HomeMy WebLinkAbout09040009-10 Glick Indoor Self Storage Large Plan Pg 1810
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San MH
T -C.- 810.24
N Inv -804.4
E Inv- 803.8 GA
W Inv -803.9
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AUX. 6" FIRE LINE
FD CONNECTION
FIRE HYDRANT
AND VALVE
FIRE LINE (SIZED BY OTHERS)
DOMESTIC LINE
Light
GIB
8
Light
COOL CREEK BOULEVARD
„-2' Rolled Curb with Gutter
Bollard
(tYP.) o 0
"NORTHSIDE TRAILER"
One Story Brick Metal Sided Building on Slab
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Mini -Barn on skids
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Block Wall
Dumpster
Pad
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"Northern Parcel"
A part of
LANCASTER REALTY, LLC
Inst. No. 2005 -41017
2.398 acres,
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17 77
m outh re n Parcel"
Apart of
LANCASTER REALTY, LLC
Inst. No. 2005 -41017
2.311 acres,
6
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8" \I°'
Timber
Retaining
Wail
--Approx. Top of Bank
Light
5
Wooded Area
805 7Flowline, Ditch
5
Approximate
Edge of Woods
(Drip Line)
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Wooded Area
4
Wooded Area
Wooded Area
Approximate
,Edge of Woods
(Drip Line)
San MH
T. C.-804.17
N/S Inv -800.7
W Inv-801.3
15
0'
5' Water Sewer Easement
per Deed Book 234, Page 179
C/L :5 Water Sewer Easement
as referenced in inst. No. 2005 -41017
and as shown on prior surveys
C/L 15' W er Sewer Easement
as describe in Deed Book 234, Page 179
3
TAO SUB
ITTAL
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY
For installation of Storm Mains, Water Mains, Sanitary Mains, Water
Service Laterals, Sanitary Service Laterals under City streets,
regardless of jurisdiction of the utility, the minimum cover from the
top of the installed pavement to the top of the installed pipe shall
be the pavement section thickness (all bituminous and aggregate
material above the subgrade) plus 1 —0 but under no
circumstances shall the cover along any part of the pipe from the
final pavement elevation to the top of the pipe be less than
2.5 —feet. If the standard practice of the utility that has jurisdiction
over the installation has a more stringent cover requirement, the
more stringent requirement shall govern.
Cover heights for reinforced concrete pipe storm sewer that are less
than those required will be evaluated on a case by case condition
and approved only with written permission by the city engineer.
WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND
WITHIN RIGHT —OF —WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
Bedding, Haunching and initial backfill requirements and compaction
for water mains, water service laterals, sanitary mains and sanitary
service laterals shall be in accordance with the standard practice of
the utility that has jurisdiction over the installation.
FINAL BACKFILL
Final backfill for water mains, water service laterals, sanitary mains
and sanitary service laterals under and within 5 —feet of pavement
or sidewalk or other paved areas and for all installations within City
right —of —way shall be B— Borrow for Structure Backfill meeting the
material requirements of the INDOT. The material shall be approved
by the City of Carmel Department of Engineering at time of
installation. Final backfill shall be compacted in 6 —inch maximum
lifts to not less than 95% Standard Proctor Density for the entire
depth of the material placed. The backfill for the top 6— inches of
the excavation below the start of the aggregate sub —base of the
pavement shall be No. 53 Stone meeting the material requirement
of the INDOT and shall be compacted to not less than 95%
Standard Proctor Density. If the standard practice of the utility
that has jurisdiction over the installation has a more stringent
backfill requirement, the more stringent requirement shall govern.
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LEGEND
SCALE: 1" 30'
2
30
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. WATER VALVE
EXIST. YARD SPIGOT
EXIST. MONITOR WELL
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. POWER POLE W /LIGHT
EXIST. POWER POLE W /TRANSFORMER
EXIST. LIGHT POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
RIGHT -OF -WAY LINE
SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED BLOWOFF
BLUE HYDRANT PAVEMENT MARKER
PROPOSED WATER VALVE
THERE SHALL BE NO FRAv1ES, CASTINGS, OR VALVE BOX
EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWAL
ASPHALT PATH FOR ANY UT L INSTALLATIONS IN THE
RIGHT —OF —WAY WIT T E EXCEPTION OF CURB INLET CASTI
<S, OR
NGS.
FIRE HYDRANT TO BE PRIVATE AR
RED IN COLOR.
60
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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JAMES E. SHIELDS JR. P.E. 10201333
SHEET NO.
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PROJECT NO
DATED 6 4/2009 W09-0041
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