HomeMy WebLinkAboutC504 - UTILITY PLAN (POND)SILVARA COURTDOMIN
O
D
R
I
V
E
WWWWWWWWWWWWET POND
WITH
NATIVE BANKS
NO PA
R
KI
N
GUPUPUP
A3071NO PA
R
KI
N
G
NO PA
R
KI
N
G
FFE = 868.50
WWWWWWG
T
HW 100: 855.9
NORMAL: 851.0
4"6"DOMFIREW W
GP WS
6"
Lat
85' WIDE EMERGENCY
SPILLWAY
W/ RIP RAP
REVETMENT COVER
DRAINAGE ESMT20'W BMP ACCESS ESMT
20'
W
B
M
P
A
C
C
E
S
S
E
S
M
T
25'
W
S
A
N
S
W
R
E
S
M
T
25'W SAN SWR ESMT
25'
W
S
A
N
S
W
R
E
S
M
T
30'W DRAINAGE ESMTW
WM
WOUTDOOR
MECHANICAL YARD
20' BMP ACCESS
EASEMENT
LatRDC.O.
RDRDRDC.O.
C.O.
C.O.RD
RD
C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.TYPE I
C.O.TYPE I
8" HDPE
C.O.
RD RD
C.O.
RD RD
8" HDPE
8" HDPE
246 LF OF
8" HDPE
LatC.O.TYPE IRDRD
12" HDPE
8" HDPE
732A
RIM=866.50
721
RIM=865.25
720
RIM=865.60
732
RIM=865.00
718
RIM=865.00
731
RIM=865.00
711
RIM=864.00
705
RIM=864.00
709
RIM=864.00
710
RIM=864.00
716
RIM=862.70
717
RIM=862.20 715
RIM=861.00
704A
RIM=858.04
701
RIM=855.65
703
RIM=856.85
721B
RIM=864.40
222
'
O
F
1
2
"
P
V
C
@0
.
2
5
%
446' OF 12" PVC
@0.25%
22
3
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%
60' OF 15" RCP
@0.58%
309' OF 18" RCP
@0.55%
60' OF 12" RCP
174' OF 36" RCP
@0.47%
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.46%
368' OF 42" RCP
@0.46%
156' OF 42" RCP
@0.42%
100' OF 24" RCP
@0.55%
95' OF 24" RCP
@0.53%
124' OF 12" RCP
@1.93%
58' OF 12" RCP
@2.75%
146' OF 24" RCP
@0.80%
3
0
9
'
O
F
1
5
"
R
C
P@1.
1
3%169' OF 24" RCP@0.51%
68' OF 18" RCP
@1.02%
391' OF 18" RCP
@0.51%
144' OF 36" RCP
@0.47%@0.45%36' OF 15" RCP@1.39%30' OF 12" HDPE
@3.37%
725B
RIM=866.81
725C
RIM=867.30
731A
RIM=867.65
738
RIM=867.45
110' OF 12" RCP
@0.50%
111' OF 12" RCP
@2.99%
38' OF 12" RCP
@2.49%
721C
RIM=867.80
732C
RIM=867.36
96' OF 12" HDPE
@0.52%
165
RIM=868.20
60' OF 18" RCP@0.58%45' OF 24" RCP
@0.51%169' OF 24" RCP@0.51%
70' OF 36" RCP
@0.46%
717A
RIM=864.00
167
RIM=865.98
5 LF OF 10" HDPE
5 LF OF 10" HDPE
744
INV =855.10
745
INV=855.60
702
INV =851.00
714
INV =851.00
222
'
O
F
1
2
"
P
V
C
@0
.
2
5
%
446' OF 12" PVC
@0.25%
22
3
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%20'W SAN SWR ESMT8" HDPE
8" HDPE
701B
RIM=853.90
WETLANDS
(PROTECT)
W6 W5 W1T1
E2
W6
INV = 863.20 (8" RD (E))INV = 862.05 (12" RD (S))
INV = 860.5
INV = 860.02
INV = 863.10 (W) (8" RD) & (N)
AMOD R3405
INV = 862.75 (E)
S1
LAT INV = 838.60
WATER LINE
UNDER STORM
6
0
'
OF
2
4
"
RCP@0
.
7
5%
W - WATER / FIRE PROTECTION
S - SANITARY SEWER
6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE.
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION (COORDINATE WITH MEP PLANS)
8-INCH WATER MAIN
8-INCH PRESSURE CONNECTION (HOT TAP) TO EXISTING 16-INCH
WATERMAIN
4-INCH DOMESTIC SERVICE CONNECTION (COORDINATE FINAL
SIZING WITH MEP PLANS)
6-INCH FIRE SERVICE LINE
2-INCH WATER SERVICE LINE
W1
W2
W3
S1
T - TELECOM
FIBER OPTIC CONNECTION. COORDINATE
WITH LOCAL UTILITY PROVIDER.T1
G - GAS
GAS CONNECTION. COORDINATE
WITH LOCAL UTILITY PROVIDER.G1
E - ELECTRIC
(2) 4" CONDUITS FOR PRIMARY ELECTRIC
SERVICE COORDINATE WITH DUKE
TRANSFORMER
TRANSFORMER PAD PER UTILITY
OWNER SPECIFICATIONS.
E1
E2
D - DRAINAGE / STORM SEWER
6''SSD 6''SSD
D1 CONNECT OUTFALL TO EXISTING STRUCTURE COORDINATE WITH
JACKSON GRANT H.O.A.
6-INCH PERFORATED HDPE SUBSURFACE DRAIN
UTILITY KEY NOTE LEGEND
W4
W5
W6
E3
W7
SILVA
R
A
C
O
U
R
T
DOMINO DR
I
V
E
CLAY CENTER ROADNO PARKING
NO PARKING NO PARKINGNO PARKING
Xref CC-Floor Plan-18094_MEP-rvt-1-Ground Floor - Phase 3.dwgXref CC-Floor Plan-18094_Struc_v18-rvt-1-Ground Floor - Phase 3.dwgXref CC-Floor Plan-18094_FOOD-rvt-1-Ground Floor - Phase 3.dwg
UPUP
UP
A3071
NO PARKING
NO PARKING NO PARKINGNO PARKING
PROPOSED BUILIDNGAREA: 111802 SFF.F.E.: 868.50
NO PARKING
NO PARKING NO PARKINGNO PARKING
T
DRAINAGE ESMT20'W BMP ACCESS ESMT
20'W BMP ACCE
S
S
E
S
M
T
25'W SAN S
W
R
E
S
M
T
25'W SAN SWR ESMT
25'W SAN SWR ESMT 25'W SAN SW
R
E
S
M
T
30'W DRAINAGE ESMTPRO
PO
SE
D
RO
W
PROP
OS
ED
R
OW
OUTDOORMECHANICAL YARD
20' BMP ACCESSEASEMENT
INV = 863.2 (6"SSD)INV = 864.2 (6"SSD)
8" HDPE 8" HDPE
8" HDPE
INV = 860.8
8" HDPE
8" HDPE
8" HDPE
8" HDPE
8" HDPE
8" HDPE
8" HDPE
246 LF OF8" HDPE
8" HDPE
12" HDPE
8" HDPE
5 LF OF 10" HDPE5 LF OF 10" HDPE
20'W ELEC ESMT
10'W GAS ESMT
20'W WATER ESMT
20'W SAN SWR ESMT8" HDPE
8" HDPE 20'W SAN SWR ESMTWETLANDS(PROTECT)
5 LF OF 10" HDPE5 LF OF 10" HDPE5 LF OF 10" HDPE5 LF OF 10" HDPE
INV = 863.25 (8" RD (W))INV = 863.6 (6" SSD (N))
INV = 863.00 (8" RD (W))INV = 863 (8" SSD (N))
INV = 863.2 (E)
INV = 863.20 (8" RD (E))INV = 862.05 (12" RD (S))
INV = 860.5INV = 860.02
INV = 863.10 (W) (8" RD) & (N)AMOD R3405INV = 862.75 (E)
LAT INV = 838.60
LOWERWATER LINEUNDER STORM
6" SAN LATINV = 859.9
1.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION
OF UTILITIES WITHIN 5 FEET OF STRUCTURES.
2.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A
DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO
CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE
CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE
APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
3.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND
SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL
SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION
REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE
PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9.
4.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER
AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE
THE PIPE.
5.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER
LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS.
6.WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BE
USED. FITTING JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA
C111/A21.11) OR PJ TYPE (ANSI/AWWA C111/A21.11).
7.DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BE
CEMENT MORTAR LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDE
COATED WITH A BITUMINOUS COATING.
8.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF
STRUCTURES ROUNDED TO THE NEAREST FOOT.
UTILITY NOTES
9.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE
DOWNSTREAM END OF END SECTIONS.
10.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO
EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX
COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE
PROPOSED GRADE.
11.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF
12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS
PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES
NOT EXCEED 12 INCHES.
12.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS
WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR
BARREL SECTION OF THE STRUCTURE.
13.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING
REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED
TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN.
14.ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL
INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN
ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS.
15.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO
EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED
TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING
AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY
SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND
CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
16.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH
FOUNDATIONS FOR UTILITY CONNECTIONS.
17.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS
REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS.
INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO
STORM DRAINAGE SYSTEM.
18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE
LIGHTING PLAN (BY OTHERS).
19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER
IRRIGATION PLAN (BY OTHERS).
20.CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR
RECONNECT ANY EXISTING DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH
CROSS THROUGH EXCAVATED TRENCHES. ANY DRAINAGE TILE ENCOUNTERED
IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MEASUREMENT
TAKEN FROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE
CENTERLINE OF THE TILE.
21.MANHOLE AND INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS
SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24
INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS.
22.SUBSURFACE DRAIN (SSD) INLET CONNECTIONS SHALL BE INCLUDED ON ALL
STORM INLETS AND SHALL BE SET 24 INCHES BELOW THE CASTING ELEVATION
UNLESS OTHERWISE SPECIFIED. THE SSD'S SHALL BE 10 LF. AND SLOPE 1.04%
TOWARD THE INLET CREATING AN 'X' PATTERN BELOW THE CASTING ELEVATION.
23.CONNECTION TO DOWNSPOUTS TO BE FIELD VERIFIED. COORDINATE WITH MEP /
ARCHITECTURAL PLANS FOR LOCATION OF DOWNSPOUTS. CONNECT
DOWNSPOUT / ROOF DRAINS TO INLET.
SCALE: 1" = 50'
C504
C.O.
C.O.
Lat
PROPOSED LINETYPES LEGEND
RD RD
STORM SEWER CLEANOUT
STORM SEWER PIPE
SANITARY CLEANOUT
GAS LINE
ROOF DRAIN
WATER LINE
SWALE
UNDERGROUND CABLE
SUBSCRIBE DRAINS (STRUCTURES)
D1
C504
UTILITY PLAN
(POND)25.0'KEYMAP
EXISTING LINETYPES LEGEND
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
MIXED OR UNIDENTIFIED OVERHEAD UTILITY
BOARD FENCE
WROUGHT IRON FENCE
BOUNDARY LINE
FLOW LINE
E(A)E(A)
E E E
OHU OHU
SECTION LINE
FARM FENCE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EASEMENT25.0'EASEMENT2 TAC COMMENTS 8/12/2019
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
4
4 ASI #2 9/20/2019
4
DRAINAGE EASEMENT FOR
EMERGENCY FLOOD
ROUTE