HomeMy WebLinkAbout04090006 Cherry Creek Estates Sec. A, Large Plan pg. 041848.01
100
874.1
M.S.E.
M.F.P.G. MINIMUM FINISH PAD GRADES
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
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:
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)
1. EXCAVATION
FORM \EARTHWRK
LOT NUMBER
PAD ELEVATION
PAD SIZE 55'Wx40'D
(UNLESS OTHERWISE NOTED)
MINIMUM SUMP ELEVATION=758.50
MATCH EXISTING
PROPOSED 6" UNDERDRAINS
EMERGENCY FLOOD ROUTING
10' ASPHALT PATH
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
PROPOSED GRADE
N.P. 766.00
SECTION "B "B"
N.T.S.
1 r LAKES TO BE LINED
WITH A MINIMUM OF
18" OF CLAY LINER
STORM CHART
STR. NO. TYPE T.CJRIM INV. DIR
885 CONC. END SECTION 764.00 S
886 CONC. END SECTION 766.00 NE
887 CURB INLET 771.15 766.17 SW,NE
888 CURB INLET 771.73 766.39 SW,E
889 YARD INLET 769.90 766.79 W,N,S
890 YARD INLET 773.70 768.71 W,NE,S
891 CURB INLET 774.81 769.76 SW,N
892 CURB INLET 774.81 770.06 S,NW
893 YARD INLET 776.50 772.60 SE,NE
902 CURB INLET 773.84 770.04 E,W
903 CURB INLET 773.84 770.34 W
908 CONC. END SECTION 766.00 SW
909 CURB INLET 770.34 766.49 E,NE
910 CURB INLET 770.34 766.80 E,NW
911 YARD INLET 771.70 768.72 SE
912 CONC. END SECTION 766.00 N
913 YARD INLET 771.70 766.35 S,W
914 CURB INLET W /MH 774.45 766.79 E,NW
915 CURB INLET W /MH 774.78 766.91 SE,W
916 YARD INLET 775.00 767.30 E,N
917 YARD INLET 775.00 767.75 S,NW
918 CONC. END SECTION 768.00 N,SE
919 CONC. END SECTION 768.40 E
920 CURB INLET 780.44 775.22 W,E
921 CURB INLET 780.33 775.34 W,SE
922 CURB INLET 779.20 775.51 S,NW,NE
922A CURB INLET 779.20 775.63 N
923 MANHOLE 781.10 775.82 SW,NE
924 YARD INLET 780.30 777.00 SW,NE
929 CONC. END SECTION 768.00 NE
930 CURB INLET 780.90 776.171 772.10 SW,N
931 CURB INLET 780.90 776.53 S,NE
932 CURB INLET 781.21 777.08 SW,SE
933 CURB INLET 781.21 777.40 NW
934 CONC. END SECTION 768.00 NW
935 CURB INLET 773.10 768.32 N,SE
936 CURB INLET 773.10 769.22 S,NW
937 YARD INLET 774.00 771.22 SE
PROPOSED GRADE
4 4
1 1 F
N.P.= 768.00
SECTION "A "A"
N.T.S.
TBM #1:
CUT "SQUARE" AT THE NORTHWEST CORNER
OF CONCRETE BRIDGE DECK SUPPORT,
BRIDGE OVER EMILY VESTAL REGULATED
DRAIN ON CHERRY TREE ROAD,
APPROXIMATE WEST PROPERTY LINE
ELEV.= 766.31
TBM #2:
CUT "SQUARE" IN THE TOP OF CONCRETE
CURB IN THE SOUTHERN CURB RETURN OF
THE ENTRANCE ROAD FOR CHERRY TREE
ESTATES, JUST WEST OF THE WHEELCHAIR
RAMP
ELEV.= 775.52
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 rnaterial 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, 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
that field measurements and spot elevations can be verified by
not remove his equipment from the site until the Engineer has
tolerance.
the tolerance as stated above, so
the Engineer. The Contractor shall
verified that the job meets the above
EXISTING GRADE
LAKES TO BE LINED
WITH A MINIMUM OF
18" OF CLAY LINER
0 +00:. o*0s:
02111'
7:73.39
773.23
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
1 74:861
773.39
1776.36
LAKE #2
N.P.= 768.00
2 YEAR ELEV.= 768.90
10 YEAR ELEV.= 769.99
100 YEAR ELEV.= 771.44
BOTTOM ELEV. 760.00
1777,851
VAR, ::ILM:A E
PAD DETAIL
COMPACTED FILL
780: 5
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.
3 +50..
320
782.9
W.O.
TOE OF SLOPE
321
781.2 Q
W.O.
328
774.2
327
774.7
779.69
0 +00 0 +15
779.36
774:.1
0 +47.98
1779.20J
782.0
331
776.3
330
775.3
17;79.731
780:.3
101 D.U. &S.E.'
1780.421
138 L.F. 187 R.C.P. 0.325
D.U. &S.E..
EX. CEMETERY
781.0
r371-r715.7 78
2+001
1 781.1.1 1
316
782.3
20` D U. &S.S.
20' D. &U.E.
BEE
1780.951
336
779.0
335
776.9
772.4
/HK. L.M.H.
D.U. &S.E.
315
781.1
't B S. L.
777.4
776.3
774.1
771.60
778.3
0
N
50' W
4 00
.06
314
779.8
wog
10' D.U. &S.E.
(0 20' D.U. &S.S.E.
751
30 L. 21 ".:;R
339
777.9
340
776.8
342
775.1
343
774.0
1 10'....D..
345
772.6
3
777.9
0 S.L.
4 +50 5 +00 5.+.1
1776.611
20' D. &U.E.
20'1 B.S.L.
&S. E.
PROPOSED SEC.4
(UNDER CONSTRUCTION)
1775.251
"HOLEY MOLEY"
SAYS:
1 -800- 382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CANOE LAN
CAUTION
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.
JOB NO.
43405PLA -S6A
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