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IPF (Marked "WEIHE
Wooden Foot Bridge
PERMANENT BENCHMARK
U.S.G.S NO. 201 OF LINE 116 AS OF 1935
0.8 MILES NORTH ALONG THE CHICAGO, INDIANAPOLIS LOUISVILLE RAILWAY (MONON
NOW ABANDONED) FROM THE STATION AT CARMEL, HAMILTON COUNTY, 31 YARDS SOUTH
OF MILEPOST B 167, 87 YARDS SOUTH OF U.S. HIGHWAY NO. 31 BRIDGE OVER THE
TRACT, 7 YARDS EAST OF THE EAST RAIL, AND 1 YARD WEST OF THE FENCE UNE.
A STATE SURVEY STANDARD DISK, STAMPED "201 AND SET IN THE TOP OF A CONCRETE
POST LEVEL WITH THE GROUND.
ELEVATION 829.532 (NGVD 1929)
TEMPORARY BENCHMARK
CUT ON THE SOUTH /SOUTHWEST BONNET HEX NUT OF THE FIRE HYDRANT LOCATED
30 FEET NORTH OF THE NORTH PROPERTY LINE AND 25 FEET WEST OF THE CENTERLINE
OF RANGELINE ROAD.
ELEVATION 811.14 (NGVD 1929)
N•$ °21 1
1 70.50
250.00'
Approx. Extents of 75'
Statutory Easement from
top of bank of Coo! Creek
FUTURE OFFICE BUILDING
limits of Zone B
Scaled from FIRM Map
Cool Creek
S.80
1.4 7 E.
Approx. limits of Zone B
Scaled from FIRM Map
REVISED SITE PLAN EXHIBIT 1hj�2OO1
Chain Link Type Fence (SELF STORAGE OFFICE SUITES)
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20' EX. SANITARY SEWER ESMT.
FUTURE PARKING
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S.88°42 '50 "W. (D) /S.88 °42'00 "W. (M)
N.88° 12'49 "E.
101.88'
N.68° 18'56 "E. 44.54'
TRAS
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18'
1
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65 PARKING
SPAC
f FUTURE ACCESS (UNDETERMINED)
1-
10'
758.70'
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GENERAL NOTES:
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL
PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND
STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION
OF ALL. EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO
STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK
SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN
QUALITY CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND
POSITIVE DRAINAGE PRESERVED.
11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT.
12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM
OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER
MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED.
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UTILITY EASEMENT
32
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LEGEND
REVISED SITE PLAN EXHIBIT 1/16/2001
1 0'
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. WATER VALVE
EXIST. YARD SPIGOT
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. POWER POLE W /LIGHT
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
AERIAL ELECTRICAL AND CABLE TV LINES
AERIAL ELECTRICAL LINES
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST. CONTOURS
PIPE END SECTION
RIGHT -OF -WAY LINE
SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
18'
S. 76 °34'58 "E.
60.95'
SMT.
24'
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8'
11 84
1
10'
N.85 °03'20"
37.58'
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Point Of Beginning
Entire Parcel
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Tracts One Two
(Instr. #90 -455)
Steel Guard Rail (Typ.)
Concrete Headwall (Typ.)
CONSTRUCTION
i3ubibot to oomp1ianoe with all Regulation§
of State and Lail Cap
DEP OF COMMUNITY SERVICES
CITY OF CARMEL I CLAY Tov*
MANIA
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATION OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIiED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTUCTION
PLEASE CALL "HOLEY MOLEY"
1 -800- 382 -5544
TOLL FREE
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NO.
8827
30, STATE OF
ALLAN H. WEIHE P.E. 8827
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