HomeMy WebLinkAboutC3.1 - 190201TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL
INFORMATION HAS BEEN SHOWN PER A
TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB
#: B36081) PREPARED BY MILLER SURVEYING,
INC. CIVIL SITE GROUP, INC. CANNOT BE
HELD RESPONSIBLE IF ACTUAL HORIZONTAL
AND VERTICAL DATA IS DIFFERENT FROM
THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICATION OF ALL EXISTING CONDITIONS
PRIOR TO COMMENCING WITH CONSTRUCTION.
IIIIIIIIIIA
FLOOD NOTE
THIS LOT UES IN FLOOD HAZARD ZONE "X" AS SCALED
FROM THE ROOD INSURANCE RATE MAP (FIRM) FOR
HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF
CARMEL COMMUNITY NUMBER 180081. MAP NUMBER
18057CO231 G, PANEL NUMBER 0231 G, DATED
NOVEMBER 19, 2014.
REFERENCE NFIP FIRM MAP #18057CO231 G
EFFECTIVE DAIS NOVEMBER 19, 2014.
GENERAL NOTES
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPUANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO FIELD VERIFY
ALL UTUTY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBUTY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
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.
PROFILE SCALE: 1" = 50'
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.
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
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.
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR
SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE
TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING
WITH CONSTRUCTION. CIWL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF
THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY
0' ANS.
RELEASED FOR CONSTRUCTION
Subject to compliance wHh all regulations
of State and I Neal CIRI
City of Carmel
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DATE: \ 06/17/19
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REVISION RECORD
REV
DATE
DESCRIPTION
DES BY
APP BY
1
08/08/18
REV. PER INITIAL REVIEW COMMENTS
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2
02/01/19
ROOF DRAINS PER ARCHITECT REVISIONS
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�------------------ ---746----- DETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE �\
-(- - - IW 2-----------------------------------746_----100-YEAR BASE FLOOD ELEVATION= 752.00(NGVD 29 DATUM)-
STORM PLAN-111=30'
STORM SEWER PROFILE
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ST
126'
114'
07
EX. 15'
RCP
45
20.30%
B0.23%
III 57
745
80.24%
IS' RLP
15' RLP
15' RCP
74rJ
S' RCP
Z SUMP REOD
10-YEA
HGL
CONNECT
I2'PVC
EXISTING FIRE SERVICE LINE
TO BE LOWERED
PER RAT
ONAL
ROOF DRAIN PIPE
(CONTRACTOR TO FIELD VERIFY
Q
LOCATION/ELEVATION PRIOR TO COMMENCING
SPREAD
HEET
740
WITH CONSTRUCTION)
740
14+00 13+00
12+00
11+00
10+00
SCALE: HORZ.: 1 C=50'
VERT.: 1 "=5'
`
/Existing
Now
Grade
0
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1BM /5295
BRASS PLUG F➢.
1 ELEV. =75111
ST
LEGEND:
PROPERTY BOUNDARY
I PROPOSED CONC
RETE PAVEMENT
I SEE DETAIL RET
PROPOSED CONCRETE SIDEWALK PAVEMENT
I
E7S.35 PROPOSED SPOT ELEVATION
I 880.17 PROPOSED CURB ELEVATION
879.67
ME MATCH EXISTING GRADE
I TC TOP OF CURB/STORM CASTING ELEVATION
BC BOTTOM OF CURB ELEVATION
I FP EDGE OF PAVEMENT ELEVATION
TW TOP OF WALL ELEVATION
I W. STORM SEWER INVERT ELEVATION
I =- - - - - - -
PROPOSED GRADE BREAK
845 PROPOSED CONTOUR
--847--- EXISTING COMOUR
PROPOSED STORM SEWER
PROPOSED ROOF DRAIN STORM SEWER
® ® PROPOSED STORM STRUCTURE
6T -
% R6
APPROX. 135 LF OF 6" PVC (SDR35 01.0% MIN. SLOPE) ROOF DRAIN LEADER
WITH RISERS. ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS. & CLEAII Al '
'
BENDS > 22.5' FOR ROOF DOWNSPOUTS (TYPICAL)
\ ®e
APPROX. 60 LF OF S" PVC (SDR35 W.0% MIN. SLOPE) ROOF DRAIN LEADER W11H�
/
RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS
' 10
APPROX. 44 LF OF 10" PVC (SDR MIN. SLOPE) ROOF DRAIN
LEADER VATIi RISERS. ADAPTERS FOR DOWNSPOUTS. BENDS. FITTINGS
O DOWNSPOUTS,
`
/E)
APPROX. 112 LF OF 12" PVC (SDR35 01.0% MIN. SLOPE) ROOF DRAIN
LEADER W11H RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS
/ 1e
APPROX. 70 LF OF 18" PVC (SDR35 01.0% MIN. SLOPE) ROOF DRAIN
\
LEADER WITH RISERS, ADAPTERS FOR DOWNSPOUTS, BENDS, FITTINGS
/ Ro
BUILDING ROOF DRAIN. REFER TO ARCH. PLANS '
' D
CONNECT TO EXISTING ROOF DRAIN PIPE
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4
CONNECT EXISTING DOWNSPOUT TO NEW ROOF DRAIN PIPE //�
!O
TAPER CURB FLUSH WITH SIDEWALK ` '
CO
B" ROOF DRAIN CLEAN OUT RISER/CAP
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
STRUCTURE DATA TABLE
Structure
Pipe
Pipe
Downstream
Pipe
Structure
Top of
Upstream
Downstream
Number
Size (in)
Length (it)
Structure
Materiel
Type
Casting Elev.
Invert
Invert
103
15
177
102
RCP
4'Diameter Manhole
754.50
749,07
748.63
102
1 15
114
101
RCP
4' Diameter Manhole
755.60
740.53
1 74827
101
18
126
100
RCP
4' Dia.Curb lnletMH
75325
748.1�4739
1"
18
48
E2
RCP
4'Dia.Curb lnletMH
752.50
747.69
747.57
E2
18
N/A
N/A
RCP
Concrete End Section
N/A
747.57
N/A
NOTE
STORM BACKFILL NOTE
ALL PROPOSED RCP STORM SEWER
SHOULD BE CONSTRUCTED WITH BACKFILL
PER DETAIL NO. IG-31 ON SHEET C7.1
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
STORM SEWER SYSTEM NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIRED AND AS APPROVED
BY THE Ott OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DEVIATONS FROM
THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR HELD APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION O ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT
ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES DENTED) AS GENERATNG VELOCITIES OF 2.5 fps OR LESS OR 10
fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTFICATON AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKHWNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO
AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE
NTH THE DESIGN PLANS AND AS APPROVED BY TIIE CITY OF CARMEL
UTILITY VALVE NOTE
ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE
ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH
FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA.
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STATE OF
DATE
06/22/2018
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BY:
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SCALE:
1" = 301`
DATE:
06 22 18
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PROJECT NUMBER
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DRAWING NUMBER
C3ml
SHEET 5 OF 16