HomeMy WebLinkAbout07050001 Westmont Sec. 1, Large Plan pg. 020
0 tiV gran)
B.W.P.
P.W.P.
P.W.P.
ELECTRIC
J BOX UNCTIONT
EXISTING POND
N.P.= 893.00
2 YEAR ELEV.= 894.66
10 YEAR ELEV.= 895.38
100 YEAR ELEV.= 896.51
BOTTOM ELEV. 885.00
P.W.P.
DRAWN BY:
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LIGHT POLE
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FLOW LINE
BEC BURIED ELECTRIC LINE
E OVERHEAD ELECTRIC LINES
BURIED CABLE T.V. LINE
CABLE T.V. LINE
BURIED TELEPHONE LINE
TELEPHONE LINE
WATER LINE
GAS LINE
SANITARY SEWER LINE; MANHOLE
STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET ENDSECTION
FENCE LINE
P. W.P.
o POWER POLES
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ELECT. TRANSFORMER
ELECT. PEDESTAL
ELECT. METER
GUY WIRE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS VALVE
CLEANOUT
WATER METER
WATER VALVE
FIRE HYDRANT
MAILBOX
INV. •89428 SW.
THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD ZONE A AS SAID TRACT PLOTS BY SCALE
ON COMMUNITY PANEL NO. 180081- 0205 -F OF THE FLOOD
INSURANCE RATE MAPS DATED FEBRUARY 19, 2003.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
WSE= 894.66
(NAVD 88)
BM TBM HISTORY:
TWO BENCH LOOPS WERE RAN: JRL RAN THE FIRST LOOP FROM THE HARRISON
AT 141ST AND TOWNE TO THE SITE AND THROUGH CONTROL POINTS ON SITE AND
BACK. CAC RUN THE SECOND FROM THE HARRISON AT 136TH AND TOWNE TO
THE SITE AND THROUGH THE TEMPORARY BENCH MARKS AND BACK. THE
ELEVATIONS ON THE HARRISONS CAME FROM A PREVIOUS BENCH LOOP RAN FOR S
A JOB NUMBER 41760 LAKESIDE PARK FROM BENCHMARK "LEE 2 AZI
JRL FIELD BOOK: 408, PAGE 134
CAC FIELD BOOK: 414, PAGE 40
REFERENCE BENCHMARK:
(FFS)
G
LEE 2 AZI— THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE ROAD AND WEST 131ST
STREET; IN THE SOUTHEAST QUADRANT OF THE INTERSECTION; SET IN THE TOP
OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A DEPARTMENT OF NATURAL
RESOURCES BRASS CONTROL STATION TABLET, STAMPED "LEE 2 AZI 1989
A HARRISON MONUMENT AT THE INTERSECTION OF 141st STREET AND TOWNE
ROAD, SAID HARRISON IS THE WEST QUARTER CORNER OF SECTION 21, TOWNSHIP
18 NORTH, RANGE 3 EAST.
A HARRISON MONUMENT AT THE INTERSECTION OF 136th STREET AND TOWNE
ROAD, SAID HARRISON IS THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 18
NORTH, RANGE 3 EAST.
TBM No. 1
A CUT "X" AT THE EAST END AND ON THE TOP OF A CENTER CURB ISLAND. SAID
CUT "X" IS LOCATED 70 FEET EAST OF THE INTERSECTION OF QUARTER HORSE
COURT AND BARREL RACER LANE IN THE WESTWOOD ESTATES SUBDIVISION.
TBM No. 2
A RAILROAD SPIKE, 1 FEET ABOVE THE GROUND, IN THE SOUTH SIDE OF POWER
POLE No. 774. SAID POLE IS LOCATED 70 FEET EAST OF THE CENTERLINE OF
AUTUMN WOODS DRIVE (ENTRANCE OF SADDLE CREEK SUBDIVISION), 40 FEET
NORTH OF THE CENTERLINE OF 141st AND 10 FEET NORTHEAST OF A FIRE
HYDRANT.
BENCH NOTES TYPED BY: JWM 6/22/2005
CHECKED BY: RJC 6/23/05
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PROPOSED FLOODWAY FLOODWAY FRINGE PER
STOEPPELWERTH ASSOCIATES INC., STUTZ ALMOND
DRAIN HEC -RAS MODELING DATED NOVEMBER 15, 2007.
PROPOSED 100 -YEAR BASE FLOOD ELEVATION PER STOEPPELWERTH
ASSOCIATES INC., STUTZ ALMOND DRAIN HEC -RAS MODELING
DATED NOVEMBER 15, 2007 (NGVD 88).
GEORGE
DRIVE
ELEVATION: 917.518' (NAVD 88)
ELEVATION: 911.36' (NAVD 88)
ELEVATION: 910.91' (NAVD 88)
ELEVATION: 903.64' (NAVD 88)
ELEVATION: 898.24' (NAVD 88)
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 IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
SCALE: 1 80'
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including, but
not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE 15' NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
19358
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SHEET NO.
CHECKED BY:
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C100
S A JOB NO.
52415PLA
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