HomeMy WebLinkAbout04120003.10LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
848.0 PROPOSED GRADE
M.E. MATCH EXISTING
870 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
-9- - PROPOSED STORM SEWER
'°0o-- PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
100 LOT NUMBER
874.1 PAD ELEVATION
PAD SIZE: 60'X60'
(UNLESS OTHERWISE NOTED)
PROPOSED 6" UNDERDRAINS
DENOTES 4" SUBSURFACE DRAIN TO LOT
f DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
ALL PADS SHALL BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
D.U. &S.S.E.
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
L. M. A. E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
S.L.E.
SIGN LANDSCAPE EASEMENT
D. E.
DRAINAGE EASEMENT
B.S.L.
BUILDING SETBACK LINE
N. R.
NON RADIAL
N.A.E.
NON ACCESS EASEMENT
P.A.E.
PUBLIC ACCESS EASEMENT
T.P.E.
TREE PRESERVATION EASEMENT
R/W
RIGHT OF WAY
C. A.
COMMON AREA
BENCHMARKS
S&A TBM #1
1.0'± UP FROM GROUND ON EAST
SIDE ELECTRIC POLE. PWP #74 -693
10TH POLE FROM TOWNE ROAD ON S. SIDE
OF 146TH STREET.
ELEV.= 919.28
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30 _
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09 U' 150' R/ I o� X u
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SAO �5p / X ° 1 w 11 1 115.02' ®° 91 6.2
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1 9 cnG p 0% P.0.60% 4 cn H. P. LOQ%
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NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable (topsoil and /or clay) 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 bo 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.
C. Contact Carmel Utilities at 571 -2648 for location of all watermains.
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 0.05 feet above established subgrade. All other areas
shall not exceed 0.05 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
916
6
s 6a 26 92 728
20' D.U. &S.S.E. 729 917 8
/ 25' B. L.
� O .A g �P • 06 � / � co '� c0
15 R.C.P. w
X .. X o / / / � 0.29% = 86
rn 95 918.4 918.4 93 as a / o
919.9 1 � 918 0 ��� / / /k °° / / °�,0 85 916 9
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30 L.F. " R.C.P / 1 �, 'y °
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0.27 % �0
84 916.4 916.4 °
917.6 916.6
916.6 ! 15' D.E.
75x5 P �8 g�' S /G� / ��' / 0 1 85.00' 915.1':
978 89 gRKwq \ 9 Ss� \ ��� O � 91� . / /��'�� X50 0 / / / 9 < 8 3 � 916 6 x / 69.�s 916
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917.1 2 YEAR ELEV.= 912.54
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135.00' 10 YEAR ELEV.= 913.37
1 P' P�Si 100 YEAR ELEV.= 914.55
+ P\- BOTTOM ELEV. =N /A
I M - C. A. #7
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VAR. D.A. &S.S.E.&
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SEE SHEET #C200
"HOLEY MOLEY"
SAYS:
SCALE: 1 "= 50'
CAUTION
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UTILITIES SHOWN ON THIS PLAN ARE BASED
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FOR CALLS OUTSIDE OF INDIANA
CONTACT: C A R M E L UTILITIES
C. A. #8
(317) 571 -2648
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FOR WATER LOCATES
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135.00' 10 YEAR ELEV.= 913.37
1 P' P�Si 100 YEAR ELEV.= 914.55
+ P\- BOTTOM ELEV. =N /A
I M - C. A. #7
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VAR. D.A. &S.S.E.&
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I I ; / EIV
0' 0 VERFL CY
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SEE SHEET #C200
"HOLEY MOLEY"
SAYS:
SCALE: 1 "= 50'
CAUTION
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LOCATION OF ALL EXISTING UNDERGROUND
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UTILITIES SHOWN ON THIS PLAN ARE BASED
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UPON ABOVE GROUND EVIDENCE. (including,
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but not limited to, manholes, inlets, valves, &
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marks made upon the ground by others.) AND
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
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FOR WHICH THERE IS NO ABOVE GROUND
OL
EVIDENCE OR FOR WHICH NO ABOVE GROUND
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EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
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OF SAID EXISTING UNDERGROUND UTILITIES
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SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
- 800 - 428 -5200
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FOR CALLS OUTSIDE OF INDIANA
CONTACT: C A R M E L UTILITIES
W
(317) 571 -2648
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FOR WATER LOCATES
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41 m v 15' R.D.E. rn
Cn °° N 202
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36' B -B I N
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170 /w I I 80 o w
N 918.4 LAKE #3.
I J N.P.= 911.50
I ° ° I
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917.1 2 YEAR ELEV.= 912.54
I N
135.00' 10 YEAR ELEV.= 913.37
1 P' P�Si 100 YEAR ELEV.= 914.55
+ P\- BOTTOM ELEV. =N /A
I M - C. A. #7
1
VAR. D.A. &S.S.E.&
L. � E
I I ; / EIV
0' 0 VERFL CY
° I w
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SEE SHEET #C200
"HOLEY MOLEY"
SAYS:
SCALE: 1 "= 50'
CAUTION
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V)
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0
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FO 9� • => � w o
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19358
o STATE OF ::'�Q`
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LOCATION OF ALL EXISTING UNDERGROUND
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UTILITIES SHOWN ON THIS PLAN ARE BASED
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UPON ABOVE GROUND EVIDENCE. (including,
L.LJ
>
but not limited to, manholes, inlets, valves, &
Z
marks made upon the ground by others.) AND
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND
OL
EVIDENCE OR FOR WHICH NO ABOVE GROUND
J
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
- 800 - 382 -5544
OF SAID EXISTING UNDERGROUND UTILITIES
CALL TOLL FREE
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
- 800 - 428 -5200
L`
FOR CALLS OUTSIDE OF INDIANA
CONTACT: C A R M E L UTILITIES
W
(317) 571 -2648
I-
FOR WATER LOCATES
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SHEET NO.
C201
JOB NO. 47175S2