HomeMy WebLinkAboutC700 Water Plan-C700P.W.P.
P.W.P.
P.W.P.
P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.IE 12" CMP=855.77'IE 12" CMP=855.94'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.ASPHALTCLARI
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11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTONE STORY
WOOD
SHED
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P.W.P.
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T E R H U N E L A N E
R E E K D R I V E
HAMLET DRIVEOTTO LANE10' B.L.
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
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.10' B.L.50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.10' B
.L.10' U.E.30' R.D.E.&U.E.15' D.&U.E.
30' R.D.E.10' D.&U.E.
10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.SEA BIRD WA
Y SIGILARY WAYEXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. 10' PATHEX. 10' PATH854.85854.40
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17' D.U.&S.S.E.13'
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VAR.
R.D.E.&U.E.&P.A.E.
& S.S.E.
&L.M.A.E.OTTO LANE20'18'10'TYP.
20'
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.E.&S.S
.E.&U
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VAR.
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& S.S.E. &L.M.A.E.
VAR.
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S.S.E.
&L.M.A.E.5' N.A.E.(Alley)(PRIVATE)S℄SPRINGMILL ROAD15.0'31.41' S.Y.SETBACK45.88' S.Y.SETBACK50.79' S.Y.
SETBACK > o o o> o o oWOOD FENCEBLOCK 'B'
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5' N.A.E.23
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29 30 31
3233343536
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SIGILLARY LANERAYLE DRIVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
8"x8"
TEE
11.25°
BEND
8" VALVE
8" VALVE
EX. 50' 1/2 R/W
EX. 58' R/WSIGILLARY LANE1" COPPER
SERVICE L
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36 L.F.
1" COPPER
SERVICE L
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35 L.F.
1" COPPER
SERVICE L
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35 L.F.
1" COPPER
SERVICE L
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36 L.F.
1" COPPER
SERVICE L
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35 L.F.1" COPPERSERVICE LINE11 L.F.1" COPPERSERVICE LINE11 L.F.1" COPPERSERVICE LINE11 L.F.1" COPPERSERVICE LINE11 L.F.1" COPPERSERVICE LINE37 L.F.1" COPPERSERVICE LINE37 L.F.1" COPPERSERVICE LINE37 L.F.1" COPPER
SERVICE L
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1" COPPER
SERVICE L
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4 L.F.
1" COPPE
R
SERVICE L
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1" COPPER
SERVICE L
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4 L.F.
1" COPPER
SERVICE L
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4 L.F.
1" COPPER
SERVICE LI
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10 L.F.
1" COPPER
SERVICE LI
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10 L.F.
1" COPPER
SERVICE L
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9 L.F.
1" COPPER
SERVICE L
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9 L.F.1" COPPERSERVICE LINE37 L.F.8" D.I.8" D
.I.8" D.I
.
REMOVE AND
RELOCATED EX.
TEMP HYDRANT
8" D.I.
50' R/W (PRIVATE)(PRIVATE)VAR. I.E.E.
&R.D.E.&
S.S.E.&U.E.
SEA BIRD W
A
Y 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
Know what's below.
before you dig.Call
R
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
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FEPRO STATE OF
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SECTION 2File Name:S:\60160HAM-S2\DWG\C700 Water Plan.dwg - C700Modified / By:March 18, 2019 4:41:27 PM / bhuffPlotted / By:July 1, 2019 2:16:14 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202 GRAPHIC SCALE
( IN FEET )
1" = 50 FT
LENGTH OF PIPE 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'
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.
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.
CONSTRUCTION LIMITS