HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 04STORM CHART
STR. NO.
TYPE
T.C. /RIM
INV.
DIR
802
CONC. END SECTION
755.00
SE
803
CURB INLET
762.19
756.64
NW,SE
804
CURB INLET
762.19
756.79
NW,SE
805
YARD INLET
763.10
760.10
NW
806
CONC. END SECTION
755.00
E
807
CURB INLET W/MH
761.96
755.87
W,E
808
CURB INLET W/MH
761.96
755.99
W,E
809
YARD INLET
763.30
756.19
W,E
810
YARD INLET
766.00
761.40/760.07
W,S,E
811
CURB INLET
768.24
763.88
S,N
812
CURB INLET
768.24
764.00
N
813
YARD INLET
776.60
771.87
W,S,E
814
CURB INLET
776.93
772.37
N,SE
815
CURB INLET
777.17
772.47
NW
816
YARD INLET
775.90
772.89
N
817
YARD INLET
777.30
773.10
W,N
818
CURB INLET
777.79
773.75
S,N
819
CURB INLET
77739
773.85
S
823A
CURB INLET
762.61
758.74
NW
823B
CURB INLET
762.61
758.84
N
832
CURB INLET
778.22
774.10
SW,E
833
CURB INLET
778.22
774.22
W,SE
834
MANHOLE
779.40
774.38
NW,E
835
YARD INLET
777.40
774.82
W
837
CURB INLET
777.82
773.24
W,E
838
CURB INLET
777.82
773.36
W
839
MANHOLE
778.50
773.50
SW,E
840
YARD INLET
777.40
773.92
W
841
MANHOLE
779.00
774.24
W,NE
842
CURB INLET
778.25
774.35
SW,E
843
CURB INLET
778.25
774.47
W,NE
844
YARD INLET
778.20
775.00
SW
877
CURB INLET
768.39
764.34
W,NE
878
CURB INLET
768.39
764.49
SW,SE
879
YARD INLET
771.00
767.50
NW
1848.01
870
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
<000
100
874.1
M.S.E.
M.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.
M.F.G.
N.P.
EARTHWORK:
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
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
MATCH EXISTING
MINIMUM FINISH GRADE (ELEVATION AROUND HOUSE)
NO PAD TO BE CONSTRUCTED
10' ASPHALT PATH
PROPOSED 6" UNDERDRAINS
EMERGENCY FLOOD ROUTING
t.-66 DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
(PER HAMILTON COUNTY
ROLL CURB SURVEYOR'S OFFICE STANDARDS)
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
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
ELEV.= 775 :59
774.1
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. Ali 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 filled. 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, compactiing 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 \EARTHWRK
STORM SEWER NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY 1HE CITY OF
CARMEL ON THE ANAL 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. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS- BUILT/RECORD 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
CERTIFICATION AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY
THE CITY OF CARMEL
PAD DETAIL
40'
COMPACTED FILL
7
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.
TOE OF SLOPE
VAR. D.U. L.M.A
778.88 1
770.8
225
773.9
1773.91
226
776.8
227
778.6
.E.
778.6
229
779.3
778.8
0.407
Tw
0 0
1 +00
879
EX
830
E
874
03
N
N
N
N
N
i
Sri
N
N
150 L.F. 12" R.C.P. 0 0.70%
10 D. -U.E.
0
L_
1776.6
0+00
10' D.&
15' D.U.
228
779.2
230
779.3N
&S.E.
149 •P
15' D.U &S.E.
1779.21
186
780.0
25' B.S.L.
20' D. &U.E.
0+50
T
1779.22
M.F.G.
780.6
0
N
0
U
0
0
0
N
�f
N
0
N
03
oci
N
N
O
w
0
J
w
0
0
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Lv
0
0
0
o N
N
233 M.F.G
N.P. 778.8r
10'
v�
1778.31 ui
0.40% °a
10 D.U. &S.E _I
234 M.F.
N.P. 779.5
232
N.P.
776.01
1779.01
235 M.F.G
N.P. 780.0
1779.5
1779.31
M.F.G
776.5
237 M.F.G.
N.P. 779.8
10' D.U. &S.E.
238 M.F.G
N.P. 781.3
2p D. &U E
dcti
25
239
781.3
236 M.F.G
N.P. 780.0
10' D.U. &S.E. I w
1779.31
in 105 L.F. 1 R.C.P. 0 0.40% 0
0
N
03
X84
N
N
N
N)
N
N
N
0
03
0
N
w
0_
0
w
0_
o_
0
1780.23
3 +04.04
"HOLEY MOLEY"
SAYS:
1 800 -382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
SCALE: 1"= 50'
011 11111 1111 4,
sTOEPp
,.\STE
a`��' No. i s
19358
STATE OF 4/
111 111 11111 1 1
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
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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SHEET NO.
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