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1. SCOPE OF WORK
A. Extent: The work required under this section consists of all excavating,
filling, rough grading and related items necessary to complete the work
indicated on the drawings and described in the specifications.
1. In general the items of work to be performed under this section shall
include clearing and grubbing, removal of trees and stumps (where
required), protection of trees to remain, stripping and storage of
topsoil, fill compaction and rough grading of entire site as indicated
on the drawings.
2. 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. The location of dump and length of
haul shall be the Contractor's responsibility.
3. Provide and place any additional fill material from off the site as
may be necessary to produce the grades required. Fill obtained from
off site shall be of kind and quality as specified for fills herein
and the source approved by the Owner.
4. tl.e Contractor shall accept the site as he finds it and shall remove
all trash, rubbish and debris from the site prior to starting
excavation.
B. Work not included: The following items of related work are specified and
included in other sections of these specifications.
1. Excavation, grading and backfilling for utility lines.
2. Storm drainage systems.
3. Sanitary sewer systems.
4. Water supply systems.
5. Streets and paving.
2. BENCHMARKS
Maintain carefully all bench marks, monuments and other reference points, if
disturbed or destroyed replace as directed by engineer.
3. REMOVAL OF TREES
A. Remove all trees and stumps from area to be occupied by road and surfaced
areas. Removal of trees outside these areas shall only be done as noted
on drawings or approved by the Owner.
B. All brush, stumps, wood and other refuse from the trees shall be buried
on site or burned with proper permits (where applicable).
4. PROTECTION OF TREES
General Protection: the Contractor shall be responsible for the protection
of tops, trunks and roots of existing trees on the project site that are to
remain. Existing trees subject to construction damage shall be boxed,
fenced or otherwise protected before any work is started, do not stockpile
within branch spread. Remove interfering branches without injury to trunks
and cover scars with tree paint.
5. STRIPPING OF TOPSOIL
Remove topsoil through its entire depth from the areas to be occupied by
roads, walks, buildings, and parking areas. Pile and store topsoil at a
location where it will not interfere with construction operations. Top soil
shall be reasonably free from subsoil, debris and stones.
6. DISPOSITION OF UTILITIES
A. Rules and regulations governing the respective utilities shall be
observed in executing all work under this section.
B. It Shall be the responsibility of each contractor to verify all existing
utilities and conditions pertaining to his phase of the work. It shall
also be the contractors responsibility to contact the owners of the
various utilities before work is started. The contractor shall notify in
writing the owners and the engineers of any changes, errors or omissions
found on these plans or in the field before work is started or resumes.
C. Where active utilities are encountered but not shown on the drawings, the
Engineer shall be advised before work is continued.
D. Inactive and abandoned utilities encountered in excavating and grading
operations shall be reported to the Engineer. They shall be removed,
plugged or capped as directed by the Engineer.
7. SITE GRADING
A. Grades: Do all cutting, filling, compacting of fills and rough grading
required to bring entire project area to subgrade as shown on the
drawings. Under cut open areas 4" for topsoil.
B. Rough grading: the tolerance for pawed 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 rounding at top and bottom
of banks and other breaks in grade. All open areas shall be graded a
minimum of 2.0 %, 2 1/2% at swales and a maximum of 3/1.
8. SEEDING PREPARATION
A. Solve any surface or subsurface drainage problems and construct permanent
erosion control structures.
B. Remove all rocks, roots or other materials that may interfere with
seedbed preparation.
C. Perform the major filling, shaping and smoothing of guilied or severely
eroded areas.
D. Have soil tested to check pH and fertility levels. Apply lime to raise
required for type of vegetation being grown (usually 1000 pounds of 12-
12-12 fertilizer per acre will work with most situations).
E. Work the lime and fertilizer into the soil to a depth at 2 -3 inches with
a small disc, harrow or rake operated across the slope as much as
possible.
F. Firm the soil seed bed where possible. Do not over pack the soil because
too much compacting can restrict water and root penetration in to the
soil.
G. Review charts listed below for the best plant species to fit conditions.
P OSEL)
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GENERAL NOTES:
PLANS
A �R -V-
17-RZ I D I NG S T A 'F`3 S
ROBERT 8c NANCY IRSAY, OWNERS
1 � THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
V RIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION OF ALL EXITING UTILITIES IN THE VICINITY
OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY
A D COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PAR 1926
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5�
FEET IN DEPTH. ENTY D�PTH REQUIIR� THEADESIGN OF AEDTIRENCHES FETYOSYSTEM IN BY A
REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
THE ENGINEERING SITE PLAN DOES NOT DISCLOSE THE REQUIRED
1 0 YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN
COMPLIANCE WITH REQUIRED INDIANA DEPARTMENT OF NATURAL
RESOURCES (IDNR). THE U.S. ARMY CORP. OF ENGINEERS OR THE
FLOOD INSURANCE RATE MAPS (FIRM).
9) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS.
10) ALL PARKING STALLS SHALL BE NINE (9) FEET BY TWENTY (20)
FEET -
1 1) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVILYS AND PLATS FOR EXACT INFORMATION.
0 SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND
LDING DIMENSIONS.
13) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL
BE REPAIRED AND POSITIVE DRAINAGE PRESERVED.
14) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE
CO STRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT
AS SET FORTH IN THESE PLANS.
CARMEL, INDIANA
141st STREET
13Gst STREET
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Within Indiana Outside Indiana
Per Indiana State Law IS -69 -1991, it is
against
the Law to excavate without
notifying
the underground location service
two (2)
working days before commencing
work.
SITE DEVELOPMENT PLAN
CARMEL, INDIANA
141st STREET
13Gst STREET
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ELEVATI ❑NS
PLANS PREPARED FOR:
ROBERT & NANCY IRSAY
7001 EAST 56TH STREET
INDIANAPOLIS, INDIANA
TELEPHONE. (317) 594-2333
SITE PLANS PREPARED BY.-
W EI HE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TELEPHONE: (317) 846-6611
SITE LIGHTING PLANS PREPARED BY.-
DESIGN LINE
933 WESTERN DRIVE
INDIANAPOLIS, IN 46241
TELEPHONE: (317) 240-4660
SITE LANDSCAPE PLANS PREPARED BY.-
CAROLE BOLEMAN, ASLA
190 SOUTH 6TH STREET
ZIONSVILLE, IN 46007
TELEPHONE: (317) 873 - 34 74
ARCHITECTURAL PLANS PREPARED BY.-
ROBERT E. CURRY & ASSOCIATES, INC.
316 N. STATE ROAD 267
PLAINFIELD, IN 46768 -8477
TELEPHONE. (317) 272-3217
ALLAN H. WEIHE— REG. P. E. — IN##8827
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