HomeMy WebLinkAboutC6.0 UTILITY PLANPROPOSED BUILDING
±21,456 SF
FFE = 907.90
HARLESTON STREET
TOWNE ROADPROPOSED 15'
DRAINAGE EAEMENT
STR. 101A
RIM=906.23
INV(S)=902.37 (12" RCP)STR. BMP 1
RIM=906.63
INV(S)=900.52 (18" RCP)
INV(N)=900.92 (12" RCP)
INV(E)=900.42 (18" RCP)
STR. 202
RIM=906.36
INV(N)=901.54 (10" HDPE)
INV(E)=901.12 (15" RCP)
STR. 201
RIM=906.35
INV(W)=900.89 (15" RCP)
INV(N)=900.64 (18" RCP)
STR. 103
RIM=906.30
INV(W)=902.38 (15" RCP)
INV(N)=902.80 (10" HDPE)
STR. 101
RIM=906.27
INV(E)=901.68 (18" RCP)
INV(N)=902.18 (12" RCP)
INV(W)=901.18 (24" RCP)STR. 102
RIM=906.06
INV(E)=902.10 (15" RCP)
INV(W)=901.85 (18" RCP)
STR. 200A
RIM=905.80
INV(S)=901.10 (12" RCP)49' - 18" RCP @ 0.25%93' - 15"
R
C
P
@
0
.
2
5
%
92' - 15" RCP @ 0.30%
68' - 1
8
"
R
C
P
@
0
.
2
5
%55' - 12" RCP @ 0.32%46' - 18" RCP @ 0.25%40' - 10" HDPE @ 1.00%40' - 10" HDPE @ 1.00%59' - 12" RCP @ 0.32%78' - 24" RCP @ 0.20%TOWNE ROADPROPOSED 25'
ACCESS EAEMENT
CONNECT TO EX. SEWER LATERAL STUB.
FIELD VERIFY LOCATION AND INVERT.
10' - 6" PVC SDR 35 @ 2.08% MIN.
SANITARY CLEANOUT
TYPE II
3' - 6" PVC SDR 35 @ 2.08% MIN.
HOT TAP EXISITING 8" DIP MAIN W/
8"x6" TAPPING SLEEVE AND VALVE
FDC PIV
COORDINATE FIRE AND DOMESTIC
WATER SIZES AND LOCATIONS
WITH MEP DRAWINGS
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
CONTRACTOR TO USE EXTREME
CAUTION WHEN EXCAVATING
UNDER OVERHEAD UTILITY LINES
15' - SSD
(TYP)
15' - SSD
(TYP)
15' - SSD
(TYP)
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION. ADJUST TO GRADE.
EXISTING 8" DIP WATER MAIN TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION.
COORDINATE SANITARY
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ELECTRICAL
SERVICE ROUTE WITH UTILITY
STORM STRUCTURE DATA TABLE
STR. NO.
100
101
101A
102
103
200A
201
202
BMP 1
BMP 2
STRUCTURE TYPE
60" MANHOLE
48" MANHOLE
48" MANHOLE
48" MANHOLE
48" MANHOLE
2' X 3' INLET
48" MANHOLE
48" MANHOLE
CS-5 WQU
CS-6 WQU
CASTING TYPE
R-1714
R-3472
R-3472
R-3472
R-3472
R-3287-SB10
R-3287-SB10
R-3472
SOLID COVER
SOLID COVER
RIM
906.96
906.27
906.23
906.06
906.30
905.80
906.35
906.36
906.63
906.18
INCOMING PIPE
INV. (24" RCP) = 901.02
INV. (18" RCP) = 901.68
INV. (12" RCP) = 902.18
INV. (15" RCP) = 902.10
INV. (10" HDPE) = 902.80
INV. (15" RCP) = 900.89
INV. (10" HDPE) = 901.54
INV. (18" RCP) = 900.52
INV. (12" RCP) = 900.92
INV. (24" RCP) = 900.78
OUTGOING PIPE
INV. (24" RCP) = 900.92
INV. (24" RCP) = 901.18
INV. (12" RCP) = 902.37
INV. (18" RCP) = 901.85
INV. (15" RCP) = 902.38
INV. (12" RCP) = 901.10
INV. (18" RCP) = 900.64
INV. (15" RCP) = 901.12
INV. (18" RCP) = 900.42
INV. (24" RCP) = 900.78 UTILITY PLANC6.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWAREVillage of WestClayHARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
200 40
N
R
CERTIFIED BY
NOT
F
O
R
CON
S
T
R
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C
TI
O
N
MATCHLINE - SEE C6.1LEGEND:
STORM SEWER
SANITARY SEWER
WATER MAIN (WITH SIZE)
TELECOM LINE
GAS LINE
ELECTRIC LINE
SANITARY MANHOLE
1.RIM OR TOP OF CASTING ELEVATION EQUALS THE LOWEST POINT ON THE CASTING
WHERE WATER ENTERS THE STRUCTURE OR THE TOP OF A SOLID CASTING.
2.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE OR END OF PIPE END SECTION.
3.WATER MAINS THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 60
INCHES OF COVER FROM FINISH GRADE TO TOP OF WATER LINE. CONTRACTOR TO
PROVIDE ALL FITTINGS REQUIRED TO ASSURE PROPER INSTALLATION OF WATER
MAINS AND LATERALS.
4.THE FIRE SERVICE AND DOMESTIC WATER LINE SHALL BE PVC C900 AND INSTALLED
PER CITY OF CARMEL STANDARDS.
5.CONTRACTOR SHALL VERIFY, BEFORE INSTALLATION, THE DOMESTIC WATER SERVICE
LINE INTERNAL DIAMETER (ID) MEETS THE DEMAND AND SIZE SPECIFIED BY THE
PLUMBING DESIGNER.
6.ELECTRICAL CONDUIT SHALL BE INSTALLED AT A MINIMUM OF 36 INCHES BELOW THE
FINISH GRADE. ENDS OF THE CONDUIT SHALL BE MARKED BY INSTALLING A 4X4
WOOD POST PAINTED RED.
7.LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE.
THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS
PRIOR TO CONSTRUCTION.
8.ALL 6" SANITARY SEWER LATERALS ARE TO BE CONSTRUCTED WITH SDR-35 PVC @
2.08% MINIMUM SLOPE.
9.TRACER WIRE IS REQUIRED ON ALL SANITARY SEWER LATERALS.
10.SEE CITY OF CARMEL AND TRICO REGIONAL SEWER UTILITY STANDARDS FOR WATER
AND SEWER SPECIFICATIONS.
11.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION WITH LOCAL
JURISDICTION AND ALL RESPECTIVE UTILITY COMPANIES FOR GAS, ELECTRIC,
TELEPHONE, AND CABLE SERVICES.
12.CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING TRAFFIC
CONTROL PER LOCAL STANDARDS AND REQUIREMENTS. ALL STREET CUTS SHALL
BE REPAIRED PER LOCAL REQUIREMENTS.
13.SEE ARCHITECTURAL PLANS FOR DETAILED INFORMATION AND EXACT LOCATIONS
FOR UTILITIES COMING INTO THE BUILDING.
14.SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS OR ROOF
DRAINS.
15.FOR VIEWING CLARITY OF THESE CONSTRUCTION PLANS, PIPES OR STRUCTURES MAY
NOT BE SHOWN TO SCALE.
16.ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS
FOR EACH UTILITY AGENCY HAVING JURISDICTION.
17.IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE
CONTRACTOR SHALL EITHER ADJUST THE WATER LINE DOWNWARD IN SUCH A
MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE
DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL
PROVIDE APPROPRIATE BENDS AND CROSSINGS.
18.WATER AND SEWER MAIN CROSSINGS SHALL BE IN ACCORDANCE WITH 10 STATE
STANDARDS. WATER AND SEWER MAINS SHALL HAVE A MINIMUM HORIZONTAL
SEPARATION OF 10 FEET FROM EDGE OF PIPE TO EDGE OF PIPE. WATER PIPES
CROSSING ABOVE SEWER PIPES MUST HAVE A MINIMUM VERTICAL SEPARATION OF
18 INCHES CLEARANCE BETWEEN PIPES.
19.THE CONTRACTOR SHALL CONTACT ENGINEER FOR ALL QUESTIONS REGARDING
UTILITY PLAN DISCREPANCIES AND/OR CONFLICTS IN THE FIELD.
20.STRUCTURES RECEIVING SUB-SURFACE DRAINS (SSD) SHALL HAVE BOTH PORTS
CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED.
UTILITY NOTES
STORM MANHOLE
STORM INLET
FIRE HYDRANT
REDUCER
VALVE/PIV