HomeMy WebLinkAbout036-01 C-205 Site Grading Plan - OverallGeneral Site Grading Notes
1. All grades at boundary shall meet existing grades.
2. All topsoil shall be placed in mounding areas and nonstructural fill
areas. Upon completion of mass earthwork, topsoil shall be spread to a
depth of four to six (4 to 6) inches in areas to be seeded such as lake
slopes, mound areas, areas between curb and clearing limits, and all
disturbed areas outside of building and parking areas, extra topsoil
shall be disposed of offsite.
3. Straw bale dams, sediment pits and silt fences shall be utilized to
control erosion. See erosion control plan for additional information.
4. Existing utility locations are approximate, contractor to field verify
horizontal and vertical locations prior to major earthwork, within the
proposed construction limits.
5. The intent of these plans is to use all fill material onsite.
6. Building pad and pavement areas designated for fill shall be constructed
of suitable fill material and compacted per specifications. All fill
areas for building areas, pavement areas and streets are to be stripped
of topsoil prior to placement of fill.
7. Contractor shall preserve existing trees wherever possible. Owner and
owner's representative shall be consulted for clearing limits. Clearing
limits shall consist of all trees within street areas, utility
installation limits and cut fill areas.
8. Topographic and planimetric information was provided by P.l. Cripe, Inc.
Any discrepancies shall be reported to the engineer.
9. After permits have been obtained erosion control measures installed,
the contractor shall grade building pad, garden center aprons to a
tolerance of ±0.1 ft. of subgrade as per division 2 compaction specifications.
10. immediately apply compact stone base for building pad to a tolerance
of ±0.04' (1/2 of the concrete subgrade as per division 2 specifications.
Stone shall be applied prior to excavating interior perimeter footings.
11. Compact maintain 30,000 sq.ft. of 6" thick stone material laydown
area 25 foot wide gravel access road to building. Laydown area to be
located by Lowe's project manager.
12. All existing structures, unless otherwise noted to remain, fencing,
trees, etc., Within construction area shall be removed disposed of
off site. Any burning on site shall be subject to local ordinances
Lowe's specifications.
13. Contractor shall notify all utility companies having underground
utilities on site or in right —of —way prior to excavation. Contractor
shall contact utility locating company and locate all utilities prior to
14. Site grading shall not proceed until erosion control measures have been
installed.
15. All concrete pipes shall be in accordance to astm —c -76 class Ill.
16. All drainage structures shall be pre —cast.
17. All drainage structures and storm sewer pipes shall
meet heavy duty traffic (h20) loading and be installed accordingly.
18. SiCP Smooth interior Corrugated Plastic Pipes fittings may be
utilized for pipe sizes 12" or smaller, from the following
A.D.S.—N12 MFRD. BY ADVANCED DRAINAGE SYSTEMS,
3300 RIVERSIDE DRIVE, COLUMBUS, OHIO 43221
(614) 457 -3051
"SURD LOCK" MFRD. BY HANCOR INC.
401 OLIVE STREET
FINDLAY, OH. 45840
1- 888 FOR —PIPE
LANE ENTERPRISES, INC.
34 STROHM ROAD
SHIPPENSBURG, PA 17257
(717) 532 -5959
SICP shall be installed per manufacturer's guideline
for heavy duty drainage applications.
General Site Work Notes and Specifications
1. The Contractor shall be responsible for obtaining or
verifying that all permits and approvals have been filed for
and are valid and in —force from the respective city, county,
state, and federal agencies prior to starting construction.
2. It shall be the Contractors responsibility to determine
the exact location of all existing utilities in the general
project area prior to beginning construction.
3. It shall be the Contractors responsibility to notify and
coordinate all construction with respective utility companies.
4. It shall be the responsibility of the Contractor to
maintain quality control throughout the duration of
construction. Failure to do so may result in the engineer
requiring that the defective work be removed and replaced.
5. Alt work will be performed in accordance with these plans
and specifications. Any and all changes to these plans and
specifications shall be approved by the engineer in writing
or said changes will be subject to removal and replacement
at no cost to the developer.
6. The contractor shall be responsible for verification of
all plan quantities and plan dimensions as shown herein.
7. Occupational Safety and Health Administration (OSHA)
Standards for Excavation, Final Rule 29 CFR Part 1926,
Subpart "P" applies to all excavations exceeding five (5)
feet in depth.
8. Any trench excavations exceeding twenty (20) feet in
depth shall require a trench safety system that has been
designed and /or approved in writing by a registered
professional engineer.
1. RETENTION PONDS SHALL BE LINED WITH 12" OF
COMPACTED CLAY SOILS DOMESTIC TO SITE.
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DATE
12/12.
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C -205
CSI PROD. #00 -113