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18" YE" OW .24 THERMOPLASTIC
STOP BAR W/ 30" ----- --- -----
HIGH INTENSITY STOP r. X cAr: ,, 6A,5bv
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GENERAL NOTES
B. S.
- BUILDING SUPPLIER
0. C.
. GENERAL CONTRACTOR
E
w EXXON
0
- OTHER
- BUILDING ORIENTATION POINT
I� of` r k
MONITORING WELL (4) BY`G.C.
J�'�jy f1
e I'
VICINITY MAP - EXISTING TO REMAIN
� 1 ETR
N.T.S.
/VOTE: GA/VOFPy :OU/Lo/NG3 AlVO CA,e%✓ASH '
•TO BE �A/l-A_e_L.EL Al%TH /e 0-/-A 1. EXISTINO:EXXON OWNED IMPROVEMENTS WHICH ARE NOT REUSED ON
L/�E OF US.%-9Z • THIS PROJECT ARE TO BE REMOVED BY AND BECOME THE PROPERTY
OF THE GENERAL CONTRACTOR EXCEPT AS FOLLOWS:
R. PROPERTY/EQUIPMENT TO BE TRANSFERRED TO EXXON STORAGE
LOCATION BY O.C. (VERIFY WITH EXXOR PROJECT ENOINEER):
N/A
rif1141OLE FRAME AND COVER
O.P.W. 1G4-A W/7 1/2" SKIRT B. PROPERTY/EQUIPMENT TO BE REMOVED BY OTHERS. (VERIFY WITH
EXXON PROJECT ENGINEER):
RSPti1T 4' THREADED PVC CAP m m N/A
o w 2. ALL UTILITY CONNECTIONS RAE TO BE AS PER LOCAL CODE IBY G. C.
Y..• J
:. :','• '' z ¢ 3. G.C. TO PROVIDE CONDUIT d WIRING TO ALL EXXON 1 • U•
;J/� j� yf/,' ;•• :• _ z SIGNS a CONDUIT ONLY TO PUBLIC TELEPHONE BOOTH.
4' SLIP- x MALE + z DRAWING NUMBER
4'M SITED 40 \\ /\ THREAD PVC LL 4.' SITE PLAN SUPERSEDES ALL WORKING DRAWINGS.
1 NGS.
SLOTTED I�P£C ;//j //� FITTING H 5. UNLESS OTHERWISE NOTED, ALL PAINT TO BE FURNISHED BY G. C.
MIN. > BUILDING
za \ SLOT '1 1 BS IBS I BUILDING TYPE 24 x 46 EXXON SHOP AVAILABLE POWEfZ- 30) 5025A, 1-7
1 = NORMAL R tkv-L HIGH)Z)3?1-0 S.A r I 1 A —
WATER TAIa E O/z40 V (CONTACT RANDY MAYS ER C
FL.021DA POWO•i40 - -
\\/ - 2 GC GC CAR WASH BLDG. (W/RECLAIM SYSTEM) S.A.-19 1062G, I 7
AR WASH EQUIPMENT ( 3 �� I—/240 V ELEC.) 1062G, I-7
3 E 0 C '
It �_ 4 BS BS CANOPY TYPE A 68'x 104') W BLANK SPP--EADER 15ARS 5025A, I.
S E OC DISPENSING EQUIPMENT 5025A,I-7
I1 > / - TRH: EXCAVATION l6 ) MPD-3
LNDERGROLND 9TORHr£ •TRNK 8 E OC TRANSAC SYSTEM TCR- 15 (G-SITE) 5025A,1-7
5025A 1-7
1 1 U 111 7 E BS CANOPY' FASCIA SIGN (3), WIRING BY G.C. ,
U t " ~ \ - t1RAP ENTIRE SLOTTED LENGTH
(INCLUCING BOTTOM) WITH FILTER CLOTH / YARD AREA -
TANKS
_1
CAP
BOTTOM OF TAM EXCAVATION
cr
t
NOTE;
8
E
OC
Fl`BEROLASS TANKS FOR MOTOR FUEL C w/ STRAPS)
7004113, I-3.
12 K ORL SUPREME
12 K GAL: PLUS
12 K OAL. REGULAR
STP W/LEAK DETECTORS
3 - 1 1/2 HIP
10
GC
OC
F I BEROLASS PRODUCT PIPING RNO VENTING LINES
io0(.B) 1-3
11
OC
OC
VAPOR RECOVERY SYSTEM TYPE (STAGE 1)
'700(.[, 1-3
Ul
A MWIMlk1 OF 9• MONITORING WELLS ARE
tR R£OUIREO:-4'WITMN THE TAN: IXCAYRTION AHD YARD AREA - OTHER
.Q WITHIN T}£ PIPING EXCAVATION NOT MORE
THAN 100' FROM EITHER END. MCNITORM
m
1
t t WELL
WITHIN PIPING EXCAVATION SIMILAR TO
tx G THIS DETAIL.
- p Z Z
,
� 5prTCRNWELLS MUST EXTEND S-
0' BELOW
C Z Ct10 tt� EXISTING HATER TAOLE. BUT IN NO CAS£
"SI1Pl1_
A p
� m , U DE;. �£ATER IN LENGTH T}f7d
mn Ctl /� ,� •
o
Z
m �1
Z ti
Z _
� MONITORING WELL ' C>ETR%
m � z
N
b
a J VARIES
1
U
3
3
-A
i
1 BASE
00 1 3,000 PSI CONC.
t
1
I`
5ECT1ON B. B
S
/6
- 1
0
HANDICAP RAMP
MAX. SLOPE 1 in 12
11 ALL DIRECTIONS
5•
6 CONC. 4 UTILITY STRIP
E.T.R EX TRAFFi' 1 ' i. DRIVEWAY GREATER THA
6 X 6 10/10 REINF. 5'
c
1
r 1
P 1,
2' TRANSITION 2' TRANSITION
- - g— - — -• _ -
-= - - -- - -- - -_ - DROP CU B
_tr -
�A t - PLAN ,
13
OC
OC
8' CONCRETE W/6x6-6/5 WWF
80025-1.2 "
14
OC
OC
8' INTEGRAL CURB
80025-1.2.
ICv
GC
GC
5'Cowc. 5lQE_WALIC PER LOCAL CODE
4-1054, -IoF8
17
OC
OC
ORIYE APPRO CH OUTSIDE PROPERTY LINE
PER LOCAL CODE NOTE: 3 DRIVEWAY,5 TO BE INSTAtLLEP
`i-105`I•> gOF*8
l8
E
OC
• IP F N SHED )
1 N P AE 1 1
/0) NEW YARD LIGHT FIXTURES AND POLES:
E 0 LI iX
104 -112
3
19
/
OC
AIR / -WATER / LIGHT
1043-1.2
20
0
0
SPRINKLER SYSTEM, PER EXXON ENGINEER
1169,1
21
E _
/
LANDSCAPING, PER EXXON FIELD ENGINEER
L 1 E E
1169,1
23
OC
OC
TRASH ENCLOSURE
1043-1.2
24
E '
OC
T 1 T: A Ki
N T R N Y S M 1 BL C
t S ALL``MAJO IO S10 S E PAIN � ..,15
1119 "11 )SF ID, HEIGHT
f24,86LSF PRICE ,.
1,10,38 )SF SHOP WASH (10.38).5•F
_
4 1054� $of8
26
GC
GC
3'x6'x4"CONC. MAT W/I" CONDUITS FOR PUBLIC TELE. (2)
27
GC
GC
4"THICK PLAIN CONCRETE
80025, 1-2
28
GC
GC
NOSE DOWN CURB IN 2'
29
E
GC
CONTAINERS 2
VACUUMS (2)' !3 TRASH ON )
2 1-7'
los G ,
30
E
GC
11
CAR WASH ENTER 8 EXIT SIGNS
1062G,I.-7
3 I
GC
GC
n n � WER
- 2-1 " R.C:P. 52 IS .C.P. 75 EA 8 'EA.
- 4 R.0 P. EA. 2 R ) 2 2 ) ( i84 ) . .
( � _�Oo.T. sprJCs
32
GC
GC
_
CONC. M.E.S. (11) (PER D.O.T. SPEC.) '
33
GC
GC
TRENCH DRAIN a PIPES
(INCLUDING CANOPY DOWNSPOUT DRAINS)
1043, 1-2
5025A,1-7
34
GC
GC
6" WOODEN POSTS W/ REFLECTORS
35
GC
GC
2_-1500 GAL. RECLAIM TANKS
1062G,1-•7
36
GC
GC
MUD a GREASE TRAP
1062G,1 -7
37
GC
GC
OIL&GREASE INTERCEPTOR W/IOTON LID
38-
GC
G C
LIFT STATION
q-lo5q,� �af8'
39
GC
GC
5TZEET LIGHTS W / POLE (2)
4- 1054 7a- 8 :
40
O
O •
EAi5T, I" 1r1ATF_P_ Me_-rF_2 To 13F_ RELOCATED (' Ne.W I"
E EO NE 17Y F ANF?7R E?
WATER M TE TO BE INSTAL(.. BY T C O S
W R.
WA"rE.R DE.PT. CONTAC:;f GUILDA' TNOMSoM, (4Or1)-33O--5CoOO
41
G.C.
G.C.
REMOTE ELFC-r121CAL- DIS-'FZ)gUTION BOX
5025A) Co
/ N.T.S. LEGAL DEuG'"RIPTION; Colltmei�ce at the litersection of t11t ELY P.=O,-W line
F U. S . 17-92 (State Road 15 & 600) with the SLY line of the SE 1/4 of Sec 11, TW
Ex. 20S, RGE 30E and rule N 24°5514711 E along the said ELY R-O-W line 61:13 feet to:
NA o S/G L ' ,
, , ' _ it aloe said ELY R--o--.W lilz�'
b E b t� I the Palllt of BEgillning, thence colltlllue. N 24 55 4.7 P � : 1J. •; ;
POD URBAN TURNOUT 280.00 feet • • 1 hence leaving said ELY R-•O-W line run S 65°04' 1a" E 198. 28 • fE:6t f
tbence run S 000051,1311 E 225.28 feet to a point on the SLY line of the SE 1/44 of
4 0
-= � -- �, • - � - � Ll e11Gv it;lVlnZ ,.,dld SLY 1 I11tE
.ear-lP.s PE•� � �j-- E� r_�� , ram, salll SE,G 1L, tli�.uce run � 89 �4 �7 w 1�0.00 I�ct, � _r ,.
LOCAL Cook
run N b9°3�s'3$" W 158.11 feet t0 the Point Of Begi1111i11cj. •COI t in ll 5, 491 square ,
� feet (1.5035 Acres, more or 16ss.)
PARCEL A & PART OF PARCEL-. B.,
(IN ZONE C, FI.R.M. COMMUNITY PANEL NO. 120294-00058 DATED 9-17 ,80i,
ZONED GC-2 CivII Engineartng & Lan.d PIanniny
John F'rith� P.�.
AREA 1.5035 AC/65,490.77 S.F -
-_ -- j 7:9 2 0 G o I d 1 4 f S t r. e e t
- -' O'rIando.
FIoridv 3281'1 '
(407) 298-9236
DATE
REVISIONS
BY
CHK4
ON CO
Marketing Depart
DATE 7/ 10/ 89
le//�/89
eeV. L_/FT S7`A ion!
7: l!
DRAWN BY P W K
10116189
Ri'vlsED PzR C„I. of 5,lmcoRc Co tHe'vrs
J R 1J
CHK BY MLM/JJF
9126189
REc/�sEn Pip Ewcl2. c0,,fHe-n/ rs
s: ? c✓:
SCALE I " = 20'
PA Y, U.-S.A. ADIVISK a OF EXXON COnPOkAT" PROJECT NO_
1t/i
rr►®nt Ft al Estate & Engirmwing
DISC NO -
SITE PLAN RAS NO_
4-1054
U.S. HWY. 17 8(92 / LAKE MARY BLVD., - DWGL NO_
SANFORD (SEMINOLE CO.),,,-FLORIDA I- OF 8
10'-2 1 /2"
6'-8 3/4"
6'-0 1 2"
I 1/8"
4" 4"
�i A 1
'n� s 1/2" jj 5'-8 1/2"
r"
CONTRACTOR TO PROVIDE ELECTRICAL
BOX THRU MASONRY WALL
Self
Cash
ilxxon
mopular
0
000,
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Exxon 1
unloaded �L' (- J�
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lixxon �xtta
Unloaded
DO
O O
o
Q
5 1/2"
1 1'-8 7/8"
8 X 8 X 16 CONCRETE BLOCK
WALL W/ BRICK —FACE
STUCCO VENEER
I I
Ln
I I I
HANDHOLE — I iT
n in f1GROUND
—
LEVEL�` r
. Ir ...
.11 .' _ .
,a><�.�a L —
__ I.6" -
... �'.'.'.'.':.'.'.' '.'.'.' .'. :L........:. .
..... ':':':f.::':':.'::':':' ::'::'::'::::':':'::'::'::':
.:'::':1:'::':':':'::':':':':': ::'::':':'I': :':':'::':':':'':':':'::':': :'::':'::': ':':':':':
I . ..... .. ::::i::::::::
.............1
1 ....... I 6'-4 3 4" I .......
I
................ 1...•... 1
I• • • • • • . • • • • • •'•j 1....... .'.'.....j
I. I I....... ......'I
I. .'.'.'.'.'.'.j L ....... .......j
L"----- -J L-'—' ------J
SIGN FOOTING (TYP.)
SEE DETAIL 2-1 A
11'-2 1 /2"
SIGN ELEVATION
—10"
12"
(D
M
tn
9 X 8 X 16 CONCRETE BLOCK
VALL W/ BRICK —FACE
;TUCCO VENEER
LIN TLE BLOCK W/ 1 -- #5
(CONT.) AND POURED SOLID
FILL W/ CONCRETE 11
i--
HORIZONTAL WALL REINF. 11 I 1
16" SPACING
►t---.'Arm-'�'.'.-.'sl'---rl-
f, ,i► • • :I I1 I _III— 1—# 5 REBAR AT EACH
tt IN, __11 CORNER CELL AND MIDDLE
n,',','p,',',',',',',','lJ,',','r CELL OF WALL. GROUT EA. CELL SOLID.
11 I........f . .....I 6"
I r
.. 1. '.:....' '.'.'..'.'.'.'... .'.'.'.'..'.'.'.'.".'..'.' .1....... WALL FOOTER
0 1. L.............. ...IL1
J............ ..
. �.� . •w'i'
... 3—#5 REBAR CONT.
5/8" 0 ANCHOR BOLTS (TYP.)
SEE DETAILS 1-1 & 2-1 I• •I• •I #5 REBAR 0 12" O.C. (EXCEPT "THRU SIGN FOOTERS)
...............
I••••••• ••••••I
ACTUAL 51 G N FACE AREAS
17,*T I 5-F EXXON ID
(TYP.) Ib, 38 S�F• ANCILLARY
10.38 .5-F. ANCILLARY
Z4,IIrc 5�F, PRICE
, •�3 S. �.. TOTAL Lr 5-Y5T E M
FOUHUATION F, UH5E H-OTE F0;JrI0ATI0t1 4 QA5E I'LATE
SYMMETRICAL 5YMMETRICNL
ANCHOR BOLT HOLE
t
p p
DRILLED FOUNDA
L3- (TYP.)
/ / \ DOUBLE POLE SIGN PLAN
W/NO L 0,10 : 50 P..S F
SECT/ON A A
MASONRY NOTES:
j --t
�-f ,
r-
s XMr9Erff/CAL
/2'x 4 X T S rRUCrlleAL
GROUT TUB/NQ
3/4" Ct1AMFER
--1 ITF'f'RUA.
/-0.Y VOA T'/OrV RE//V, '
/ B-Na6RegAH
I I ( T O.C.
(
T YF')
3-■3 TIES
00 r7'ON/J
/ G \ SECTION THRU FOUNDATION
I
1. THE ULTIMATE NET COMPRESSIVE STRENGTH f'm OF MASONRY UNITS SHALL
NOT BE LESS THAN 1000 PSI FOR BLOCK WALLS.
2. CONCRETE MASONRY SHALL BE MADE OF PORTLAND CEMENT AND NORMAL
WEIGHT AGGREGATES (ASTM C33) AND SHALL CONFORM TO ASTM
SPECIFICATION C90 FOR HOLLOW LOAD BEARING MASONRY CONCRETE UNITS
OF GRADE N AND TYPE 1.
3. INSTALL DURA-WALL REINFORCING IN EVERY SECOND BLOCK COURSE.
4. MORTAR AND GROUT SHALL CONFORM TO ASTM C476 WITH MIN. 25000 PSI
COMPRESSIVE STRENGTH.
5. CLEAN OUT OPENINGS SHALL BE PROVIDED A,T THE BOTTOM OF ALL CELLS
AND ENSURE COMPLETE FILLING OF THE CELLS. USE VIBRATION OR OTHER
METHODS.
6. STUCCO TO BE COLORED TO MATCH EXXON TAN SPECIFICATIONS AND TO BE
STRUCK BRICK FINISH.
GENERAL NOTES:
1. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD
BUILDING CODE LATEST EDITION AND ALL LOCAL CODES CURRENTLY IN
EFFECT.
2. CONTRACTOR SHALL COMPACT SOIL UNDER ALL FOOTINGS TO ACHIEVE
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
CONCRETE NOTES:
1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE
INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."
2. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE
3000 LB. PER SQ. IN FOR CONCRETE.
3. REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615
"DEFORMED AND PLAIN BILLET -STEEL BAR FOR CONCRETE REINFORCEMENT."
LATEST EDITION GRADE 60.
NOTE: THIS IS A SPECIAL APPLICATION OF SYSTEM 20 SIGNAGE.
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