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REPLACE EXISTING STORM INLEt\\
WITH 5' DIA MANHOLE
CASTING NEENAH R -3278A
T.C. 757.00
FLOW LINE 757.50
SW INV. 752.53
NW INV. 752.68
NE INV. 752.53
758.12
757.62
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DRAM
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LEGEND
-9C
UTILITY MANHOLE
GAS SHUTOFF VALVE
WATER SHUTOFF VALVE
FIRE HYDRANT
GAS LINE MARKER
TELEPHONE PEDESTAL
POWER POLE
ACCES
0
AERIAL ELECTRICAL LINES
WATER LINE
BURIED GAS LINE
TOP OF CASTING
INVERT OF PIPE
REINFORCED CORRUGATED PIPE
IRON REBAR FOUND w /WEIHE ENGINEERS CAP
IRON REBAR FOUND (NO MARKINGS)
PK NAIL FOUND
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EXISTING
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757.06
0'
7,
TEMPORARY BENCHMARK IS A CUT CROSS
ON A NORTHEAST HEX NUT OF
FIRE HYDRANT.
ELEVATION 759.83
EXISTING
SAN ITAR
NEW T.e
0
S
S `s
6 ,5 j `SS 6 9 v '0'
CONCREE CURB (NP j?
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9 5757
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GENERAL GRADING PLAN NOTES
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758
7 5
PROPOSED F.F.E 759.14
6 NEW. SAN. CLEANOUT
T.C. 758.60
751.071
EXTENT OF NEW FLOWLINE OF DIT
DITCH GRADING
1. WORK INSIDE OF ROW TO BE COORDINATED
WITH CITY OF CARMEL.
2. CONTOURS SHOWN INDICATE MINIMUM CONTOURS REQUIRED
FOR PROJECT. ADDITIONAL GRADING BEYOND INTENT OF THIS DRAWING
SHALL BE COORDINATED WITH DEVELOPER.
PLAN NOTES
O1 MATCH EXISTING GRADE /NEW GRADE AT DEVELOPER PAVING UMITS.
C) EXCAVATE AROUND AND DOWN TO THE INVERT OF EXISTING PIPES.
PROVIDE GRANULAR FILL BASED ON DETAILS 10, 11, 14, AND 23
SHEET C7.
6
r
S
6'
79+
PP
VER
VC PIPE
OSSIBLE WATER OR
fge
WITH 1642A
HEAVY BRUSH
L
s
18,089 SQ. FT.
EXISTING INVERT
7 53
752
4' CONCRETE WALK
+60
3 60
757
758
9G
L5
752
753
s
6
ONE STORY BRICK !T °R75� 0.
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OFFICE BUILDING 7SEEM)
=758.62
751
lSL 0.507, SLOPE
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RE -GRADE EXISTING SWALE TO 's
's' PROVIDE POSITIVE DRAINAGE X5 9 0
0
BENCHMARKS
•6 9
s
6'
s
57
57
fi
1. TEMPORARY BANCHMARK: FINISH FLOOR ELEVATION OF
BUILDING NO. 3 (ACROSS STREET)
ELEVATION 760.00
2. TEMPORARY BENCHMARK: CUT CROSS ON A NORTHEAST
HEX NUT OF FIREHYDRANT ON WEST SIDE OF
PROFESSIONAL DRIVE. ELEVATION 759.83
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EXTENT OF NEW
DITCH GRADING
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6
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5'
6
57
Fl ►F3
6" STANDING CURB 6
W /GUTTER (TYP.) As
57
s
6
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OPOtED
755
OW UNE
75
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6" STANDING CURB
W /GUTTER (TYP.)
GENERAL NOTES
NEE I
3=86 INLET
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ASPHALT PAVEM ENT. 7 6
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�ON6RETE WALK
SOUTH LINE OF THE DEDICATION
OF RIGHT OF WAY PER INSTR.
NO. 87 -43509
'7>
SANITARY MH
T.C. 7 5.59
INV. 7 9.99,
>s SOO °22'00 "W (ASSUMED BEARING)
s.
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS ARE
OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTOR'S 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 CONTRACTOR'S 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.
753.9) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLY 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 CONTRACTOR TO
MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM
TO APPLICABLE LOCAL STANDARDS.
9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT
AS SET FORTH IN THESE PLANS.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE
REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE
DRAINAGE PRESERVED.
1 1) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT
INFORMATION.
12)INDIANA STATE DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS LATEST EDITION TO BE USED WITH THESE
PLANS.
SCALE: 1" 30'
0 15 30 60
NOTE:
THE BOUNDARY SHOWN ON THIS TOPOGRAPHIC SURVEY WAS
TAKEN FROM A PLOT PLAN AND LEGAL DESCRIPTION PREPARED
BY WEIHE ENGINEERS FOR DAN YOUNG CHEVORLET AS JOB
SAID SURVEY SHOULD BE REVIEWED REGARDING ANY QUESTIONS
CONCERNING THE PERIMETER BOUNDARY AS SHOWN UPON
THIS SHEET.
NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST
1255.00' r
1
1\'
"DON'T DIG BLIND"
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
CALL 1-800-382-5544
2 WORKING DAYS BEFORE YOU DIG.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLE
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 LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL 'HOLEY MOLEY'
1-800-382-5544
TOLL FREE
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ALLAN H. WEIHE P.E 8827
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