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SHEET TITLE
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1 of 3 TITLE SHEET HASI)FA �T P1 0RIDA. !NC
2 of 3 REMEDIAL SYSTEM LAYOUT
3 of 3 REMEDIAL SYSTEM DETAILS
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Lloy W. G- i lith, JT. , P. E.
PROFESSIONAL ENGINEER FLORIDA LIC. No. 928-?- -- --
EXIST. CURB GENERAL NOTES:
& GUTTER
1. TRAFFIC STRIPES -SHALL BE PAINTED WITH 4" WIDE REFLECTORIZED WHITE TRAFFIC
NEW 6 it PAINT.
CONC. CURB 2. DRIVEWAY AND CURB & GUTTER CONSTRUCTION ALONG MAYPORT ROAD
U SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF FDOT PERMIT.
h--: 0
CIV
( N ) 3. DRIVEWAY AND CURB & GUTTER CONSTRUCTION ALONG PLAZA SHALL
BUILDING BE IN ACCORDANCE WITH CITY OF ATLANTIC BEACH CODE.
SETBACK LINE
1 STORY CONC. BLOCK
CONST. NEW 4. HANDICAP SIGN MUST BE VERTICAL AND PAINTED AS PER FLORIDA STATUTE
SIDEWALK VACUUM/AIR/ & STUCCO BUILDING 316-1966 SECTION 2
WATER/LIGHT
...t 0. 16 7.
0
0
__7
Lu 0 4 SETBACKS:
6�
0) HIGH WOOD FRONT 20', 15'
SIDES 10,
Cj SCREEN FENCE
(S� CONST. NEW REAR 20'
40 C-) TRENCH DRAIN
1 18" CURB
0
08 & GUTTER
6" CONC. REINF.
PAVEMENT
4" WIDE PAINTED
0 WHITE TRAFFIC STRIPES
6"' CONC. REINF. 6 CONC, CURB—
METAL CURB
PAVEMENT OV 189_0" 6;-011 1 30'-0" BUILDING r FORM _uj
PUMP ISLAND
0 tn.
(TYPICAL) WALL 0
0 L/S /11, <.__j
�I AREA MOUNTE
0 LIGHTED CANOPY ACM SO U-) 4�2
LIGHTS
(TYP. ALL 3 SIDES)
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af AIR COMPRESSOR
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ENCLOSURE
00 0 a cmn
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0
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STORAGE TUBE
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18" CUR —4 100
CONST. NEW CONC. 00 G� L. U.G. . . .
CURB & GUTTER 6" CONC. REINJ 0 6 CONC.
& GUTT J1
PAVEMENT STORAGE TANKS Lu
7 4-mri CURB(TYP 6' HIGH WOOD
H.C. SIGN--�
0 SCREEN FENCE
341-6" 18'—'0"
18" CURB 0
I
701 —4"0 BOLLARD 1-0
& GUTTER. , 'METAL CURB. 10
NEW 6' x 10' T & 0 SIGN ON 011 FOR ENDS-HERE (TYP
20' TWIN COLUMN PEDESTAL
AND 6' x 7' QUAD PRICE SIGN In
18" CURB
AND 3'-4" x 7' FOOD SHOP 011 70� VENTS 0
AREA LIGHT & GUTTER
SIGN (TYP. OF 2) 5'_0 11
(TYPICAL) 0
0
CONST. NEW 2!—0 0
ILO
Ln TRENCH DRAIN Fff I I
'0 LE;�?j
177 0
k�7 KEH
6/26/4 F ISSUED FOR CONSTRUCTION
CONC. POLE 217-44' to 5/17/90 E ISSUED FOR BIDS KEH
18" CURB CONST. NEW GUY WIRE 3/7/90 D RELOCATE FUEL TANKS & S.D. KEH_
& GUTTER TRENCH DRAIN EXIST. ELEC. METER 2/24/89 B ISSUED FOR PERMITS GRB
EXIST. CONC. 11/1 8/B8 A PRELIM. SITE PLAN FOR APPROVAL GRB
CURB & GUTTER POWER EXIST WATER _1� Revisions By
TO REMAIN POLE METER ( TO BE TANKS POWER Date No.
ABANDONED ). & DRIVEWAY POLE
EXIST. ELEC. BOX Amoco Oil Company
EXIST. TELE. RISER
CONST. NEW CURB EXIST. CONCRETE
& GUTTER 10,—o" SWALE GUTTER _ 10'—O" EXIST. CONCRETE
TO REMAIN NEW 14'-0" SWALE GUTTER SITE PLAN
10'-0" - NEW 36'-0" CUNC. DRIVEWAY 47'—10" 0- 1 CONC. D.W. 10)—oll TO REMAIN
.00 10, 0 10' GASOLINE PUMPER & CARWASH
.) opt 2 7'—10" 34'-0" 30'-0" 1 w M M M M �..,-1211,,'MAYPORT ROAD��
56 — —L RLRLM W1 al __-
-0 ATLANTIC BEACH, FLORIDA
SCALE: 1"=10'
Scale 10'-0" FT. LAUDERDALE DISTRICT
Drown By R.B. SS # 60268
PLAZA Checked By K.E.H,,C.R.B. Date 5 / 14 / 90
M.V. CUMMINGS ENGINEERS Designed By K.E.H. DWG.
ISULTING ENGINEERS 60268- 1
6501 ARLINGTON EXPRESSWAY
JACKSONVILLE, FLORIDA J.N. 88-073 1 Do Not Scale - Use Dimensions Only Lj
REV. 05/15/90. TIME 17:08