HomeMy WebLinkAboutV-3-03 SP-1 Proposed Site PlanCONTRACTOR SHALL PROVIDE
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TRANSvERSE JOINTS SHALL 15E c.:UT WITH A JOINTER 1-4AvING RADIUS OFvAT 6 SPACING
AND +m'mSEnUEENEXPANSION JOIN, (FOR SIDEWALK ONLY'
2 SUczuRADs UNDER ^L SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
THE STANDARD SPECIFICATIONS
WHERE SIDEWALK /wCONSTRUCTED ADJACENT TO CURB, THE ^�H�p`�����L
FILLED BE =.eo�rHou.`w»LsMArs�/L TO THE msum/�D �Lcw^`/ow AND COMPACTED IN LAYERS
°o,ro EXCEED
4 uwEN BUILT /wCONJUNCTION WITH CONCRETE PAvsreNT. EXPANSION AND «z*nm^Cr/ON JOINTS
5+L �E PLACE 1 fl.E SAME LOCATIONS ASw THE r^vEmENrSLAB THE CURB AND GUTTER
SHOULD BE TIED To THE pAveMENr BY '4 EFO1ED -84R AT 3''m' IFmncCwcmsrs
p^.smEwr/S ee/wa au/Lr, A, THE TIME, THE CU 15 C4TJCTD, sxr^wa/nw JOINTS SHALL
es PLACED ^r THE ENDS np ALL RAD/'AND AT INTERVALS NO TO ExCEED 00. oON'm^Cr/ow
JOINTS SHALL BE PLACED AT 20'
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REINFORCING MIX DESIGN
`Oms FORWARDED ,o
ENGINEER FOR^FIFmOv^L
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ASPHALT PAVEMENT SPECIFICATIONS
The paving contractor shall be responsible for the following:
1 The area to be paved shall be cleared of all rock, debris, roots and
vegetation. An approved soil sterilont shall be utilized to prevent the
growth of weeds.
2 All soft, yielding or other unsuitable materials encountered during any
phase of subgrade construction shall be removed and replaced with
suitable material. The replacement material shall fill the unstable area
for the entire depth of the compacted subgrade and meet the subgrade
compaction requirements. The subgrade shall be shaped to the true lines
and grade as shown on the plans.
3. The subgrade shall be compacted to 95% laboratory density as determined
by AASHTO Method T
4 The subgrade and finish paving shall be tested by an approved testing
company for uniform srnoothneso, density and grade.
5. Slope pavement 0.75% (MIN.) to insure proper surface drainage.
G. The hot mix asphalt base may be placed directly on the prepared subgrade
in one lift for the base course to the required compacted thickness as
specified in local street standards.
7. The hot mix asphalt base and surface shall be placed in one lift to the true line
and grades as shown on the plans. The paving mixture shall be placed and
4 compacted at a temperature between 250 F. (121 C) and 300 F. (148 C.)
8. The paving mixture shall be transported to the job site in clean well
trucks with smooth dump beds. The base and surface mixtures are to be
placed with self contoined, power propelled pavers capable of placing the mix
to the required dimensions as shown on the plans.
9 Asphalt grade shall be determined by its ability to satisfactorily coat the
oggregote, resist rutting and remain stiff during high ternperotunes, and
and sustain freeze/thaw cycles in addition to the considerations of
anticipated weother, mixing process and curing rate.
10. See detail SP-5 for pavement cross-sections
11 All proposed asphalt pavement as shown shall be constructed in compliance
with INDOT standard specifications, latest edition.
12. All parking striping and ADA areas shall be marked with a durable non-
shrmk, white paint to be approved by the engineer.
18. Site data: PROPOSED
Lot area
Lot coverage
Office area
Whorehouse area
Total Building urea
Building Height
Customer and
Employee Parking
(9' x 20' spaces)
Handicapped parking
Proposed parking
Minimum Front Yard Setback
Minimum Rear Yard Setback
Minimum Side Yard Setback
Front Landscaping Yard
Reor Transition Yard
SITE NOTES
1 Site Information was taken from Keeler-Webb Ass., dated December 18,
1996 and November 02. 2002 It is the contractor's responsibility to verify
existing site conditions prior to starting work.
2. The contractor shall be responsible for obtaining or verifying that
all permits and approvals are obtained from the respective citv,
county, and /or state agencies prior to starting construction.
I Contractor to coordinate with sprinkler contractor on building additional
fire suppression system.
4. {he Plumbing contractor shall consult with the Local Gas Cornpnny,
provide all materials and |obor, and pay all costs not borne by the
Local Gas Company to provide any new gas service.
5. The Electrical Contractor shall consult with the Local Power Cornpony,
provide all materials and |obor, and pay all costs and fees not borne
by the Local Power Con to provide any new underground electrical
service.
G. All utility service lines shall be constructed in accordance with all the
latest applicable codes and to each utility's and/or city's standards.
7. Use compacted granular fill when utility lines are placed under walks
and driveways.
8. Soil borings have not been performed at this time. Pavement design
is based on an assumed soil bearing pressure of 1500 p.s.i.
9 Provide sleeves for mechanical work as required.
10. Notify Engineer at least 1 day (24 hours) prior to placing any concrete.
11 Areas between curbing, sidewo|ks, paving and building shall be filled with
4" of topsoil suitable for landscaping.
12. See sheet SP for exterior concrete specifications.
13. This structure shall comply with A.D.A. 1991.
14. All edge of pavement radii are 5 feet unless otherwise noted.
l5. If active utilities are encountered but not shown on the drowings,
the engineer shall be advised before work is continued.
lG. Inactive and abandoned utilities encountered in excavating and grading
operations shall be reported to the engineer. they shall be rernoved,
plugged or copped as directed by the utility company and the engineer.
Zoned k4-3
2.000 Ac.
71.2%
8000 sq. ft.
33,572 sq. ft
45,572 sq. ft.
27'-7 1/4 Rear
J4
2
36
28.5'
60'
10'
10'
60'
elevation
PACO.NO 021)-089
DRAWN BY: CDD
CHECKED BY: ALD
DATE
FOR
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KEELER
ASSOCIATES
Consulting Engineers
Planners
Surveyors
486 CRADLE DRIVE
CARMEL, INDIANA 46032
TELEPHONE (317) 574-0140
elm FERMISON STREET
ICIANAKLA INDIANA 48220
PHONE QM 265-347s