Dustin's - 1208 S Ridgewood Avenue - Site Plan - As-Built - 08-28-1991EXIST. CURB & GUT TER
REVISED,
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SCALE 1'=600'
1`�K MAK RIP -RAP
1 EROSION PROTECTION
FROM WEIR TO
SIDEWALK
J11/L wnL_i\ l u A I LN1J OF EX1S 1. N�'
ENTRANCE DRIVE NOTE, STAB PRO OSED
REMOVE 2' MIAMI GUTTER F.H.
CONSTRUCT 4' WIDE VALLEY 6' PVt
.�_ R. 8' SANITARY SDR 21
EXISTING PAVEMENT
1 1/2' WATER SERVICE
LANDSCAPED BERM
AT EL. 19.0
EXIST. ZONING 'B-3 I I
STRIPE NEW PAV'T
FOR RIGHT TURN LANE
IN ACCORDANCE W/D.❑.T.
SPECS. (SEE D.O.T. DRIVEWAY
PERMIT)
MATCH
EXISTING
PAVEMENT
1849 18>J
f8�1 190
6
189� l�ls
L = 92°5313'
R = 25.00'
T = 26.29'
L = 40.53'
SCALE V=20'
0 5 10 15 20 25 50
GRAPHIC SCALE IN FEET
//Rs -- BUILT "
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1 HIRF_BY CERTIFY THAT THE "AS -BUILT"
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CONDITIONS SHORN HEREON ARE TRUE AND
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CORRECT TO THE BEST OF MY KNOWLEDGE
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I AND BELIEF AND THAT THE "AS -BUILT"
CONDITIONS ARE IN SUBSTANTIAL
COMPLIANCE WITH THE APPROVED PLAN.
"AS -BUILT" CONDITIONS SHOWN THUS — 0
X - INDICATES A CHANGED CONDITION
u
- INDICATES INSTALLED AS DESIGN
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SITE AREA = 1.49 AC.
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BUILDING AREA = 4860 S.F.
PARKING AND SIDEWALK AREA = 33 350 S FR;\a���+ .
TOTAL IMPERVIGUS AREA = 38,210 S.F. = 59%
OPEN SPACE = 26,694 S.F. = 417
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EXISTING
ZONING = B-3
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PARKING REQ'D = 1 SPACE/4 SEATS = 184-/4= 46
I SPACE/2 EMPLOYEES= 16/4= 8
OTAL REO'D = 54
TOTAL
PARKING PROPOSED = 64SPACES
N
O T E S 1
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------------
1.
STORMWATER RETENTION AND DETENTION FACILITIES
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MUST BE CDNSTRUCTED TO ROUGH GRADE PRIOR TO C❑NSTRUCTION,
2,
THE CONTRACTOR SHALL REVIEW AND MAINTAIN A COPY OF THE
ST. JOHNS RIVER WATER MANAGEMENT PERMIT AT THE CONSTRUCTION
SITE.
3.
THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT
PROTECTIVE COVER FOR EROSION AND SEDIMENT CONTROL ON ALL
LAND SURFACES EXPOSED OR DISTURBED BY C❑NSTRUCTION OF THE
PERMITTED PROJECT. SAID COVER MUST BE INSTALLED WITHIN
14 DAYS AFTER FINAL GRADING OF THE AFFECTED LAND SURFACE,
A PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED WITHIN
60 DAYS OF ITS INSTALLATION.
4.
ALL AREAS TO BE DISTURBED WILL HAVE HAY BALES AROUND
PERIMETER T❑ CONTROL EROSI❑N AND SEDIMENT.
5.
GRASSED AREAS AND SWALES TO BE MOVED AS NECESSARY AND
ARE TO BE CHECKED PERIODICALLY FOR EROSION.
6.
SITE IS ABOVE THE 100 YEAR FLOOD PLAIN.
7.
EXISTING SOILS,
# 4- ASTATULA - HYD. GRP. 'A'
8,
ALL AREAS DISTURBED DURING C❑NSTRUCTION SHALL BE SODDED.
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9.
ALL TREES SHOWN ON THIS PLAN ARE EXISTING, SEE LANDSCAPE
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PLAN FOR PROPOSED TREES.
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10.
SEE LANDSCAPE PLAN FOR ADDITIONAL PROPOSED VEGETATION
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AND IRRIGATION,
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11,
CONCRETE PAVING IS TO BE 5' CONCRETE (6' AT CURB CUT, 4'
vf�i�l. ?tV
AT SIDEWALK). CONCRETE TO BE 3000 PSI AT 28 DAYS WITH
MAXIMUM SLUMP OF 3'. FINAL FINISH TO BE BURLAP DRAG ❑R
BROOMED.
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12,
ALL PARKING STRIPING AND SIGNS SHALL BE IN ACCORDANCE
WITH 'MANUAL Of UNIFORM TRAFFIC CDNTR❑L DEVICES'.
13,
ALL WORK TO BE DONE IN ACCORDANCE WITH ALL CODES AND LAWS
AND F.D.❑.T. 'STANDARD SPECIFICATIDNS FOR ROAD AND BRIDGE
CONSTRUCTION' LATEST REVISION.
14.
SEE BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY SPRUCE
CREEK LAND SURVEYORS FOR PRE-EXISTING CONDITI❑NS.
15,
FOR ANY MODIFICATIONS TO STORMWATER DESIGN, PARKING LOT
DESIGN OR BUILDING LOCATION, CONTRACTOR TO CONSULT DESIGN
ENGINEER OR ARCHITECT AND OBTAIN PERMISSION FROM THE
CITY OF EDGEWATER,
16,
SEPERATE SIGN PERMITS WILL BE REQUIRED,
17.
HANDICAP SPACE IS TO BE MARKED AND SIGNED PER D.O.T. SPECS.
18,
SEE D.O.T. DRIVEWAY PERMIT FOR ANY SPECIAL CONDITIONS OF
CONSTRUCTION WITHIN S.R.#5 (U,S. WI),
19.
ELEVATIONS REFER TO U.S.C. & G.S. DATUM (MSL).
OWNER,
WINSTON TOMLINSON
133 CORAL CIR.
S. DAYTONA, FL, 32119
904-760-0855
ENGINEER,
BENNETT & ASSOCIATES, INC.
P,D,BOX 4368
S. DAYTONA, FL, 32121
904-253-9960
ARCHITECT,
ROBERT H❑WARD
602 WEST INDIAN RIVER BLVD. SUITE #202
EDGEWATER, FL, 32032
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904-427-2419
SURVEYOR,
SPRUCE CREEK LAND SURVEYDRS
3869 S. NOVA RD,
PORT ORANGE, FL, 32127
904-767-0740
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DRAWNi D
CHECKED: LEB
DATEi 2-10-91
SCALE, I'=20'
SHEET
OF (1:40*0 SHEETS
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