HomeMy WebLinkAbout03090002 Cherry Creek Estates Subdivision Section 2 Large Plan pg. CSTORM CHART
STR. NO.
TYPE
T.C. /RIM
INV.
DIR
69
CONC END SECTION
754.24
NW
70
CONC END SECTION
755.50
SE
71
CONC END SECTION
755.50
SW
72
CURB INLET (TL) W/MH
765.60
755.86
NE,SW
73
CURB INLET (TR) W/MH
765.60
755.92
NW,SE
74
MANHOLE
766.70
756.08
SE,SW
75
YARD INLET
760.00
756.37
W,NE
76
YARD INLET
761.00
757.51
757.63
W,E/N
77
YARD INLET
761.30
758.06
758.23
E/S
81
CURB INLET (TL)
767.79
764.08
N,S
82
CURB INLET (TR)
767.79
764.20
N
83
CURB INLET (TR)
767.23
763.59
N,S
84
CURB INLET (TL)
767.23
763.71
N.SE
84A
MANHOLE W /CB
769.30
763.96
NW,SE
84B
YARD INLET
769.80
766.31
N
85
CONC END SECTION
755.50
W
86
CURB INLET (TL)
765.42
755.85
W,E/N
87
CURB INLET (TR)
765.42
755.91
E,SW
88
CURB INLET (TR)
764.52
755.96
NE,SW
89
CURB INLET (TL)
764.52
756.02
N
90
YARD INLET
759.00
757.00
E
91
CURB INLET (TL)
759.81
756.70
W,E/N
92
CURB INLET (TR)
759.81
756.40
W,SE
1848.01
870
<000
100
874.1
M.S.E.
D.U. &S.S.E.
D.U. &S.E.
D. &U.E.
L.M.A.E.
S.L.E.
D.E.
B.S.L.
N.R.
N.A.E.
T.P.E.
R/W
C.A.
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
LOT NUMBER
PAD ELEVATION
PAD SIZE 60'Wx40'D
(UNLESS OTHERWISE NOTED)
MINIMUM SUMP ELEVATION-758.50
M.E. MATCH EXISTING
SD SPECIAL DRAINAGE
(FROM REAR OF LOT TO FRONT AROUND HOUSE.)
PROPOSED 6" UNDERDRAINS
EMERGENCY FLOOD ROUTING
(PER HAMILTON COUNTY
ROLL CURB SURVEYOR'S OFFICE STANDARDS)
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACK LINE
NON RADIAL
NON ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
FLOODWAY PER HEC -RAS CALCULATIONS BY
(FWS) STOEPPELWERTH ASSOCIATES, INC. DATED
FEBRUARY 3, 2003.
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
S &A TBM #1:
PWP #056462 ON WEST SIDE CHERRY TREE 1400 CHERRY
TREE RD APPROX. 1'± ABOVE EXISTING GROUND EAST SIDE OF
POLE MINI RAILROAD SPIKE
ELEV.= 778.56
S &A #2:
NORTH BONNET NUT ON FIRE HYRDRANT LOCATED ON WEST
SIDE STUB OF KICKAPOO LN. JUST NORTH OF KICKAPOO LN.
AND ARAPCHO CT. INTERSECTION IN DELAWARE TRACE
SUBDIVISION
ELEV.= 762.05
S &A #3:
MANHOLE TC INTERSECTION OF STONE PINE TRAIL AND
THORNWOOD DR. 5806 STONE PINE TR. IN STONE
HAVERSTICK SUBDIVISION
ELEV.= 764.14
S &A #4:
TOP STEP ON STOOP SW COR. OF ENTRY TO WELL #17 SW
COR. OF STOOP ON PROPERTY EXCEPTION
EARTHWORK:
1. EXCAVATION
ELEV.= 775.59
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall
be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the
Developer to be excavated or fillled. Topsoil should be stored at a location where it will not interfere
with construction operations. The topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1- 800 382 -5544 within Indiana or 1- 800 428 -5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas
shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM \EARTH WRK
SECTION 19
N
N
1775.0
CHERY CREEK ESTATES
SECTION 1B
:773.7
CHERY CREEK. ..ES...A.TE:S
122
775.5
1773:,.551
92.00'
0
0
92.00'
3.14 L.P.
0+00 0 +05.39
T
773.9
LO
1773.54
I w
1773.6
1
20' T.P.E.
1770.1
wf
vi
0
:0
2
0 +50
1773.741
74
774.6
1769.4
EMI
17172.5
6
5' B.L.
92.00:•
90.00' 774.31
20' D.U. &S.S.E. f
(7
0
0
Sri
1772.81 SWALE O.0% SLOPE'' 1773.31
92.00'
121
774.8
1+00
1773.9.9.
25'
1774.1 1
B.L.
17 6. 7 .21
0.50%
N
1774.51
90.00'
75
775.1
180 L.F. 6" S.S.D. PRIVATE
TO BE MAINTAINED BY HOME
OWNERS ASSOCIATION
20' D.E.
90.00' 90.00'
0
0
1767.01
1769.2
1769.61
1774.241
0 o
H.P.
177? 0.71
N
N
N
ROO
H.P.
1+50 1+88.69
120
774.8
Lri
r-
773.7
20'
92.00'
92.00'
P E.
0
1774.411
.9.0
15' D.U. &S.E.
0 +00
STORM SEWER NOTE
THE STORM SEWER SYSTEM 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 710 SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
aTY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS- BUILT/F2ECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT
ER11FICATION AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF
STORM PIPE AS IT IS 3 NG INSTALLED TO ENSURE
COMPUANCE WITH THE DESIGN PLANS. AND AS APPROVED BY
THE CITY OF CARMEL.
1 15' D.E.
1770.681
90.00'
5" B.L.
0.50%
103
771.7
77.4.31
15' D.U. &S.E.
767.71
1774.21
273 L.F.
RISER
TC= 773.8'
76
775.1
90.00'
90.Od
99
771.9
770.9
0 11
90.00'
EXISTING PLAYGROUND
ENCROACHES .ONTO SITE
(TO: BE REMOVED).:
0 +50
1770.931
20' D. &U.E.
0
0
20' D. &U.E.
1769.71
1770'.1
2 +50
1771.21
0
770.6
769.91
-E--
>o O. O O O
SWALE 100% SLOPE
20' O.E.
1765.01
765.41
5' B.L.
104
771.5
90.00'
SWALE 1.00% SLOPE 1 90.00'
92.00
119
774.5
1773.591
02
Ni
I\
Lri
6)
H.P.
771.09
92.00'
0
0
0
M
20' D.U. &S.S.E.
1773.21
0 0
1772.61
20' D.U. &S.S.E.
274 L.F.
90.00'
768.71
15' D.E.
1772.61
1.80%
3 +00
1772.691
0
0)
rn
N
N
90.00'
90.00
15' D.E.
98
771.9
0
1 +50
1768.8
1770.4
1770.81
25' B.L.
77
773.8
770.521
1770.81
(770.2'
N
0
0
1771.791
1764.51
1764.41
r`
n
0
0
Sri
(771.71
778.1
0
774.1
0
N
92.00'
20'
0
0
0
M
1.20.%
1.48%
90.00'
105
2 +00
1769.921
771.1
90.00'
H.P. 92.04'
118
772.9
3 +50 4+ 00
1772.0
766.71
1770.91
1770.891
gfnn'
0.50% 8 SDR 35 PVC
90.00'
PAD DETAIL
90.00
97
770.7
rr
0
1766.21
1768.41
1768.81
0
0
0
OSAGE DRIVE
0
I
m
a
0
tr
15' 3.E:..
20' D. &U.E.
20' D.U. &S.S.E.
78
772.4
SWALE TO BE INSTALLED
1769.8
768.61
1
1764.4
25' B L.
20' D.0 &S.S.E.
8" SOR 35 PVC
•1 IS
TANANA DRIVE
2 +50 3 +00
I
769.321
20' D. &U.E.
92.00
GRD. CHG.
4 +54,74
1769.901
77
N
40'
1764.51
0
0
Lri
i p O: O 0 0 0 A..O
'SWALE 1.00% SLOPE
20'
N
92.00'
1770.81
D
0
0
771.11
COMPACTED FILL
90.00'
25' B.L
106
770.1
DELA:WAR.E TRACE
SECTION 3
INST.. #9909930367
90.00
SWALE. 2.89%. SLOPE
117
771.2
270 L.F.
25' B.L..:
79
771 .5
'7
1768.72
(763.91
0>
N
1769. 21
5 +00
1769.061
90.00'
90.00
0
0
0
0 cri
c0
0
0
0
1763.61
765.81
1766.21
84
10%
96
769.7
:.0
15' D.E.
1768.71
1766.01
1765.61
V)
6
B
1769.81
20'
1763.51
1763.41
1768.151
TOE OF SLOPE
T.P.E.
0
0
GRD. CHG.
3+50
92.00
116
769.5
92.00'
90.00'
90.00'
00
1770.0
90.00'
95
768.7
M.S.E.
H.P.
761,31
767.5
C? 0.42%
20' D.U. &S.S.E.
90.00'
4" GARAGE SLAB
0
360 L.F.
4 +00
0
1767.87
20' D.&U.E.
107
107
769.0
M.S.E.
1
0
a
0
11 L.F.
5.00%
15" R.C.P.
77
10
20
8
770.3
12" 1 BLOCK
1 I
0
0
ci
0
rr)
J
0
763.6
03
N.
0 0 0
w
v1
0
0
0
II
D.&U.E.
u)
0
1'
17E3.41
1767:51
1763.51
3.0
20+DTU_S
76
H.P.
15' D.E.
oci
o
Lri
4" SUMP
DRAIN
4+50
90.00'
768.4
M.S.E.
115
767.8
M.S.E.
92.00'
Pr'
762.0
0.50%
TYPICAL FOUNDATION
svoi Ina)
Y CREEK ESTATES
243 L.F.
90.00
co
MEP
rim% uph
8" SDR 35 PVC
81
M.S.E.
94
M.S.E.
B.L.
20' D.E.
90.00'
TOP OF WALL
18'
0
761.51
0.50%
5+00 5+50
1767.371 1767.111
0.47%
SUMP PIT
4" SLAB
ci
20' D.U.&S.S.E.
SDR 35 PVC
90.00'
109
768.0
90.00'
92.00'
114
767.5
M.S.E.
92.00'
764.0
PAD GRADE
M.S.E.
WA TER TABLE
21" R.C.P.
15' D.E.
93
767.8
M.S.E.
co
0
1763.1
82
co
GRD. CHG.
T 1766.241 1765.94
176 1765.691
341 L.F.
SWALE /78% SLOPE
176 7.21
1764. 01
25'
767.7
25'
Lri
62.85'
69.44'
92.00'
0.50%
1761 .9 1
20' D.E.
1 766.611
92.10'
[762.0
75
176 0.01
113
766.5
M.S.E.
8+50
25'
M.S.E.
90.00'
15' D.E.
767.5
M.S.E.
0.42%
83
767.5
Li] CN
cri
.4
0
tri
17f I
20' T.P.E.
cn
2 .53'
to h
l
CV
311:4 41)
1766.421 o6
"HOLEY MOLEY"
SAYS:
20' D.&U.E.
111.68'
1 -800-382-5544
CALL TOLL FREE
1 -800-428-5200
FOR CALLS OUTSIDE OF INDIANA
84
767.0
M.S.E.
105.60'
M.S.E.
8" SDR 35 PVC
20' D.U.&S.S.E.
To
CAUTION
CO
UAW,
9+00 9+50 9+94.74 10+14.7
L.P. GRD. CH
30 L.F.
co L6.-
o w E
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, 8c
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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0
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SHEET NO.
C200
JOB 43405S 2
