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1197
TC•739.35
(STORM)
EXISTING
UM PIM MIN
LEGEND
STORM SEWER
END SECTION
MANHOLE
STRUCTURE NO.
EXISTING 8' PATH
SANITARY SEWER
MANHOLE
INLET
PROPOSED FINISHED
FLOOR
BEE HIVE INLET
STRUCTURE NO.
SANITARY CLEANOUT
PROPOSED GRADE
PROPOSED GRADE BREAK
CONTOUR —788
PROPOSED
101
O C.O.
(STORM)
F.F.E. 743.40
SS (SANITARY)
.1:611I
(STORM)
19.10 Top of Curb
18.60 Bottom of curb
(SANITARY)
V/
T.C.
Cfl U) 1737.70
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TC=741.90
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739.45
f
EAST 9 REFT
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742.00
SWALE NOTE
THE SWALES SHOWN HEREON SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER.
I•
t
ENO SECTION
STORMWATER MANAGEMENT
END SEC11ON 1.37 ACRES
NORMAL POOL ELEV. 732.75
100 YR. W.S.E. 737.93
I
Cec ;3o -k 235 'CC'2 '14
j' 1441
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MASS EARTHWORK PERFORMED SINCE SURVEY.
EXISTING GRADES SHOWN ARE NO LONGER
REPRESENTATIVE, OF THE SITE. REFER TO MASS
EARTHWORK SHEET NUMBER 4, (DATED APRIL, 8,
2003, PERFORMED UNDER SEPARATE CONTRACT)
FOR APPROXIMATE GRADE FOR THE SITE.
TBM 1
HARRISON MONUMENT, SE COR. SE 1/4
SECTION 8- T17N -R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION' 740.75
0
GRADING GENERAL NOTES:
MATCH LINE
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APPF
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0 40 80
SCALE: 1" 40'
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD LOCATIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL ,NOTIFY THE
ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
3. PROVIDE POSTIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, PONDING
CONDITIONS EXIST.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size, and depth) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
6. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
7. ALL EXCESS DIRT TO BE REMOVED FROM SITE.
40
m
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APPROVAL
REVISIONS
REV. NO
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DATE
6 -19 -03
9/9/03
9/25/03
10/02/03
11/7/03
1
1
1
1
1
PROJECT NO
DATE
SHEET TITLE
SHEET NO
o r-
000 0 u IIII I ,k, iirrr
PZN AN...P, j
O• .••�G15TFRF•..
No.
:10000418; x
A STATE OF
N omilimittit0 00
RELEASED FOR CONSTRUCTION
DESCRIPTION
PARKING ISLAND REMOVED
CHANGE BULLETIN 4
CHANGE BULLETIN 3
CHANGE BULLETIN 4
CHANGE BULLETIN 6
MID- STATES Job Number: 121 -5345
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20- 01024.02
May 8, 2003
GRADING PLAN
06
of 15
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