=876.46 (E - 30" RCP)
INV.=877.50 (W - 18" RCP)
NEW 5'Ø STORM MANHOLE
(REMOVE/REPLACE EX. BEEHIVE INLET
AS NECESSARY PER CARMEL STDS.)
T.C.=883.15
INV.=877.55 (E - 18" RCP)
INV.=878.15 (W - 12" RCP)
INV.=878.10 (12" TO BMP)
INV.=878.0 (12" FROM BMP)
EX. 1
8"
R
C
P
TBM #1
ELEV.=883.55'
EX. 30" RC
P
144'± O
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L
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FL
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W
F FC
F
W FC1.3%
SLOPE
1.
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STORM SEWER PROFILE
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
-oNREGIS TER
E
DBR IA N S CR
O
SSVIOC.001
C3.1LEXINGTON, KY 40509100 VALVOLINE WAYVALVOLINE INSTANT OIL CHANGESTORM SEWER PLAN & PROFILEVALVOLINE INSTANT OIL CHANGE9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTACARMEL, INDIANA 46032REVISION RECORD
07/17/2019
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
TOPOGRAPHIC & BOUNDARY NOTE
UTILITY LOCATE NOTE
LEGEND:
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
UTILITY VALVE NOTE
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
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
(I.E. MICHIGAN ROAD AND WALNUT CREEK DRIVE) "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.
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
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.
STRUCTURE DETAILS
DETAILS OF THE PROPOSED STORMWATER
QUALITY UNIT & THE DIVERSION MANHOLE
STRUCTURE ARE LOCATED ON SHEET C7.2.
BMP & DIVERSION PRELI
MI
NA
RY
NOT F
O
R
C
O
NST
R
U
CTI
O
N
GENERAL NOTES
STORM SEWER SYSTEM NOTE
STORM BACKFILL NOTE
STORM SEWER SYSTEM NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THIS PROJECT SHALL
BE PRIVATELY OWNED AND MAINTAINED BY
CURRENT PROPERTY OWNER & ALL HEIRS,
SUCCESSORS, & ASSIGNS.
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
STORM PLAN - 1"=20'
ENGINEER:
SURVEYOR:
OWNER:
ARCHITECT:
PLAN NOTES:
T
FL
W
F
FC
STRUCTURE DATA TABLE