HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 051848.01
100
874.1
M.S.E.
870
ROLL CURB
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.
EARTHWORK:
1. EXCAVATION
SITE
A.
B.
C.
<000
M.E.
M.F.G.
N.P.
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
FORM \EARTHWRK
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
LOT NUMBER
PAD ELEVATION
PAD SIZE 60'Wx40'D
(UNLESS OTHERWISE NOTED)
MINIMUM SUMP ELEVATION= 758.50
MATCH EXISTING
MINIMUM FINISH GRADE
NO PAD TO BE CONSTRUCTED
10' ASPHALT PATH
PROPOSED 6" UNDERDRAINS
EMERGENCY FLOOD ROUTING
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
(PER HAMILTON COUNTY
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
BUILDER)
COMMON AREAS)
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 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.
GRADING
Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
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.
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.
1775.51 1
1776.21
1777.47
10 +00
1777.771
GR. CHG.
10 +36.68
1777.99
776.9
3 F QUIO LANf
1773.131
1775.58
GR. CHG.
3 +89.57
1777.00
1777.75
1778.251
1778.50
778.751
1779.04
1765.61
253
767.5
20' D &U.E.
765.4
20' D.U. &S.S.E.
0.40%
6 +00
SWALE 3.6%
264
770.8
M.F.G.
771.3
1769.081
267
770.2'
1769.0
1769.81
SWALE 5.2%
20' D.&U.E.
254
773.1
1771.071
1772.1
1770.71
1773.071
20' D.U..&S.S.E.
1772.5
268
774.8
25'
774.3
20' D.L
&S.E.
&S.S.E.
SWALE 2.3%
270 L.P. 18" R.C.P. 4.00%
249
776.5
SWALE, 1.6%
M.F.G.
778.5
269
778.0
M.F.G.
778.7
248
778.0
20' D.U. &S.S.E.
5
SWALE 1.37
20' D U.E.
1778.31
1777.21
257
778.6
247
778.4
20' D.
1778.1 1
M.F.G.
779.6
260
N.P.
M.F.G.
779.6
SWALE 1.6%
&U.E.
1778.1
20' D.U.
D.U. &$.E.
25' B.S.L.
S.S.E.
10' D.U. &S.E.
192 L.F. 15 R.C.P. 2.50%
M.F.G.
779.6
246
779.2
272
N.P.
25' B.S.L.
1778.51
15' Q.U. &S.E.
M.F.G.
780.6
20' D. &U.E.
M.F.G.
780.7
15' D.U. &S.E.
20' D. &U.E.
(779.22
0
N
a
LC) 0
0
co
245
779.8
238 M.F.G
N.P. 781.3
239
781.3
244
780.3
W.O.
C.A.
VAR. T.P.E.
3
1780.23
'65.0
762.3
0
0
N
0
20' D
S SE
25->
000 <v
1765.01'
VAR. D.U. &S.E.
0 0 0
N
M.F.G.
co
766.4
252
766.0
266
N.P.
•S,L
1765.1
15'
0 0 0
c0
20' T.P.E.
251
770.8
0 0 0 t
0 0 0
1769.01
20' D. &U.E.
M.F.G.
777.0
0 0 <1773. 0 0 0 0 0 0 0
5n 20 sWALE D. 0 3U.E. .3% 1 775.0
20' T.P.E.
M.F.G.
778.5
w
0
0
M.P.
O
oci
N
776.3
i M.F.G.
o 0 778.9
0
.L. &S.E.
20' T.P.E.
0 0 0
0 7.
SWAkF o.0%
M.F.G.
779.7
000 H.P.
1778.2n
20' D. &U.E.
20' T.P.E.
M.F.G.
780.3
0
1H 10' D.U. &S.E.
m
779.31
.04
774.1
"HOLEY MOLEY"
SAYS:
1 800 382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
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 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
COMPUANCE WITH THE DESIGN PLANS. AND AS APPROVED BY
THE CITY OF CARMEL
PAD DETAIL
CAUTION
40'
SCALE: 1"= 50'
COMPACTED FILL
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STATE OF c
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2
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
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, Sc
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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