HomeMy WebLinkAboutC700 - Water Plan-C700S
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W Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SS
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S SVAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
WILLI
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BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)
25' R.D.
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25'
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JACKSON'S GRANT VILLAGE
SECTION 1
Inst. No. ____________
SECTION 2
Inst. No. 2020-071814
Plat Cab. 6, Slide 6
o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oW W W W WWWWWWWWWW
W
W
W
WWWWWWWWWWW WSPRINGMILL ROADW. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
W W W
W
W
W
W
W W W W W W
VAR. D.U.&S.S.E.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o
o o o o o o o o o o o o
WWWWWW50' R.52' R/W
52' R/W77' R/W
60' 1/2 R/W50' 1/2 R/W
50' 1/2 R/W
52' R/W
52' R/W50' R/W
50' R/W
61' R/WWWC.O.SPRINGMILL ROAD52' R/W(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE
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(L
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)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)C.O.
TYPE III
TYPE III
TYPE III
C.O.W*
*
VAR. T.P.E.
VAR. SI
G
N E
ASE
ME
NT
50' 1/2 R/W
50' 1/2 R/W
*
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
BLOCK "D"46,332 sq.ft.
BLOCK "C"8"x8"TEE1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPER
SERVICE LINE
69 L.F.
1" COPPER
SERVICE LINE
69 L.F.
1" COPPER
SERVICE LINE
69 L.F.
1" COPPER
SERVICE LINE
69 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.
1" COPPER
SERVICE LINE
32 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE29 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE29 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE29 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE29 L.F.1" COPPERSERVICE LINE33 L.F.1" COPPERSERVICE LINE41 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPER
SERVICE LINE
7 L.F.
1" COPPER
SERVICE LINE
7 L.F.
1" COPPER
SERVICE LINE
7 L.F.
1" COPPER
SERVICE LINE
7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE7 L.F.1" COPPERSERVICE LINE6 L.F.1" COPPERSERVICE LINE6 L.F.1" COPPERSERVICE LINE6 L.F.1" COPPERSERVICE LINE6 L.F.8" D.I.
8" D.I.8" D.I.HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
8" D.I.
11.25° BEND
HYDRANT
W/VALVE
8" VALVE 8" D.I.8" D.I.8"x8"
TEE
BLOCK "A"
11.25° BEND
ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L.
10' D.U.&S.S.E
.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
**
*
*
*
*
***
*
*
*
*
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK
5' WALK
10' D.&U.E.10' B.L.21' D.&U.E.
30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.10' ASPHALT PATH
VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
*
*
*8' WALK
38
*
5' WALK
5' WALK5' WALK13' D.U.&S.S.E.
30' D.U. & S.S.E.
66
56 59555857 626160
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34
28
36
35
25 24 23 22
33
21
20
32
C.A. 2-11,487 sq.ft.
31
C.A. 2-31,235 sq.ft.
C.A. 2-21,025 sq.ft.
C.A. 2-666,196 sq.ft.
47
C.A. 2-41,407 sq.ft.26 27 29
30
46
45 10' B.L.10' B.L.VILLAGE CORNER COURT(PRIVATE)8" VALVE8" VALVE8" D.I.8" D.I.8" D.I.8" D.I.1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
45° BEND
45° BEND
45° BEND45° BEND8"x8"TEE45° BEND
1" COPPER
SERVICE LINE
13 L.F.C.A. 2-814,549 sq.ft.HYDRANT
W/VALVE
5' WIDE MULCH
NATURE TRAIL
60' 1/2 R/WC.A. 2-666,196 sq.ft.
39
44
424140
43
C.A. 2-51,500 sq.ft.C.A. #2-9350 sq.ft.804
850.33
TRAIL PF
805
850.60
TRAIL PF806
850.98
TRAIL PF
807
850.82
TRAIL PF
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C700 - Water Plan.dwg - C700Modified / By:September 22, 2022 9:44:24 AM / RMorrisPlotted / By:September 29, 2022 11:31:33 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
HYDRANT w/ 6" VALVE
GATE VALVE
TEE
BEND, HORIZONTAL
CONSTRUCTION LIMITS
NOTES
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS
AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C800.
ALL WATER MAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND
SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE
TOP.
POSI-CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE
INSTALLATIONS AND MEGA LUGS MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND FROM
THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE.
INSTALL WATER MAIN TRACER WIRE WITH ALL WATER MAINS LAID
AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE
ALL WATER MAINS LAID.
ALL WATER MAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE
CITY OF CARMEL SPECIFICATIONS.
FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE
PLACED FOR ALL STREET CROSSINGS.
FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET
PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT.
ONLY MUELLER HYDRANTS AND VALVES MAY BE USED.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY
CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
50'25'50'0
1" = 50 FT DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC700