HomeMy WebLinkAboutSite Development Plan Sheet 6>L
f.L
4 •,
. fiiJ
z
SEE SHEET NO.7
EARTHWORK:
1. EXCAVATION
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.
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 \EARTHWRK
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.
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS,
TREES, LANDSCAPING MOUNDS, LIGHT POLES
OR OTHER SUCH AMENITIES ARE NOT PERMITTED
IN THE RIGHT OF WAY.
Str. No.
G \STEq '
Type
Tc /Rim
Inverts
Dir.
805
STATE OF
MANHOLE
904.50
899.45
(NW)(E)
806
CONC. END SECTION
900.00
(SE)
807
X
CONC. END SECTION
z
900.00
(SW)
808
w
YARD INLET
905.20
900.28
(W)(NE)
809
r
YARD INLET
907.00
901.47
(W)(E)
810
co
CURB INLET
905.83
902.32
(W)(E)
811
1 `
CURB INLET
905.78
902.47
(E)
812
O
O
CONIC. END SECTION
900.00
(NE)
813
CURB INLET
905.15
901.35
(SW)(NE)
814
LO
M
CURB INLET
905.15
901.50
(SW)
815
Ln
CONIC. END SECTION
900.00
(N)
816
CONIC. END SECTION
'^
V /
900.00
(S)
817
CONC. END SECTION
900.00
(N W)
818
DBL. CURB INLET
906.81
903.05
(NW)(SE)
819
DBL. CURB INLET
906.81
903.20
(SE)
820
CONC. END SECTION
900.00
(Sw)
821
CURB INLET
908.49
904.15
(SW)(NE)
822
CURB INLET
908.17
904.33
(NW)(NE)
823
j
CURB INLET
908.22
904.47
(SE)
824
CONC. END SECTION
900.00
(W)
825
MANHOLE
909.50
902.44
(NW)(E)
826
CONC. END SECTION
903.00
(SE)
827
CONC. END SECTION
903.00
(N)
828
MANHOLE
909.30
904.07/904.65
(N)(W)(S)
829
CONC. END SECTION
905.00
(S)
830
MANHOLE
911.00
905.08
(NW)(E)
831
CURB INLET
910.99
905.26
(W)(SE)
832
CURB INLET
910.99
905.38
(W)(E)
833
CONIC. END SECTION
906.00
(E)
834
CONIC. END SECTION
903.00
(S)
835
CURB INLET
909.49
905.07
(N)(S)
836
CURB INLET
909.49
905.19
(N)(SE)
837
CURB INLET
909.09
905.38
(NW)(E)
838
CURB INLET
909.09
905.50
(W)
839
CONC. END SECTION
904.42
(N)
840
CONC, END SECTION
904.50
(S)
841
CONIC, END SECTION
904.94
(N)
842
CURB INLET
908.91
905.41
(S)
843
CONC. END SECTION
903.00
(SW)
844
CURB INLET
908.68
904.25
(SE)(NE)
845
DBL. CURB INLET
908.27
904.48
(W)(NW)
846
DBL. CURB INLET
908.27
904.60
(E)
847
CONIC. END SECTION
906.18
(W)
848
CONIC. END SECTION
906.21
(E)
875
CONC. END SECTION
898.74
(S)
11876
CONC. END SECTION
898.74
(N)
SCALE: 1 "= 50'
908.55
LEGEND
......... EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
848.0 PROPOSED GRADE
848 PROPOSED CONTOUR
PROPOSED SANITARY SEWER
�- PROPOSED STORM SEWER
- PROPOSED SWALE
PROPOSED 4' SIDEWALK (BY HOME BUILDER)
(UNLESS OTHERWISE NOTED)
35
853.0
LOT NUMBER
PAD ELEVATION
PAD SIZE 60'x60' (UNLESS OTHERWISE NOTED)
EMERGENCY FLOOD ROUTE "HOLEY MOLEY"
SAYS:
4" S.S.D. TO LOT
6" S.S.D.
mw 100 YEAR ELEVATION
FLOOD ROUTING
- 800 - 382 -5544
CALL TOLL FREE
- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
L0
O
z
80.00' 10'
E Lw
o
G \STEq '
z
°z
No.�
J
19358
-O
STATE OF
U)
L0
O
z
80.00' 10'
E Lw
o
N
U
z
°z
\
J
M,
00
U)
BENCHMARK
IRON PIN CONTROL POINT
SET BY P.I. CRIPE
ELEV.= 904.94
CAUTION
w
w
co
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.
v7
z
0
w
Of
Y
Q
W
F-
Q
0
N
} ' \
M m m J O
N ^II oN
N
O
Cn
N
W_
W
U
in
0
N
U
z
°z
>_
I
W
>
00
0
X
z
Q
Q
w
J
r
�
rn
co
U/)
of
I
N^
W
1 `
W
I
Z
O
O
00
z
w
o
LO
M
z
�
f-
Ln
'^
V /
00
0 O
z
O
z
Z
Q
LLJ o�3
Z W
W f):fO
:2 U�
O WV %
LLJ Q L /
O
Q
Ld Q
r) V) C)
W
W ()
F_
V)
SHEET NO.
6
OF � 7 SHEETS
JOB No. 42611
Q
z
Q
z
W
Q
U