HomeMy WebLinkAbout09040018-23 09050009 Rangeline Road Self Storage Large Plan R1
San MH
T.C.- 810.
N Inv -804.4
E Inv -803.8 GA
W Inv -803.9
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6" WAT; MAIN
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6" FIRE LINE
FD CONNECTION
FIRE HYDRANT
AND VALVE
1 /_2" DOMESTIC LINE
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FIRE UNE (SIZED BY OTHERS)
"Northern Parcel"
A part of
LANCASTER REALTY, LLC
Inst. No. 2005 -41017
2.398 acres,
E(A)_____
Approxim
Edge of Woods
Wooded Area
Wooded Area
Approximate
Edge of Woods
Wooded Area
San MH
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etc! End
Section
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T. Red.
Y rd Light
I Y ord Light
ign
No aerial
fines
P WPL
9
Stone Wall
"NORTHSIDE TRAILER"
One Story Brick Metal Sided Building on Slab
8
HVAC
Rolled Curb with Gutter
Bo/lard
(tYP.)
COOL CREEK BOULEVARD
Mini —Barn on skids
P wP
Xfmr
Block Wall
Dump ster
Pad
X
-0
10•■
7
DHVAC
Fuel Tank
EM
"Southern Parcel"
A part of
LANCASTER REALTY, LLC
Inst. No. 2005 -41017
2.311 acres,
FLOOD FRINGE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
6
FLOOD FRINGE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
6
DENOTES BFE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
Timber
Retain
Wall
Approx. Top of Bank
Light
5
5
1
1
4
4
APPROXIMATE FLOODWAY OMITS
PER FIRM MAP #18057CO207F,
DATED FEB. 19, 2003
15
0
1
APPROXIMA FLOODWAY UMITS
PER FIRM #1805CO207F,
DA D FEB. 9, 2003
3
TAC SU
15' Water Sewer Easement
per Deed Book 234, Page 179
8 C/L 15' Water Sewer Easement
as referenced in Inst. No. 2005 -41017
and as shown on prior surveys
C/L 15' W er Sewer Easement
as describ in Deed Book 234, Page 179
3
DENOTES BFE PER APPROVED
LOMA CASE NO. 07- 05 -4196A
PREPARED BY EMH &T, INC.
APPROVED ON JULY 3, 2007
I TTAL
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
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
FIRE HYDRANT
WATER METER
WATER VALVE
YARD SPIGOT
MONITOR WELL
GAS METER
GAS VALVE
STORM INLET
ELECTRIC METER
POWER POLE
POWER POLE W /LIGHT
POWER POLE W /TRANSFORMER
LIGHT POLE
GUY ANCHOR
TELEPHONE PEDESTAL
MANHOLE
SANITARY SEWER LINE
STORM SEWER LINE
RIGHT —OF —WAY LINE
SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED E' JWOFF
BLUE HYDRANV PAVEMENT MARKER
PROPOSED WATER VALVE
THERE SHALL BE NO FRAY ES, CASTINGS, OR VALVE BOX
EXTENSIONS IN THE STREET PAVEMENT, CURBS, S DEWAL <S, OR
ASPHALT PATH FOR ANY UTILf Y INSTALLATIONS IN T —E
RIGHT —OF —WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
SCALE: 1" 30'
0 15 30
60
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORK/NG 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.
DATED 4/7 0/
7
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JAMES E. SHIELDS JR. P.E. 10201333
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