HomeMy WebLinkAboutC700 - Water Plan-C700S 857.84858.01855.37851.65D 853.19849.26849.44852.50S 852.94852.95S
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DYH DYH WATER SPIGOTDYH WATER SPIGOTDYH WATER SPIGOTDYH WATER SPIGOT848.15848.73848.73849.24W WELL HEAD851.32851.03Emma 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 758VAR. 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
10' ASPHALT PATH 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATH ex. 10' pathPERGOLA
W/ BENCH
PERGOLA
W/ BENCHES
PERGOLA
5' SIDEWALK
5' SIDEWALK
5'
S
I
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W
A
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K
5' SI
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*SPRINGMILL ROADW. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
EXISTING RIGHT-
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VAR. D.U.&S.S.E.
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428
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405
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422 421 415
414
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410
418
417
434
433
432431
443
442
440439438
437
441
457A
457456
454
453
458
S
417A50' R.52' R/W
52' R/W77' R/W
60' 1/2 R/W40' R.
30' B-B
30' B-B18' B-B13' B-B
24' B-B
24'40'50' 1/2 R/W
50' 1/2 R/W
52' R/W
30' B-B
52' R/W30' B-B50' R/W
30' B-B
50' R/W
30' B-B
61' R/W30' B-B6
12
19
15
11
18
17
16
13
14
8
7
5
3
2
1
4
10
9
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C.A.#1-4
C.A.#1-3
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85
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847
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851
852
853
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850855851852853854846847848849855
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855 8588
5
48558
5
6
BIO RETENTION BMP #1
2 YEAR ELEV.=849.50
10 YEAR ELEV.=850.13
INTERIM
100 YEAR ELEV.=851.51
100 YEAR ELEV.=850.99
BOTTOM ELEV.=VARIES
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
8"x8"
TEE
8"x8"
TEE
8"x8"
TEE
8" D.I.
8" D.I.
8" D.I.
8" D.I.8" D.I.8"
D
.
I
.8" D.I.8" VALVE
8" VALVE
8" VALVE
8" VALVE
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
45°
BEND
45°
BEND
22.5°
BEND
1" COPPERSERVICE LINE48 L.F.1" COPPERSERVICE LINE49 L.F.1" COP
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SERVI
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50 L.F.
1" COPPER
SERVICE LINE
49 L.F.
1" COPPER
SERVICE LINE
49 L.F.
1" COPPER
SERVICE LINE
54 L.F.
1" COPPER
SERVICE LINE
49 L.F.
1" COPPER
SERVICE LINE
13 L.F.
1" COPPER
SERVICE LINE
41 L.F.
1" COPPER
SERVICE LINE
45 L.F.1" COPPER
SERVICE LINE
63 L.F.
1" CO
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SERVI
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49 L.F.
1" COPPER
SERVICE LINE
47 L.F.
1" COPPER
SERVICE LINE
47 L.F.
1" COPPER
SERVICE LINE
47 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPER
SERVICE LINE
47 L.F.
1" COPPER
SERVICE LINE
63 L.F.
20'
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.30' D.&U.E.30' D.&U.E.25' R.D.E.
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.D
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.40'SPILLWAYEL.=853.50DIRECTION BORE
WET TAP
EXISTING
16" MAIN
8" VALVE
25'
B
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.25' B.L.25' B.L.25' B.L.25' B
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10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
25' R.D.E.
CONTRACTOR TO ENSURE CONNECTION POINTS
TO EXISTING HYDRANTS AND VALVES MAINTAIN
GRADE. MAKE ADJUSTMENTS IF NEEDED.
EX-2
*
*
15' R.D.E.
15' R.D.E.xxxxxxxxxxxxx x x x x x
xxxxxxxxxxxxx8" VALVE
8" VALVE
8" VALVE
461 850851852852849851
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855
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856853854855
853854
855
853854 SPRINGMILL ROAD856856855
10' S.S.E.52' R/W30' B-B10' S.S.E.
10' S.S.E.
8"x8" TEE
8" VALVE
8"x8"
TEE 8" VALVE
8" PLUG
851852LAKE #1
N.P.=847.00
2 YEAR ELEV.=848.30
10 YEAR ELEV.=849.26
INTERIM
100 YEAR ELEV.=851.45
100 YEAR ELEV.=853.50
BOTTOM ELEV.=835.0025' R.D.E.25' R.D.E
.
25' R.
D
.
E
.
25' R.
D
.
E
.
400
460
851
852853
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)10' ASPHALT
PATHKEATON DRIVE(LOCAL)KE
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(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)856856857856857855856
857
85520'
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5
'
R
.D
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.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.10' L.B.E.85185110' L.B.E.5' N.A.E.5' N.A.E.
VAR. T.P.E.5' L.B.E.855856857855856857855854856857853855856857
85585685785419'
SPILLWAY
EL.=851.00
850
850851
852
852
853
**
*
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*851852852852
852855854856854855855VAR. SIGN
EASEMENT
856
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C700 - Water Plan.dwg - C700Modified / By:March 19, 2022 3:59:15 PM / ecarsonPlotted / By:March 20, 2022 4:50:27 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECLEGEND
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.
1. SECTION 33121 FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL
TESTED AND APPROVED BY CARMEL WATER UTILITIES PRIOR TO ANY
COMBUSTIBLE MATERIALS ARRIVING ON THE SITE.
2. SECTION 3310.1 REQUIRED FIRE DEPARTMENT VEHICLE ACCESS.
APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROADS MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
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