HomeMy WebLinkAboutC700 Water Plan-C700EX. DRY DETENTION #2
(DD2)
EX. BASIN (VS4)EX. BASIN 149> o o o> o o o> o o o> o
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30' B-BLARSON DRIVEANTIQUITY DRIVE
LARSON DRIVECHERRY CREEK BOULEVARD (BY OTHERS)
64' R/W
BIKE PROMENADE
*
VAR. S.S.E. & L.M.A.E.
8" VALVE
POOL
308 SQ.FT.
TYPE III
C/O
30' B-B
28' B-BTYPE III
C/O
TYPE III
C/O
2" COPPER
SERVICE LINE28' B-B30' B-B
12'
12'
8" VALVE
64' R/W
BIKE PROMENADE
8" TEE
8" DI WATER MAIN> o o o> o o o> o o o> o o o> o o o
> o o o > o o o> o o o> o o o25' B.L.DENOTES TURF REINFORCEMENT
MATTING (TRM) 4'x4' TRANSITION MAT.
(SEE SHEET C305 FOR DETAILS)
*
8" VALVE
*
**
*
*WWWWWWWWWWWWWWKIDDIE
POOL
2,054 SQ.FT.
BLOCK "AM"
12'
60.75' R/W
BIKE PROMENADE
50' R/W30' B-B10' ASPHALT PATH (BY OTHERS)
*10 BICYCLE PARKINGSPACES @ 2.5'X6'1' BERM 25' D.&U.E. & B.M.P.E.VAR. D.&U.E. & B.M.P.E.12' ASPHALT PATH12' ASPHALT PATHxxxxxxxxxxxxxxxxxx x x xx11'VAR. B.L.VAR. B.L.15' D.&U.E.
39' R/W 25' R/W
VAR. D.&U.E. &B.M.P.E.BACKFLOW DEVICE
AND METER
LOCATED INSIDE
BUILDING
CURBSTOP
SEE DETAIL 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 PLANC700REVISED PER REVIEW COMMENTS4/16/19PCWADD NOTE THAT METER WILL BE INSIDE SET6/27/19BAH30'30'0 15'
1" = 30 FT
55115PLA-AAAMENITY AREA at LEGACY JSM BAH CARMELHAMILTON COUNTY, INDIANA1/04/18DP
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File Name:S:\55115PLA-AA\DWG\C700 Water Plan.dwg - C700Modified / By:April 19, 2019 7:17:28 AM / pwhitePlotted / By:June 27, 2019 12:57:45 PM / Brett HuffKnow what's below.
before you dig.Call
R
M
PROPOSED HYDRANT
W/6" VALVE
VALVE
BLOW OFF ASSEMBLY
REDUCER
EX. WATER METER
EX. WATER VALVE
EX. FIRE HYDRANT
LEGEND
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
C700.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE
PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB
INLETS.
ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND
SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE
TOP.
POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE
INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND,
FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE
INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID
AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE
ALL WATERMAINS LAID,
ALL WATERMAINS 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.
LENGTH OF IPE TO BE RESTRAINED
PRESSURE PIPE JOINT RESTRAINT TABLE
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
& PLUGS
90°, TEES
45°
22-1/2°
11-1/4°
6"8"10"12"14"16"18"20"24"30"
27'35'42'50'58'65'73'80'95'115'
7'9'11'13'15'17'19'21'24'29'
3'4'5'6'7'8'9'10'12'14'
2'2'3'3'4'4'4'5'6'7'
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH
RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE
FIELD LOK GASKET SYSTEM.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE
MINIMUM LENGTHS THE DESIGN ENGINEER SHALL
DETERMINE IF LONGER LENGTHS ARE REQUIRED.
EX. HYDRANT
EX. 8" MAIN COMPLETED
W/ SCHERRY CREEK BOULEVARD