HomeMy WebLinkAboutC5 Grading Plan742.70
742.80
742.30
742.80
742.30
737.80
737.80
737.70
739.20
743.10
742.60
742.10
742.70
742.20
742.10
742.41
742.60
742.10
742.35
azi
IP I 6L?r�I
Ewer
742.75
741.75
741.20
SALES
F.F.E. 743.40
742.56
742.16
742.55
742.15•
743.30
743.50
743:00
42.90
743.30
743.30
743.20
742.70
743.30
742.40
741.90
25' INGRESS/ LESS G.C.
UTILITY EASEMENT
742.20
743.30
742.70
743.30
742i80
743.30
742.80
iv A
42.00
743.20
742.70
742.70
742.20
742.50
742.00
742:80
742.30
42.00
742.40
741.90
741.90
743.10
742.60
743.30
742.80
743.30
742!80
742.80
742.90
742.40
742.20
741.70
742.20
41.70
,742.60
742.10
741.05
741.60
741.10
743.00
742.60
742.40
741.90
741.50
741.00.
743.30
742.80
739.65
739.15
739.15
739.65
742.70
742.20
742.30
741.80
743.20
742.70
739.67
743.00
742.50
742.90
74 .40
742.10
742.50
742.00
742.60
742.10
7 0.42
743.20
742.70
742.60
742.10
hr
rKwrr
741.74
741.24
a Al! r:
rte. ice.
742.90
742.40
742.60
742.10
FBI
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742.10
742.20
741.00
743.00
742.50
742.70
742.30
741.80
742.60
742.10
743
742.80
742.90
742.40
742.80
742.30
742.60
742.90
742.40
741.90
41.70
742.70
739.66
1,71-
743.10
742.30
736.1
736.80
742.60
743.50
743.10
743.00
741.75
743.20
743.10
743.30
743.20
743.30
742.95
743.20
742.60
742.10
743.00
742.30
742.90
742.40
742.50
742.00
743.00
741.10
743.00
743.00
742.50
742.70
742.20
742.95
742.00
742.60
742.90
742.40
742.25
741.75
742.40
741.90
741.40
742.30
742.45
741.95
741.90
742.00
742.60
742.10
742.90
742.40
742.20
742.80
742.30
742.20
742.65
742.90
742.40
742,70
742.85
742.45
743.05
742.55
742.60
742.10
742.50
742.80
742.20
742.50
742.60
742.10
742.60
742.10
742.60
742.10
742.25
741.75
741.90
742.20
741.7Q
742.40
742.50
742.00
MI NW
fiallg
742.80
742.50
P L Y'I!1
742.40
738.90
.P
739.20
743.20
742.70
742.111
743.101
T.C. 3
1741.901 c.
1
742.40
741.90
743.10)
(743.20
742.19
742.15
(743.20)
743.30
742.15
742.40
T.C.
1741.401
743.30
(742.90 i
(737.50
743.30
(743.30
742.80
743.30
743.30
c o T.C.
743.25(
743.30
743.20
y A
c 736.53
SWALE \SWALE S
737.02
.F.E.= 743.40
742.40
741.90
742.70
742.50
743.10
742.50
T.C.
(741.40
742.30
741.80
742.30
741.80
741.80
743.301
742.24
T.C.
41.40
742.30
736,05
741.70
742.90
742.40
742.20
742.30
741.80
742.60
742.10
742.70
742.70
735.56
742.50
742.50
742:95
742.00
734.60 734.90 0.60%
743.00
735.20
(742.64
(742.50
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735.88(
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;L
GRADING GENERAL NOTES:
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.
(STORM)
MATCH ONE
SEE SHEET C6
LEGEND
EXISTING PROPOSED
C'7A I `A
rte
STORM SEWER
SANITARY SEWER
MANHOLE
INLET
END SECTION
BEE HIVE INLET
STRUCTURE NO.
SANITARY CLEANOUT
PROPOSED QRADE
CONTOUR 788
PROPOSED FINISHED
FLOOR
PROPOSED GRADE BREAK
MANHOLE
STRUCTURE NO.
1 01
SWALE NOTE
11-IE SWALES SHOWN HEREON SH ALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCT] ON PLAN S.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMI TTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND VVILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER.
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.
0 40 80
18.60 Bottom of curb
Top of Curb
NMI
SCALE: 1" 40'
(STORM)
(SANITARY)
(SANITARY)
TBM 1
.HARRISON MONUMENT, SE COR. SE 1/4
'SECTION 8-T17N-R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION 740.75
REV. NO
CD
CD
-4-
0
un
ital
mun
Le
<Nom
CD
APPROVAL
REVISIONS
DATE
9/9/03
9/25/03
10/02/03
11/07/03
CO
Nzt
PROJECT NO
DATE
SHEET TITLE
0
0
0
a.
I-
1*(100004181*r!
STATE OF ict
6 1
RELEASED FOR CONSTRUCTION
DESCRIPTION
CHANGE BULLETIN 4
CHANGE BULLETIN 3
CHANGE BULLETIN 4
CHANGE BULLETIN 6
0
0
o
M1D-STATES Job Number: 121-5345
In
13 VI'
o
0
LLI
0
0
CO
'2
0
0
a. 4
20-01024.02
May 8, 2003
GRADING PLAN
C5
of 15