HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. KDATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
PRC
CHECKED BY:
JCC
SHEET TITLE:
WATER DISTRIBUTION PLAN
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C701
XREF: 001BS
XREF: R: \4K \4409 \001 \DWGS \001 -TOPO
SHEET NO.:
C70
5/4" k COPPER SERVICE TINE
iNCLE METER PI r
8" GATE VALVE
FIRE HYDRANT
EXISTING
FIRE HYDRANT
1 1/2" K COPPER SERVICE LINE,
TO TWO METER PITS WITH
3/4" METERS (TYPICAL)
WATERMAIN
ERBIE PLACE
8 GATE VALVE I
WATERMAIN
FIRE HYDRANT
DETE
AREA #1
100 YEAR
ELEV= 843.88
ExISTING 8" WATERMAIN
8" TARRING TEE
L
L
V
ARANA DRIVE
EXISTING 8" WATERMAIN
E
TAPPING TEE
1
EXISTING 8" WATERMAIN
7
Q
C
IL1
Z
Q
CZ
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW''
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
1-1-8P-4 NEW FIRE HYDRANT ASSEMBLY
W /6" GATE VALVE AND TEE
NEW SANITARY SEWER
EXISTING SANITARY SEWER
NEW STORM SEWER
EXISTING STORM SEWER
EXISTING WATER MAIN
NEW WATER MAIN WITH VALVE
ASSUMED NORTH
SCALE: 1 =30'
1 1/2" SERVICE LINE WITH CURB
BOX AND VALVE AND METER PITS
NOTE:
1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE,
UNLESS NOTED OTHERWISE AND HAVE A MINIMUM
COVER OF 48
2. EACH HYDRANT VALVE SHALL BE CONNECTED TO
THE TEE AT THE WATERMAIN WITH ALL THREAD.
3. POSI -CAPS OR EQUIVELENT ARE REQUIRED ON
ALL WATER VALVE INSTALLATIONS.
4. NO WATER VALVES WILL BE PERMITTED BETWEEN
THE CURBS.
5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES
IS REQUIRED ON ALL STREET CROSSINGS.
6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH
ALL WATER MAINS.
7. WARNING TAPE IS REQUIRED 12" TO 18" ABOVE
ALL WATER MAINS.
8. 3/4" K COPPER SERVICE LINE FROM METER TO EACH
UNIT REQUIRED.
IB31E7NcCL Ifs
1BM1 RAILROAD SPIKE IN POWER POLE #838 -1812, 37 FEET EAST OF
RHORER ROAD EAST OF THE NORTHEAST CORNER OF HUNTER'S CREEK
SOUTH SECTION 1.
ELEVATION 840.23 (NGVD 1929)
TBM 2 NORTHWEST CORNER OF WALK AT THE STEPS FACING MARANA
DRIVE ON LOT 1 HUNTER'S CREEK SOUTH, SECTION 1.
ELEVATION 842.78
TBM 3 CUT "x" ON THE TOP OF THE NORTH SIDE OF THE AREA LIGHT
BASE ON SITE.
ELEVATION 847.85
TBM 4 CUT "x" AT THE TOP OF CURB ON THE CURB INLET ON THE
SOUTH SIDE OF MARANA DRIVE AT THE NORTHWEST CORNER OF THE
SUBJECT TRACT.
ELEVATION 857.86
TBM 5 TOP OF THE CONCRETE MONUMENT AT THE SOUTHEAST CORNER
OF LOT 39, HUNTER'S CREEK SOUTH, SECTION 1
ELEVATION 856.31
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No.
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STATE OF
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DATE: Zt ay
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTEI I FCTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
Q COPYRIGHTED BY THE SCHNEIDER CORP- (2003)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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