HomeMy WebLinkAboutDec 13 2001 04 Site Development PlanOf
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101
CONCRETE END SECTION *
895.50
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(NE)
103
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CONCRETE END SECTION *
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899.00
(SW)
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CONCRETE END SECTION
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899.00
(NW)
105
CONCRETE END SECTION *
903.00
(SE)
106
CONCRETE END SECTION
903.00
(SW)
107
CURB INLET W /MANHOLE
910.55
905.62
(NE)(SW)
108
CURB INLET W /MANHOLE
910.20
906.21
(NW)(NE)
109
CURB INLET
910.20
906.51
(NW)(SE)
110
MANHOLE
912.10
907.18
(W)(SE)
111
YARD INLET
912.00
908.83
(E)
112
CONCRETE END SECTION
903.00
(S)
113
CURB INLET
906.97
903.27
(NE)(SW)
114
CURB INLET
906.97
903.42
(NE)(SW)
115
CONCRETE END SECTION *
904.02
(NE)
116
CONCRETE END SECTION
899.00
(NW)
117
CURB INLET
902.85
899.51
(NW)(SE)
118
CURB INLET
902.85
899.60
(SE)
119
CONCRETE END SECTION
895.50
(NW)
120
CURB INLET
901.50
897.80
(NW)(SE)
121
CURB INLET
901.50
898.01
(SE)
' ULNUIL5 TRASH GUARD TO BE INSTALLED
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LEGEND
-aa - - EXISTING CONTOUR
EXISTING SANITARY SEWER
-o- = EXISTING STORM SEWER
® PROPOSED GRADE
-- PROPOSED CONTOUR
PROPOSED SANITARY SEWER
-�- - PROPOSED STORM SEWER
- --- <aaa -- PROPOSED SWALE
PROPOSED 4' SIDEWALK
(BY HOME BUILDER)
11 LOT NUMBER
905.7 PAD ELEVATION
PAD SIZE 50'x55'
HOUSE TO BE EXTENDED BACK TO 75'
AI SPECIAL DRAINAGE (FROM REAR OF LOT
L.
-----J TO FRONT AROUND HOUSE.)
0 4
PT/
1x358
STATE OF ! Q
DENOTES 4" SUBSURFACE DRAIN TO LOT
----*-DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
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 from area to be occupied by a road surface area and building pad. 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 of protective measure to be taken, If any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas to be excavated.
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
"HOLEY MOLEY"
SAYS:
1 - 800 - 382 -5544
CALL TOLL FREE
- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
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, do
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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