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UNDEVELOPED LAND
Shopping Center 'Lonilig
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SCALE: l' = 20'
SITE
DATA
ZONING:
AREA.
41817.6 S.F. ( 0.96 AC. )
EXISTING USE:
VACANT
BUILDING:
4117.19 S.F. ( 0.09 AC.) 9.4 %
PAVING:
26065.0 S.F. 0.60 AC. . 62.5 x
SIDEWALKS:
1825.00 S.F.
0.04 AC. 41
TOTAL IMPERVIOUS AREA:
31798.8 S.F.
0.73 AC.
GREEN AREA:
10089.2 S.F.
0.23 AC. 24 P X
PARKING
Spaces Provided: 33 (W/2 Handicap)
22 (STACKING AREA)
WATER SUPPLY: CITY
SANITARY SEWER: CiTY
SOILS: DAYTONA SANO #17
FLOODING: NONE
100 YR. FLOOD PLAIN: NOT IN 100 YR. FLOOD PLAIN
WETLANDS: NONE
M.S.L. EL 0.00
TAX PARCEL No.: 84-02-0000-0061
VEGETATION
PRESENT: Grass. Trees, do Natural undergrowth.
FUTURE: Building, Paved Parking. Sod, Trees.
& required Landscaping.
All maintenance will be the responsibility of the owner.
At this time we have no plans for any signs.
There are no known wildlife corridors for Federally endangered species
or species of speciol concern on this site.
There are no known plants and animals which enhabit the site that
are listed as Federally endangered species or species of special concern.
There ore no known historic or archaeologic characteristics of special
concern on this site.
GENERAL NOTES
1. All work shall be done In accordance with City of Edgewater standards.
2. All stop, speed Ifml1 street name, eta.. signs shall be In accordance
with V usla Standar s. All signs shall be provided by the developer.
3. The contractor shall notify all utility companies prior to commencement
of construction.
4. It is also the contractors responsibility to make sure that all necessary
approvals and permits are ascertained prior to commencement of any
construction,
5. Erosion protection placed as required-, as directed by the engineer.
6. On site ppaving shall be 1' Type S-3 asphalt surface, 6' Limeroek
base (98X density and 6' Stabilized sub -base (FBV 75 psi, 95% density)
ALTERNATE: 5' concrete paving on compacted subgrode, 95% density.
7. Parking space striping. Arrows, stop bars and stop legends shall be white
in accordance with the Manual On Uniform Traffic Control Devices' by the
U.S. Department of Transportation, centerline striping sholl be yellow.
S. Each handicapped space shall be painted with the handicapped symbol,
with F.D.O.T. approved sign and sign height per MUTCO.
9. All spaces to be painted with 4' wide white stripes.
10. All parkins9 spaces 10'x20' except handicapped spaces which be 12'x2O'.
Each hondicopped space shall be painted with the handicapped symbol,
11. All concrete sholl be 3,000 P.S.I. at 28 days.
12. REFUSE PICK UP METH00 - CUM _OE Imo[ UP
1.3. The Amer tvil l nuintain the lift station
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PLAN
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SECTION 'A - A,
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N!'TES:
I, SECURE GRATE TO COP:,-R-TE COLLAR WITH BOLTS AND 16' STEEL
57RA?S ON 4 CO3?tiEPS WHEN REOUIRED.
2. GRATING TO BE AS SHOIvN OR TYPE 'V' DECKING (OP EQUAL)
A to
SETA I L OF
CONCRETE CURB
-LIaMIN. SURFACE
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NOTE: AN ALTERNATE
CURB MAY BE USED, AS
APPROVED BY THE
ENGINEER.
PIPE LOCATION AS I C INLET AND PIPE DESI-N.-:�
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LEAL CONTROL
DROP PLATE
KBJ ARCHITECTS INC.
510 JULIA STREET
JACKSONVILLE - FLORIDA•32202
FERRARA ENGINEERING, INC.
200 W. WISCONSIN AVE. - DeLAND, F-LORIDA 32720
P.O. BOX 2978 904 /734- 8792
EDGEWATER OFFICE
S. RIDGEWOOD AVENUE (U.S. 1)
just south of
INDIAN RIVER E;LVD. (S.R. 442)
EDGEWATER, FLORIDA
FOR
BARNETT BANK
OF
VOLUSIA COUNTY
DIMENSIONAL , GRADING
& UTILITY PLAN
3 : 1. 22 • °I 1 :''A,�;, E;;u I L--T
Z : q - (4 . qo : ADCep 82vP F. H YID .
NO: DATE REVISION
MMISSION NO.:
_BY:
�� KED BY:
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