HomeMy WebLinkAboutSite Development Plan Sheet 9EARTHWORK:
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.
SCALE: 1 "= 50'
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LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
48701 PROPOSED GRADE
THIS SHEET IS REFERENCE
848 PROPOSED CONTOUR FOR EARTHWORK EXCAVATIONS
PROPOSED SANITARY SEWER ONLY.
--*- PROPOSED STORM SEWER
---- <ooa PROPOSED SWALE
PROPOSED 4' SIDEWALK (BY HOME BUILDER)
(UNLESS OTHERWISE NOTED)
35
853.0
0
LOT NUMBER
PAD ELEVATION
PAD SIZE 60'x60' (UNLESS OTHERWISE NOTED)
EMERGENCY FLOOD ROUTE
"
4" S.S.D. TO LOT HOLEY MOLEY" SAYS:
6" S.S.D.
100 YEAR ELEVATION
FLOOD ROUTING
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, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILITIES
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.
9
OF 37 SHEETS
JOB No. 42611
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