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HomeMy WebLinkAboutChevron (Okeechobee Rd.) 53031-53035BUILDING PLAN CHEC
T. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA
TELEPHONE 465-6655
JURISDICTION:
St. Lucie County
PROJECT NAME:
CHEVRON-ST. LUCIE CROSSROADS
CONTRACTOR:
B & M Construciton
ARCHITECT:
Kimley-Horn
OWNER:
Carl & Ira Tasch
LOCATION:
6900 Okeechobee Rd.
BUILDING SIZE:
768 sq. ft.
OCCUPANCY TYPE:
Business
CONSTRUCTION TYPE:
SBCCI. IV on.
PLAN NUMBER
#6029
BUILDING DEPT.
NO. 90-1173
PHONE NUMBER
813-644-0456
PHONE NUMBER
562-7981
DATE RECEIVED
— 5-10-90
NUMBER OF STORIES1
BUILDING HEIGHT
N F PA.
FIRE PROTECTION: Automatic Sprinkler Yes No
Occupancy Hazard N.F.P.A. #13
Requirements:
1. Hold down assemblies, Sheet M-8. There shall be one (1) tie down strap for each 2000
gallon in size or manufacturer's specifications must be followed.
Provide traffic bumper protection on each end of each island. Minimum 4" steel piping
filled with concrete.
3. Inspections require 24 hour notice. Inspections required for tie downs, pressure,
depth of cover, and final inspection.
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS
ig cN ruR DATE
is
BESTEEL INDUSTRIES
a =
CLIENT: CHQYQOIV USA -DOC.,
I r I TABLE OF CONTENTS:
SUBJECT
I •> s-Wi r-t AM�1PoVA - L� 7TF--R
2•) 33 -CD x 11&-0 It) CDL-. CANC)P\(
?..O CAA• Cam. 'D '3f�STD�.c-lL_
.i Zo-3x 46-(o LSL_A)b ► l�Kl-TE2
Sl-�fc.A2 �rvp.L_L a�,Slc�r�J
2Z C.�A • Cam. � �S i D �c,LtL.
4.) C_\Ai l H C-A(ZW A S i4
eE'sTEEz
C �L
w
PAGES
I-�
r- I
J08
OFz1
CARROLL A. CAMPBELL. JR.. CHAIRMAN
GOVERNOR
GRADY L. PATTERSON. IR.
STATE TREASURER
EARLE E. MORRIS. JR.
COMPTROLLER GENERAL
March 8, 1990
Dear Sir:
STATE OF SOUTH CAROLINA
it�cte �bbget anb Tantrol
19ourb
DIVISION OF GENERAL SERVICES
,_J11;J,•� � d�
JAMFSM A
CHAIRMMAN.N. SENATEFINANCE COMMITTEE
RICHARD W. KELLY
DIVISION DIRECTOR
ROBERT N. MdELIAN
CHAIRMAN, WAYS AND MEANS COMMITTEE
BUILDING CODES AND REGULATORY SERVICES
JESSE A. COLES. JR.. Ph. D.
1201 MAIN STREET, SUITE SM
COLUMBIA. SOUTH CAROLINA 29201
EXECUTIVE DIRECTOR
ADRIENNE R- YOUMANS
EXECUTIVE MANAGER
Mr. L.C. Evans has requested that I contact you concerning a modular
building destined for your state,
The Chevron U.S.A. submittal 20X46 has been reviewed and approved by
this office for manufacture in this state.
According to our reciprocity contract with the state of Florida, this
building will be accepted with our state taking responsibility for its
conformance to the applicable codes of the State of Florida.
If you have any further questions, please contact my office.
ohn C. "JakV Jones
II[Vineering Associate III
South Carolina Building Codes Council
JCJ/js
S.C. BOARD FOR S.C. BUILDING 5.C. MANUFACTLR4 � ` t 1' Ij
BARRIER FREE DESIGN CODES COUNCIL ��"" "� " P BOARD OF
(80) TJTL566 HOUSING BOARD PY CHNIC SAFETY
. ... _:-._ (803)>IT-0369 (903)1JT-066T
(eon TDasw
c wFve va vs A
30/3 S
O J
Q. A
co
co *J
1 36-0 x 11B-o /O C otv,.rN C A"O.Pj
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w INO; SS" PSP LAUWA(
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FASCIA: 3-(, lllcd, /S.PIA
4-L CZ4, //T
1
tJEa,< ,,A�]
o+t : 1 ow -- 487.S
=
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46 =
752.2 27296, Ps;
F
= ,G (Sv) = 30 1Ls; oK
D+Wwo;
= 393.8(IG)/4411 = /¢282 Pal
USING
CoNT1NUrTl
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20 �� �R SIT
8
0
11
LA...
1119 CO.
BESTEEL
FULLERTON IN.
INOUITIT, CA 917A1
i10 CECOII AO.
.AUENIONO
3411 NO. CTLTANIA
��—
12131117-1251
30. CAROLINA 19FIA
1
FONT ■„IT„
TEXAS MI I
e
p141611-1111
18071 671-1761
p171171.1116
N
N
x
cx
LJ14X
i
SPLICE
rry
N
N
x
v
3 (TS /0 sE
, To
h
I
I
4Z'tx11z x316 AO
2 SHT' OF3
21
90 .Foe c✓-op42
'URQAIZ P-l: (CoNfT,40vv.S CrAM) w
GA1D+c = 3-Mv, (12,b9') + 11419 + 22 Z I -41 /8-&
=4G,8Pi/,(81)oc RAt R8t act
2414A7 4ZS0#(&79) "8,aA411753*(2034) Rc,"Ax- 3/o9Z*(SZ7)
ppr
/YIMA% 19.57K.C/„ l3 /i%riAxg' 23.79N.e„:O, �/DfWiNp—(BI-4D,SXIZ,9')�/,33
UsE ul 14 x 27- (A isc Ps z-&4)
P-2; (SAAIr- D/46,QAM AS P-1) U)D+A; 33PsP (14')-Z� +22= 473P,f(48)oE
.
"AMArt 4357r(407-) R8, M67610Zos) kC„,, 3769(312)
At
/4ATAYZFA,! Zo,o7K. ,'7/s' /+LArig= 24,OSK.G�i O AISPAI7$_6/4,SK
USE U14 X 22 (AISC PS
P-3: P=193* P,o« 4280#(527)o4
wp+(. = 46,8 PIP (aI) DF
iPF P I
w
8-�4- ot z�-o Et 6
1Cp,�A,c' /OS4/D�(I qS7) RE,��x /3 2l7'�(1973)
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USE Gd14 z 22 (A I S C PS
P-4: (SAME DiA6RAM AS P-J) P . /83 .Po+� = 43S-7*(3IZ) Oo,c= 473Pit (49)04
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USE
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Po,2= /3446*0140 1"= 8(v,07 r'.e„ =6
Ose w14y,34 (Aix Piz-&z)
OL,IMAJS P,'t1 A 7 7 K
P3 P P
(o�Si t k
r3.5(24.s') 2 (14,s * ' 1(14.$) tl
3SPSPL z cats-
+ Z J = S251S0
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20.91 Kr
a
7-0.91 _ (o3 < /,o oK
.G Fy /.33 -
(%SE %S /o x /0 x 14
d 2; 4,2SM d, 5.82 6= 3 T4.24'
b s, S3 = /ooPso(2)1,33d = 2(o7d
1/5E 3-0 So. X &-D DEEP Fri.
A M .49 < .,e,5
USE 4 -'�� w/"3 7-,,Fs
COLN(AIECT/On/S
Pv,e(- I7✓ r C- 6Ar : (%sF d- SB 14�A3o7 �1.6
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1'f1QL,n1 SPLICE ; USE A36
—1• II99 30. LI EATOA A6 320 IEC3U 10.
(BESTEEL IOOOITAL CA 11711 WALTEII00 3421FORT W TLTAOLA
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en
r
STANDARD BASE
PLATE DESIGN
L=D+2+t
CONSTANTS:
P=(M*12)/2L
b=D+4
a=2 in
t=((2*P*e*6)/(Fb*b)1^0.5
Fb=27.0 Ksi
Sw=D'2+(D'2/3)
Fw=0.928 K/in
fw=(M*12)/Sw
Bolts=ASTM
A36
Fw=70*0.3*cos45*(1/16)
Weld(B)=fw/Fw (1/16's)
BBP$ M
P Bolt Dia
t(req)
t(act) Weld
B/16
Weld
(:,-M) (Ft-k) (Kips) (in)
(in)
(ir`
req'd
actual
10-10 10
4.7 3/4
0.55
C.75
0.970
1/4
10-20 20
9.Z 1
0.77
1
1.940
5/16
10-30 30
13.8 1
0.94
1
2.909
5/16
1O-40 40
18.1 1-1/4
1.07
1.25
3.879
5/16
10-50 50
22.6 1-1/4
1.20
1.25
4.849
5/16
10-60 60
26.7 1-1/2
1.30
1.5
5.819
F.P.
10-70 70
31.1 1-1/2
1.41
1.5
6.789
F.P.
12-10 10
4.1 3/4
0.48
0.75
0.673
1/4
12-20 20
8.1 3/4
0.67
C.75
1.347
1/4
12-30 30
12.0 1
0.82
1
2.020
5/16
12-40 40
16.0 1-1/4
0.94
1
2.694
5/16
12-50 50
19.7 1-1/4
1.05
1.25
3.367
5/16
12-60 60
23.6 1-1/2
1.15
1.25
4.041
5/16
12-70 70
27.5 1-1/2
1.24
1.25
4.714
5/16
12-80 80
31.0 1-1/2
1.31
1.5
5.388
F.P.
D
�I
B
(
( M
❑
L
!MMU06, L
STEEL.+M
LL
....,,...«..
aW .,
WL.«Y
TITLE:
No.
STANDARD
BASE PLATE
M Yq
REVISION. 2
S 9 S T D E C K
a 20 Gage Grade "D" Deck 14
c Fy = 50.00 ksi e
t = Thickness
d
DIMENSIONS
a =
0.257
in
b =
0.760
in
c a
2.930
in
d =
15.970
in
e =
3.000
in
f m
1.020
in
g =
0.750
in
t =
--------------
0.036
in
SECTION PROPERTY RESULTS
--------------------------------
POSITIVE NEGATIVE
I(x) 1.0192 I(x) 0.4643
x 0.6895 x 1.6218
Smin = 0.4411
Area - 0.8863
--------------
POSITIVE BENDING
Smin = 0.2863
Area = 0.3711
--------------
ELEMENT
W
t
W/t
b eff
h
x
a
----
SHEAR
0.036
0.257
2.802
b
0.760
0.036
21.170
0.760
0.036
2.912
c
--
SHEAR
0.036
2.930
1.465
d
15.970
0.036
TENSION
15.970
0.036
0.018
e
----
----
SHEAR
0.036
3.000
1.500
f
1.020
0.036
28.412
1.020
0.036
2.982
9
----
----
SHEAR
0.036
0.750
2.625
NEGATIVE BENDING
ELEMENT
W
t
W/t
b off
h
x
a
----
SHEAR
0.036
0.257
2.802
b
0.760
0.036
TENSION
0.760
0.036
2.912
c
----
SHEAR
0.036
2.930
1.465
d
15.970
0.036
444.847
1.621
0.036
0.018
e
----
-----
SHEAR
0.036 -
3.000
..;I.1500.- `
f
1.020
0.036.
TENSION
1.020-
0'035
.''2 0-2
g
----.
----
SHEAR
0.036
0.750
2.i625
MATERIAL: A446 Grade"D" Fy = 50 ksi -> Fb = 0.6Fy 30.0 ksi
NOMINAL THICKNESS: t nom. 0.0299 in.' (22 Gag'-e)
Where,
253t I 55.3
b eff--------- f i -
Fb'.5 I W/t Fb%5 ( fAISF
® ilnrnwme= ueuwre 20 GR- DD"
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BESTEEL STA1bARD SnkR MALL DESIGN:
i
THE BESTEEL SHEAR MALL Is COMPOSED OF 3" DEEP, 16" WIDE
INTERLOCKING PANELS. SACH PANEL IS ATTACHED TO THE BTRUCTUE.E
WITH 2-030 SCREWS AT THE TOP AND BOTTOM OF EACH PANEL.
THE SPATHE CINGSOF THE STEZITC S CRREN EWSSVARIESOWITH10 RTHE4TYPEKOF�SCREW USED AND THE THICKNESS OF THE BASE MATERIAL.
BOTH iSTM A446 GRADE B AND GRADE D MATERIAL WAY BE USED IN THE
SHEAR MALL. FOR PURpOS"r DESIGN, GRADE B PROPERTIES ARE USED
REF• AI8I COLD -FORMED SPECIFICATION, 1986 ED.,p9.I-32, SEC.C3.2
Fyn 37000 psi
to 29S00000 psi
kv= S.34 FOR UNREINFORCED WEBS
h= 16 in. NOMINAL
t= 0.0239 in. FOR 24 GA.
0.0299 in. FOR 22 GA.
0.0359 in. FOR 20 GA.
0.0478 in. FOR IS GA.
h/t)l.38(E*kv/Fy)'1/2= 90.04505
h/t= 334.7280 KIN., THEREFORE USE SQ. C3.2-2 - -
Va=0.53•E*kv*V 3/h 1Ds. PER 16" PANEL
WITH 33% INCREASE FOR WIND OR SEISMIC Vnax=1.33•Va/1.33ft.
GAGE "to Vaax 010 CAP. SPACING 014 CAP. SPACING
24 71.24 369.33 32 555.34 32
22 139.49 369.33 30 644.00 32
20 241.44 369.33 18 644.00 32
18 569.91 369.33 7 644.00 12
SCREWS: ALLOWABLE SHEAR BASED ON AMS ICBO NO. 2392P
010 TEKS ALLOWABLE SHEAR= 2770 DIA.=.188"
014 TEKS ALLOWABLE SHEAR= 4830 DIA.=.248"
REF. AISI COLD -FORMED SPECIFICATION,1986 ED.,D9.I-55,SEC.E3.3
MAX. BEARING FORCE- 3.00•Fu*d"t/2.22 AISI EQ.E3.3-2, Fu=52ksi
SCREW CAPACITY IS THE LESSER OF ALLOWABLE SHEAR OR BEARING
MULTIPLIED BY 1.33 FOR WIND OR SEISMIC.
SPACING(in.)= (SCREW CAPACITY/Vnax)•12 in./ft. < 32"sax.
TITLE:
�•�"' `® "� �"� No. AS18-24
DESIGN
MMF
H
RevlsloN n
ss9TDICX
g
a 72 Gage Grade "B" Deck
c Fy a 37.00 ksi •
t a Thickness
d
DIMENSIONS BECTION PROPERTY RESULTS
-------------- --------------------------------
a a 0.257 in POSITIVE NEGATIVE
b a 0.760 in 21x) a 0.8515 2(x) a 0.3837
c a 2.930 in _
d a 15.970 in x a 0.6878 x a 1.6297
e a 3.000 in -
f a 1.020 in Smin a 0.3683 Smin a 0.2354
g a 0.750 in -
t a 0.030 in Area a 0.7381 Area a 0.3076
POSITIVE BENDING
ELEMENT W t W/t b off h x
a ---- ---- SHEAR 6.030 0.257 2.902
b 0.760 0.030 25.418 0.760 0.030 2.915
c ---- ---- SHEAR 0.030 2.930 1.465
d 15.970 0.030 TENSION 15.970 0.030 0.015
a ---- ---- SHEAR 0.030 3.000 1.500
f 1.020 0.030 34.114 1.020 0.030 2.985
g ---- ---- SHEAR 0.030 0.750 2.625
NEGATIVE BENDING _
ELEMENT W t W/t b off b x
a ---- ---- SHEAR 0.030 0.257 2.802
b 0.760 0.030 TENSION 0.760 0.030 2.915
c ---- ---- SHEAR 0.030 2.930 1.465
d 15.970 0.030 534.114 1.570 0.030 0.015
e ---- ---- SHEAR 0.030 3.000 1.500
f 1.020 0.030 TENSION 1.020 0.030 2.985
g ---- ---- SHEAR 0.030 0.750 2.625
MATERIAL: A446 Grade"B" Fy = 37 ksi -) Fb 0.6Fy a 22.2 ksi
NOMINAL THICKNESS: t nom. a 0.0299 in. (22 Gage)
Where.
253t 1 55.3 1
b eff =--------- i 1 ----------- I (AISI 2.3.1-1)
Fb% 5 I- w/t Fb".5 -I
22 GA. GR. B DECK
aAVt a �s' art.ww +wi ■ mwu ERTIES �' I O° 1
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B E S T D E C K
a 22 Gage Grade "B" Deck
c Fy = 37.00 ksi
t = Thickness
DIMENSIONS
a = 0.257
in
b = 0.760
in
c = 2.930
in
d = 15.970
in
e = 3.000
in
f = 1.020
in
g = 0.750
in
t = 0.030
--------------
in
m
e
SECTION PROPERTY RESULTS
--------------------------------
POSITIVE NEGATIVE
I(x) = 0.8515 I(x) = 0.3837
i
x = 0.6878 x = 1.6297
Smin = 0.3683 Smin = 0.2354
Area = 0.7381 Area = 0.3076
--------------------------------
POSITIVE BENDING
ELEMENT
W
t
W/t
b eff
h
x
a
----
----
SHEAR
0.030
0.257
2.802
b
0.760
0.030
25.418
0.760
0.030
2.915
c
----
----
SHEAR
0.030
2.930
1.465
d
15.970
0.030
TENSION
15.970
0.030
0.015
e
----
----
SHEAR
0.030
3.000
1.500
f
1.020
0.030
34.114
1.020
0.030
2.985
9
----
----
SHEAR
0.030
0.750
2.625
NEGATIVE BENDING
ELEMENT
W
t
W/t
b eff
h
x
a
----
----
SHEAR
0.030
0.257
2.802
b
0.760
0.030
TENSION
0.760
0.030
2.915
c
----
----
SHEAR
0.030
2.930
1.465
d
15.970
0.030
534.114
1.570
0.030
0.015
e
----
----
SHEAR
0.030
3.000
1.500
f
1.020
0.030
TENSION
1.020
0.030
2.985
ig
----
----
SHEAR
0.030
0.750
2.625
MATERIAL:
A446 Grade"B"
Fy
= 37 ksi
-) Fb =
0.6Fy =
22.2 ksi
NOMINAL THICKNESS: t nom. = 0.0299 in. (22 Gage)
Where,
253t I 55.3
b eff =--------- I 1 ----------- ;
Fb-.5 I W/t Fb'.5 ;
`®�'®
BE.5jEEL
uuugwln.0
gpn1, 411t4
unernlu
p01f/®
Qnl n0.1}fl
sl rtl llp
a"AWN1t"m
�®�
I714 YFIpi
11A UI-il/i
IS2,2 GAGR. B DECK
TUlf"" ..lun CTION PROPERTIES
/p111.1. "In 11111
11rn m"m
6
(AISI 2.3.1-1)
OF
oe RD
STANDA
ST. LUCIE COUNTY PE" T p
Ir A LICATION zz� /S� rm uC / 77 ttt/F�`
_ CODE # SEWAGE <�e�_
rE&i�iIT µl DFAIt, �T—
?CATION OR PERMIT TO CONSTRUCT car wash buil&.ag as an accessory use to a
pLl ^ales facility (yo0 L JTFc-- HoBt�cu o
�LJaB L,OCATI&/ADDRESS Newt#-s#da- f Oct ke__h -h R a r a
✓I DESCRIPTION see attached Exhibit A
VLEZGA
oPtRTY TAX ID # part of 2324-312-0005-000/4
u.
p E 0 Ec • ofI _
LOT BLK UNIT
EC ? z 1'ywr s55 R 39E NE CG & CT PX{irntircc hange)
/// T SIZE/DIMENSIONS 320� x 84�.x 23,59!x 180� x 297.03` x 82'x 180�
L�t BACKS:,, ONT 129.16Sout�R98:08tvorth_�c DE94.07West �" 215.1*ast
I COST�S-D'DD,P>0 BP VALUE RADON �'
V - FT BUILDINGS: LIVING AREA jCCESSORY /.7�;�, �/vliJ
v r/
©l ENGINEER NAME Kimley-Horn & Associates, Inc. PHONE 407.562.7981
W ST 3885 20th St. CTY Vero Beach ST Fl. ZIP 32960
CONTI TOR:�E REG/CERT #�3AO. /%�%D3f� 1-C�NTY CERT #c�J�D
LNNAME B&M Construction CoInc. PHONEyQ/3 ��} `�%4S7."
✓ ST,374�, D& CTY ,4%1FYJ{AI4 ST ,tt ZIP ,fo
fWNER OF NAME Carl and Ira Tasch PHONE 201.923.6978
PROPER.
BEST 1407 Chestnut Avenue CTY Hillside ST NJ ZIP 07205
t% S ATE OF FLORIDA, COUNTY OF ST. LUCIE
Before me, the undersigned authority, personally
appeared, Bobby Lee Moore who upon being duly sworn,
deposes and says that the information contained in the foregoing
application is true and corre t-
APPLICANT �
Sworn and SlAbscribed before me this day of
19
/Jj�7ti9C'T �o
_SCHOOL IMP CT /'j
Notary Public, State of FL a a jj%,jde Req_yes no � �s
My conmi-ssi'on expir0f" 10 190Amt Pd l st i7 i�x%c
(ommimon o « Date Pd bone
6,nd.d Thl-TI-y Fa ^
CHECK LIST
FRI 90- 1173
Project Name: CHEVRON ST. LUCIE CROSSROADS--.;C.AR WASH R7TTT.nTXr— _
Ph: 562-7981 (VERO BCH.)
Architect: RIMLEY-HORN & ASSOCIATES INC.
Contractor: B & M CONSTRUCTION CO., INC. Ph: (813) 644-0456 (LAKELAND)
CARL & IRA TASCH ph: (201) 923-6978 (NJ)
Owner:
I 95 - OKEECHOBEE RD. FT. PIERCE, FL
Address:
occupancy Classification:
Type of Construction:
Height and Area:
occupancy Requirements per Chapter IV:
Construction Requirements:
A. Fire Protection:
B. Egress Requirements:
Other Requirements:
Elevators
Sprinklers A Standpipes
Combustible Haterials - Interior
Roof Zoverings
LigbE, -- Ventilation - Sanitation
Handicap Requirements
Plans sent to Fire Dept. - Date:
Plot Plan Check
Vater
_ Energy Code
SevCI
Paving b Drainage approval by Engineering Dept.
Special Conditions prior to issuance
Threshold Affidavit/Before Issuance Affidavit
Approved:
ST. LUCIE COUNTY PERMIT APPLICATION r®� 7� fib/
PERMIT NO. CODE # SEW
nGE PE:u"111T 110.�E U
�PLICATION FOR PERMIT TO CONSTRUCT verhead canopycand gas line dispensers
es faciit
G ne sal�/00 �/�'E�"C' .BED" p
FiOB LOCATION/ADDRESS eec n
a urnpi e.
EGAL DESCRIPTION see attached Exhibit A
.ROpERTY TAX ID # part of
2324-312-0005-000/4
TS PLAN NAME ' ` `Chevron>MA'?'`
#
UFfOOD
ZONE ELEV
LOT BLK UNIT
C V 35S
39E
CG a. CT
.Gj@ jx
T SIZE/DIMENSIONS 320 x
84 x 23.591
x 180 x 297.03'
x 82y x 1801
c.T BACKS: ONT36 50'Soutb 106.14'Nor1 +219.95'WestSTu
�� 111 r ��' "
—E4 T COST.3S� atq BP VALUE RADON
rFT BUILDINGS: LIVING AREA '�" 7v „ACCESSORY
ENGINEER NAME Kimley-Horn & Associates, Inc. PHONE 407.562.7981
QQ 4 ST 3885 20th St. CTYVero Beach ST Fl. ZIP 32960
£ CONTRACTOR:,,S ATE R /CERT # C� A G ®DD % TY CERT #
AME B&T Construction Co: _ Inc. PHONEg/LN _Oyu('
? ST %® (O L 4 CTY ST ZIP
rNER_OF NAME Carl and Ira Tasch PHONE 201.923.6978
PROP RTJY: f
/}^,� 'ST 1407 Chestnut Avenue CTY Hillside ST-E -ZIP. 07205
G 4 ✓ STATE OF OF FLORIDA, COUNTY>OF ST. LUCIE -w•'
Before me, the undersigned authority, personally
appeared, Bobby Lee Moore who upon being duly sworn,
deposes and says that the information contained in the foregoing
f application is true and co/rrct.
0
l APPLICANT
Sworn ` and s bscribed before me this day of
1
// 7-
Notary Public,,' State SCSOOL IMPPiCT
i My commission expires ' fFlorlde'R'eq— Yes �no
4, jq�pt Pd �Z>tst
Bonded ihry Troyf •Insu ana Date Pd zone .,�•
--- Fee 1 ,�
CBBCK LIST
pR0 90- 1172
Project Pace: CHEVRON ST LUCIE CROSSROADS - CANOPY & DISP
un*91MR —
Ph: 562-7981 (VERO BCH.)
Architect: KIMLEY-HORN & ASSOCIATES INC.
B & M CONSTRUCTION CO., INC. ph: (813) 644-0456 (LAKELAND)
Contractor:
CARL & IRA TASCH ph. (201) 923-6978 (NJ)
Owner:
I 95 - OKEECHOBEE RD. FT. PIERCE, FL
1. Address: --
occupancy classification:
Type of Construction:
Heigbt and Area:
occupancy Requirements per Chapter IV:
Construction Requirements:
A. Fire Protection:
B. Egress Requirements:
Other Requirements:
Elevators
Sprinklers & Stsudpipes
Combustible Materials - Interior
Roof Coverings
Light - Ventilation - Sanitation
Handicap Hequirescuts
Plana cent to Pire Dept. - Date:
I
st wer
Energy Code
Paving & Drainage approval by Engineering
Dept.
Special Conditions prior to issuance
Threshold Affidavit/Before Issuance Affidr°vat
ST. LUCIE COUNTY PERMIT
x'Ltii PERMIT NO. CODE #
IM-3
PLCCATION FOR PERMIT TO CONSTRUCTm,
a
B LOCATION/ADDRESS- E4
,tEGAL DESCRIPTION see attached Exhibit A
I
APPLICATION //-/X. ' �i // py�ppl
a�%Z � LC�i
SEWAGE PERMIT O. rj*4 - �
at gasoline sales
PP6PERTY TAX ID # part of 2324-312-0005-000/4
TE PLAN NAM1s 'M ''Chevr'on MOO
D OD ZONE C, ELEV
LOT BLK UNIT
C 24 7 35S RfiE 39E CG & CT P v±� 1 a• a
� T SIZE/DIMENSIONS 320 x 84� x 23,.59� x 180' x 297.03/ x 82' x 180�
n !/
hRF'A
h BACKS: FRONT72.29$,Sbut167.9e NortS� D 223.331<WestSI�0.00� East
o- ST COST wP Dd 7 , BP VALUE RADON
m �U
£ I* FT BUILDINGS: LIVING AREA �CESSORY �f
ENGINEER
NAME Kimley-Horn &Associates, Inc. PHONE 407.562,7981
cf�
,> ST 3885 20th St. ,J CTY Vero Beach ST Fl. ZIP 32960
CONT/RA�,'TOR: ATE REG/CERT # �J C� . �O/� 30 3 COUNTY CERT /#q5-7Q
L/ ✓,�73� ion - Inc. PHONE/}=l��f-O.g`co
ST _YZe6 Li M 6}- li CTY .LAW1 r4AfAST ZIPSD �7
a QWNER OF NAME Carl and Ira Tasch� PHONE 201.923.6978
ST 1407 Chestnut Avenue CTY Hillside ST A _07205,
1' ZIP _
�,t��''��TAT/xE OF FLORIDA, COUNTY OF ST. LUCIE wy'"
���U Before me, the undersigned authority, personally
appeared, Bobby Lee Moore who upon being duly sworn,
deposes and says that the information contained in the foregoing
application is true and correc
APPLICANT Sworn t and subscribed b®fore me this
dayof
�19 9 y�
No' ar.- Public, S tiatPvf St& H*idn
My comnission exp irCnmmiseion Ex t:y nt C, aT 14 9a9$
bonded Tb,. Loy F.; - I , •-
SCHOOL IMPI�,&
Req_yes /no �!'yPs
Amt P DataPd -Zone
' � J
CHECK LIST
pR/ 90-1171
Project Name: CHEVRON ST LUCIE CROSSROADS - CONVENIENCE STORE k CASOTAWE._SALES
Architect: KIMLEY-HORN & ASSOCIATES INC. Ph: 562-7981 (VERO BCH.)
Contractor: B & M CONSTRUCTION CO., INC. Ph: (813) 644-0456 (LAKELAND)
CARL & IRA TASCH Ph: (201) 923-6978 (NJ)
Owner:
Address:
I 95 - OKEECHOBEE RD. FT. PIERCE, FL
Occupancy Classification:
Tyne of Construction:
Height and Area:
occupancy Requirements per Chapter IV:
Construction Requirements:
A. Fire Protection:
B. Egress Requirements:
Other Requirements:
Elevators
Sprinklers 6 Standpipes
Combustible Katerials - Interior
Roof Coverings
Light - Ventilation - Sanitation
Handicap Requirements
Plans sent to Fire Dept. - Date:
Plot Plan Check
Later
"a
Sever
Energy Code
Paving 6 Drainage approval by Engineering Dept.
Special Conditions prior to issuance
Threshold Affidavit/Before Issuance Affidavit
Approved:
CHECK LIST
pRp 90- 1170
Project Rame: CHEVRON ST. LUCIE CROSSROADS 12 bM�GE TANKS )
Architect: KIMLEY-HORN & ASSOCIATES INC. Ph: 562-7981 (VERO BCH.)
Contractor: B & M CONSTRUCTION CO., INC. ph: (813) 644-0456 (LAKELAND)
CARL & IRA TASCH ph: (201) 923-6978 (NJ)
Owner:
195 - OKEECHOBEE RD. FT. PIERCE, FL
Address:
Occupancy Classifi
Type of Constructi
Height and Area:
occupancy Requirements per Chapter IV:
Construction Requirements:
A. Fire Protection:
B. Egress Requirements:
Other Requirements:
Elevators
/ 4 Sprinklers & Standpipes
Combustible Materials - Interior
Roof Coverings
Light - Ventilation - Sanitation
' � Handicap Requir to
} Plans sent to Fire Dept. - Date: J" P-6� Approved:
i
d
Plot Plan Chftk
Water Sewer
Energy Code
Paving & Drainage approval by Engineering Dept.
Special Conditions prior to issuance
Threshold Affidavit/Befow�, Issuance Affidavit
t
ST
PERMv" NO.
PLICATION FOR
egm LOCATION/AD
ev]�GAL DESCRIPTI(
ors- 70.. // 70
LUCIE COUNTY PERMIT APPLICATION
rnnR # SEWAGE PERMIT ei0.
3-12,000 gallon double-WaTI
PERMIT TO CONSTRU T under round asoline storage tanks
90 U Oi��E a
RESS North side o£ Okeechobee Road at Crossroads Blvd. between
see attached Exhibit A
TAR ID # part of 2324-312-0005-000/4
ZONE- /�. ELEV
,"U/u --- LOT BLK UNIT
T",---/35S n 39E
SIZE/DIMENSIONS 320 x 841x 23.5.9'x
)BACKS �ONT _ N/A A g N/Ai
ST COST -71 n n
��
180' x 297.03' x 82' x 180'
N/A
WA
`f I D BP VALUE RADON p
!.emu FT BUILDINGS: LIVING ARE' ,ACCESSORY_
ENGINEER _*TAME Kimley-Horn. & Associates, Inc. PHONE 407.562.7981
ST 3885 20th St. n CTYVero Beach ST Fl. ZIP 322960
CONTRACTOR; ATE REWCERT # (',(' , 6r9 TY CERT # / p5f71
AME B&M Construction Company, Inc. /
/ � - PHONE/3-�0�.��O.tfS
I U� ST �%d� vi1- y� CTY4'QI "li�IA ST /C� ZIP D
U R OFNAME Carl and lira T—asch— PHONE 201,923.6978
PROPERLY:
Q
�Q ST 1407 Chestnut Avenue CTY Hillside ST NJ ZIP 07205
t TATE OFY FLORIDA, COUNTY OF ST. LUCIE
11 Before methe undersigned authority, Bobby Lee Moore personally' who upon being duly sworn,
3 deposes and says that the information contained in the foregoing
application is true and corm
s it
swornV - • sAbscribed
this day df
any Put w'
is State of FL at Lar a SCHOOL IMF'
M! ccrtim'sson expires g Ragayes�r/roy�? )fps
f,- o - a tatco m4 n - Amt Pd DLst -
Date Pd
--•--_---- Isty Con7mission [ttpEees Se�tS. 14, y%%, --- Zone -
-...'! Fee
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_F us,r,a,i�ed Buildings
APPROVAL
•,':, 2 A Title 8 Chapter •.'
w.1LL c�, ',� "'` < I with the South Carolina °v_.. Article 2 Pert 1 of the Official - -'
-- Georgia
Code of
� III
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— Type36 calve < t'2DEEP
the lol,c•..,n, clnc:+a COnft. N
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I P M E N T
ITEM FURN. INSTALL QUXNTITY 7=7_
MA"ACTURE
1 0 0 1 SALES COUNTER BESTEEL PART C'� _�23-CONTRACT
ry�-_ABN CONTRACT---
0 1 HAND SINK / DRAIN ELKAY LRi T
i - --------- 3 1 FAUCET / SOAP DISPN. AMST.2238-.285 BOBRICK 88221 ---FOR-ITE." 2, 4- SPRD.
- ------ F,'3R SINK W/PRIMER JOSJLM 49302 2"WASTE 3/4 G.------
4
5 1 N. 7. R. OTHERS ---
�Ii it FIELD INSTALLED
2� 1' SW -SEE ELECTRICAL DRAWINGS
t •PEP. .-POINT-EIGHT ELEC.
'q
7
a DRYER
9 '1 ;TOWEL DISP. PARKER958 STNLS. SATIN FINISH
10 11111 0 2 WATER CLOSET AMST. 9468.018 -eloill cadet_ -HANDICAP APPROV.
T24 JkPFRV. MIR. AP. 11 2 HAND SINK/OFFS. DRN. BOBRICK B310273/AMST. 9141001
12- 'PART OF TEM 11 t - 0 2 FAUCET / SOAP DISPN.
0 2 FLOOR ❑DRAIN JOSAM 30002-A-50-T W/ PRIM--- PROVIDESQ,TRIM
14 0 ft 2 EA GRAB BARS 1036/1042 BOBRICK 86206
BACK'G FOR 250 LB. LOAD
F
—iiil 2 TR-ASF BOBRICK B279
15
16 • 0 _3 EXH,' 'S" BROA.N 676-110CFM W/TEE--BkR Blil
1-f— • * 2 PAPE" H-. !%ER BOBRICK B-2740 NO CONT. DELIV
18 2 COAT riCG BOBRICK B-222 !;3, t-t --_ rTSH FLOOR
`tI/ le>1 -7 i C�) 1"_J 14 zlz %1/ 16. - F i c_� 1-11 14 19 SPARE
20 1 SCULI,FPY SINK METAL MASTER 18-36/2-18 rl TA 3 STEEL
A
- t!
le
I F- M 44-1
"D
?
%
E
yy
it V I
21 0 1 FAUC:-, FOR ITEM 20 ELKAY 66C 7 Y C,
22 ICH -�,�-_HXNE BY OTHERS
�_
_23__— _X' __ — , X . , , _- �, _R BY OTHERS
24t •
__0 EVAPCFLATOR COIL -+6*-8- -CLIMATE CON`i176 WiDEFLECTCR.• SINGLE tt,' ')UR FAN
25 2 DOWNSPOUT 3" CAST IRON RUBLESS--OR SCH 40 -P.V.C. CODE
26 ACCESS BESTEEL
27 -1 ROTOR VENT GRANGER 26525
29 0 2 DRAIN WASTE ELKAY LK 35 w/sToPs-_(PART -6if2o—)-
29 1 GRILL MCMASTER CARR 1837 KL3 WS 0 COLLAR
•-AMST. 834i.ill W/_ Vill JiRK PROVIDE BACKiNG
30 1 HOP SINK DRAIN EL MUSTEE 64 W/ 2"d 24- SQtii_X_10" H
1 FAUCET (MS)
t6 32 1 MOP RACK BOBRICK B-223X24
0 1 WATER HEATER-------- AO-Slill ELjvi irr_-il -+r-Zn" a '- v W
34 • 0 2 FLUSH VALVE SLOAX-ROYAL 110.3 (PART OF #10) -3/"PUD
35 • 0 2 TOILET SEAT CHURCH 5321 112 (PART OF #10) OPEN FRONT
hP
tt� 36
37 SPARE
38 1 SAFE --S -/B/ F_
COASTAL I AFS 7SISRU C1021
t _L
__39 2 TEMPORARY COLUMNS BESTEEL
RY
40 • 0 - 2 EXTERIOR -LIGHTS L LIGHTOLIER-LUMIC" 6565
BESTEEL 0 BESTEEL SUB CONTRACTOR y. X GENERAL CONTRACTOR, OTHERS.
0 0 0 A a C H 6 0 U L a
_ITEM QUAN LOCATION (SIZE THICK MATEXIALl
k 2 ENTRY SALES DR.- __3086 -1.75- — ALUM.--GLS.S.-g. 16
a RESTROOM 3070 1.75 SOLID CORE
20 GA. Si 12 2,4,6,18
C 570W-A-OE� -3070 -1.75 SOLID CORE 20- GA.--STL' _12 --4,7.18
UTILITY LOUVERED __3080 -1-.75- SOLID- CORE 20_GA,. STL.----- 12 4,6.18 VENT DOOR FOR R.A.
-1 EGRESS OPTIONAL 3080 2.75 SOLID CORE 20 GA. STL. 12
Ail _.2,-5, 9, 10. 13j�llt_,_
F 2 ELECT. CABXT. 3080 2.7i5 SOLID CORE' 20 GA. STL.
ING - STL. 5, 8, 13, 1,C, 11 GLASS.-.---- ___
G 1 COOLER LOAD 2668 ALVM.GLS. LOCKING "UK. _"=0 MANUJPA&�I�
4 - -4 is�o ALUM'_OLi_,1;6il ALUM
COOLER SALES (4) 2260 ARDCO -VANGUARD-BLY 1,7- SHELVES
ALUX.GLS. ALUM. AADC0 VANGUARD BLY, -1, 7 SHELVES
_J _1___ COOLER SALES (1) 2160 ALUM._GLS. —ALUM .- kkDCOLVANGU,ARD_BLK._-.ILACK
ii K I COOLER SALES (1) 1260 COOLER SALES (1) 2760 ALUM.GLS. ALUM. ARDC0 VANGUARD BLK. T. .11, 7 SHELVES
L .41-7: Fill L- I
rrcm--,-
DOOR EQUIPMENT KEY
1 CLOSER: -—LCN'2036-CONC EA_LEDrCVEjHEAi
AGENCY A oust--
2 CLOSER:__ SARGENT PS EN FINISH AWITH PARALLEL. ARM)
h It Georgia Rules 3 HINGE:_ 81 ?OLD TRACK GRANT #2600-,W/FASCIAIKAGNET LATCH 11hi pl corl wit
-SURFACE MNTl i for aduggi
ag$ I e �PTer
r." 4 HINGE:_ STANLEY FBB 179 US? FIN.- -FULL. MORTISE- 4,Jk_ X 4.5-X_.134/1_1/2 PR afl�
CV3cle Z Part I cl
16 1 'H(X 0 tlimie - Y_ F 5 RINGS: - CENTER PIVOT, TOP BOTTOM RIXSON 370 TOP 340 RIXSON and el
- 3F 1"'i
J To \�4&L_L_ but 6 �LOCK: SCHLAGE OLYMPIAD D50PD 626 FIN. 2 /i- BACKSET"LEVER LOCK -(E-Kzyf
0 40 - - - f � i
z 7 LOCK: SCHLAGE OLYMPIAD D50PD 626 FIN. 2 3/4 BKCKSET LEVER LOCK SEPARATE KEY Const.
o 8 LOCK: SCHLAGE B463R DKA_DBOLT 2 3/4 BACKSET, A103 KNOBSET, SEPARATE KEY (U.S. 626 FIN)
td 0 9 THRESHOLD: BRONZE PEMX0 (170D)
10 LOCK: SARGENT 12-9810 SURFACE MOUNT EXIt-63VICE _626-FIR
_J
11 FRAME: BLACK ANODIZED ALUMINUM 1 3/4 X 4
C -UTI L. 1 -0
in
J -1 _J JU 12 FRAME:, 3* SINGLE RABIT 11 GAUGE TUBULAR REINFORCING a HEAD/JAMB U
- 1 13 DOOR STOP: DOME FLOOR STOP LIVES 438-3267/W TUBULAR REINFORCING 0 HEAD & JAMBS ire Rating of
IL V; V 1
all X a, JW 14 CA" BOLT: STANLEY 1010/18" LONG; LEFT DOOR TOP 30 ZINC C146S CHAIN BOLT LXL 0i
13 .1 -
ii.- U I
U U 111 15 CHAIN STOP:STA1fLEY CD1707 STOP 90 MAX.- 1"d
III 1 16 VTR STRP: BASE, U.S. ALUMINUM DW 128. HEAD, DW 129. JAMBS BRUSH PILE.
FL 4
17 Wi STjkp: BASS PEMCO 377. HEAD AND JAMBS S88V Approval
18 KNOB STOP: GLYNN-JOHNSON GJ-60C111
1 1;
DOOR NOTES
RZI-itli k. Adjust all door clotill so that th opening force does not exceed 8.S_f_t__lbs_.____
+ 11. 111,trance door electric strike. 11 - Rite Mfg. Co. o- 14603-Re t1fler). AGENCY APPROVAL
AJ 17560-525-626-00. See 916ctrical dratil 81-HO-346 for strike c These prints comply with theSouth Carolina
installation. Deadlock:,MS1850A with MIS 4043 cylinder guard outside. Modolat Building Act 19-460 and adhere to
r
mortise thumturn with MS catiminside. MS4002 Series armored a
1� 4089 lock cylinder inside. Mortise cylinderwith MS cam outsid the following clitAterii
li
tri
inja2b - Deadlatch MS4710 N/Series MS4043 cylinder guard outside, Coast. Type
Mortise cylinder with MS cal outside. d590 Series� paddle operator '7 Occupancy
inside. Both locks keyed aliXe no substitutions. (U.S.-628 Fin.) A1;o.yab!e No.
/.%J
C Pull Bars:Manufacturers, Baldwin, mount horiz. below window sill level, 31 Floors
2566 3/4 dia. push pull set 10" ctr.,ss. fin.
.
11yi yll Wind V
(Ref. DrwqS-3; Detail A). elocityr
D . Denotes Security Opening.
nE of
IN Ill I
KS
La ol
GLASS SCH4DULE lip
J
j566n1D`1NAP-IN'MULLION.
> H. 1/4 THICK WIRE SAFETY GLASS TEMPERED STD.
Approval Date_._
KV-011l C F. 1/4 THICK SOLEX BLUE GREEN.SAFETY GLASS, TEMPERED WITH BLACK ANODIZED SNAP -IN MVLL16NS.-
in Irrr FR INSFE-C
I G. 1-3/16" BULLET RESISTANT GLASS (OPTIONAL SECURITY) WITH BLACK_ANODIZED SNAP -IN MULLIONS
REINFORCED FRAMES OR DUAL NO
+
ie, Iii r. U
ROOM FINISH SCHEDULEa.
k OOM FLOOR
CEILING
3ALES AREA ceramic mes ai ramie nte{T Pre- n. a
2 X 2 I.
appl.white panels 24 x 4%
'�TILITY
swooth-washable 71 Refer to plan fo'
surface. VL
OFFICE color Class a flaAa
T USTI
N
Lr�T X,
Char
ar sealed 6* Oh.a Pre -fin. stl.
concrete black fin. pitap appl.whz
S. Moo Sink tilaA
LainCei'4-
-4 -7
9
e ln. stl. Lay -in, Coiling
laic/6 X' 6 'ppl. white
None
-�,ifaint App.White S.M. Roof Deck
'E TILE PLAN ALL LOVING SHALL BE INTEGRAL. i A
)NS SEE CABINET DRAWINGSr CUINETs SHALL BE PER N.S.F. STAj%DARDS
DA7 1-1 67 SHEET TITLE ORA No
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DATE 7
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AGENCY A'
11se prints comply Y'i�' _ta Rules
r Indulitria;ized SUI C
Atti-le 2 Part I of t�
O'llia and adhe jtcp�e j,
nat. Type
CUP4
Wo
floorli
Id teloc
I Rating of
W214
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,roval Date
M INSPECTORATE, INC.
AGENCY APPROVAL
These prints comply with the South Carolina
Modular BJding Act 19-450 and #dhere to
the following "criteria:
Corsi. Type v
occultalcy
Allo7ab:e No.
of Floors
Wind Velocity
Fire Rating of
I.M. Wallis
FW Load
Approval Date fit
PTL INSPECTORATE, INC
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_ Rt?OF A t J Cc. r'-*. "� AAPLIA US AND FIXTURES.
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•'E i t-_".71] f$Y ! i+.?.'-; ,Z';�i rOR, M:_".7t <.'.'.s._ j-. -_-__� of %� „m ,., BE PAINTED TO NATCM THE ` .'' -" A: -ACME TC.
'n., + .. .__ b"N Tb oiZDVtD�E CD+.lAlEG17D.,I 7D EOUIPMEr' ANO F:k7LrRES M ,_E AHD CONCEALED
IT1ra7ALL-ram .A`_�..� Cs. SI7-F- ;'7JY f }�,')(_i4TS S lAkLL BE SEe.LED Ar �13TZ.V PtjtNT-. : T-Hc EL' , "' £'s, . k,i, - ANO TO TILE Roar Nro (1JMGR�SSa.Q_ AREAS 00 .407 REWIRE PRIM,.::;;.
------. _---_- -. j '0 (`OGLER '3' PALE > Q N%G 14l�11 ARr. 3L10 .7 UNVY". �'.q.; .11 ,4;_ iiJ571ALL#1i.'I3,+ib CDr1L�UCTG7�S R CONCEALED CONDviT, M.1R.7.'vC A4. :;� r.-EC'R:C14_ ELE'L7�2JCJAN. SEt= D2x16. ..'Co iF " -' (1) Q6 <....DIJ4D WiTZefo TIC) PEE C.Or.INGCT Ar !NRDwARE IS PREFERRED :N ALL 5:A z ;_aE STATE
- 13LDb• SIrLr 8V NVAG 1N57"ALLOP-S. C04ouir CERTIFICATION P£RNITS 2T5 JSE.
WALK-IN CUOL.Q CQC0!,50vER SHALL aE SEALED Pert N6�Cf4E�:.Per. ���.'I 4. 4tRIr+G s++ALL eE TMwN. COPPER. k 'M w
50OV RA
MINIMUA SIZE OF 012 ANC AND SI <s -SSART.
HEATER
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$ SEATER CIRGU+r�, P2_1, �P2-Zt. 72� t3E ( Tp SAe_ES A2�A G'Sx�''IC4' ✓l1NCr7cA1''; SMALL BE STAINLESS STEEL.
8 _•7-ALL !-FF5'"LO BY f-Af3F</CA7L>►L.
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�T�ICIAN�fE - J(JCTION 63K INCLL. SiACE
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FABRICATOR WILL I h SURE A11. x I R I NG
'a pROPIItLY AAD PERMAII ENTLT MARK FII
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(P2-2°1) !3 o nWT AND VIRINO MST BE
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-AS PER N.E.C. CHAPTER 3.
z�7Z L_1(SwrS CT L-1?� �- _ f
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` "ERNATE SALES �5�' IN } I� y > JAJSTPLI y,L ¢ t
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• 71
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' FRbM SALES '-P.A -
c.z STRIKE 5ui1TCN CKT,,,. c 8 (8 +C� LIUAit_`T)DA( 5,77( IN �1b SOACE L
To -I- harf, (PZ-,,, 'Z ; '.` AAA iJ [f
2. . Gsr Lit?sJN TUu,GH i'",:x Trf. __� AGENCY APPROVAL AGENCY APPROVAL �543
d i
G3+.iDUIr' UNDERCt�4R ,IN BASE FMF) These prints {s^
n., ,. ^,V' -- 'Din:_ SAGE TO CASHtir'%__�
--r_A r (=*`� CJRCUITS _ O l L E Ir15AlLt p .f " h Rules. rO ? R scon t
DY w,th the Florida M; C
_ - r C1 •1 tat_ C 56 esz prints comply wdh t e .#:. , zL L1J?EA 1UA1CT7DA! $QX factored Btuk Building Aft of I5 -
4 i _f ! r '..'> ?11 ._ ,. C - -U!i S ��AjpUtTS A Ail ! I' i i^. s TIC: F C a ter, 79 CpnstrucC n �S
i 12 a W S C EA . 1 „ 'stria treE $u 1d . g R 5 - Codes and 3(lbe
C f _ .. ;., .f . r : � " ", ' ^�;,-s . - , ` � E•� �ri iCS.i Lea. E1�-r-� . rs to the following crit
'aSE F°2At4t�> 8,C8xG
r ry
�l.� ,, E�- L GTTr iC GC)OR STRIKE pce*S } Part I o7 th a of 8 era
a.' ,•,� ( X i 7rot �i: S �A C E Q �OV� . _, j j _ ._ j ".:: r d adhere to Ve '_.. , ..d criteria: Const Type
�UPDt_Y. Mrv. IAt CL6_ SPA: E; ;r., ,, t V
�t-.7 WALL_ . SSE 40RwG EL-Z 1 iI
Nf-tLL'" COAi4EL7 �O CKr_(?2-!!)- - '.;e ' Ocwpancy -
r F: Allowable No.
<. C t1Q''J C7 E' 3 7 f �' :�a t I 7 j , , / of Floors Ctl-.I_•_
_ _ e.v o0 42
'r Wind
i
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R FOC
x n,, . c waling --
{ T
' ExL
of
atts 0
Load
f� ,., _. ., ( s. s.; 1: R ..+ ,y' �, e }�`^.•5.X.w. �, _Y"J. �u°r' �^ �. .:1. i .,;} .. ,,.,. ,, W �.. :t :m„^ :" '°( •� x.:. s '>✓°. h",
r '.� ,'^a r ..: ,, � f ;.: ndy ..� r +„.�:... ..,- ...ii r G,.e„ E. '•: ,., y _ _<., ... .+✓ � ..- _.. yy ,e, r ''3 I
... ..,...........--,.--,.. ,k a ._ ..
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" to � _ .. .. J � , , ,v-., .:,: .v4 dR'.` .-: «.- _.. ,,.,,, '.*T.. n , Sfill =
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='RASE — 4 WIRE Ur T I DELTA SERVICE (120, V)
Tf HIGH LEG CONDUCTOR CO C) A'.^ OTHER MEANS OF IDENTiFiCAT10N.°
SHALL BE IN' ACCORD 'T -
r L
C ARTICLE 215 B
WA 600) VANE 5 �. FOR 3b SPw•.E5 Ar•A SREMCER$' aOLT-OH TYPE
1-225 At" vAX 2 POI[ SUBr T T UOE Lk G"ti_'vt
EED 02 Lk LISTED NTERRIJF IwG RATN; urtrwJu
A ., R 1-225 AvP YAx 3 POtE S'�BiEED ErGY0Stf2E<i$4f x ?O,w x 6)O.'Y
c.-r, '� - '. • ! .,,' BUSES: SOLD NEUTRAL I. EOVr�WEHT GRCr,. vw ' Err
SERVES
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ACC RES£+=:vLC .FOR 2-POLE P2-A SUB -FEED rt3A CA SPACE RESERVED FOR 3-POLE CARWASH SUB -FEED
r
BREAKER (FACTORY INTSTALLED) BREAKER (FACTORY NTSTALLED)
0C CC
?0 2 •12 1'/?HP. TURBINE PUMP MOTOR 0A CA
• 1D50 2550 1500 CANOPY H.I.D LIGHT FIXTURES •10 2.20 2 2
3 (STP-x) 1050 2550 C� 4
TS00
5 012!°!? : 1,,HP. TURBINE PUMP MOTOR. �A 2550; CA.
1050 CANOPY H.LD.LaGHT FIXTURE 10 2120 6 6
4 *- A� 1500
7 l «TP-Y) e 2550 0C
105 _ J ; 0 E
� 1500
! ° 2C :' • 1: z MOTOR CA 2800 CA
! 1050 1750
CANOPY H LQ.LIGHT ffXIURC,S ( 10 2 20 10 10
1F <1 0C CC
1050 28p0 t750 12
13 13 C :,*• 1,,rrBIN[ r JMP M k CA CA j
�J
CANOPY IoSo � tOtO CANO FASCIA SIGNS •t2 t 20 t4 14
15 ^- t" CC ��� 0C ! —
I p6c CANOPY FASCIA SIGNS;
I SO � I 1010 12 i 1 20 16 t6 '
17 17 i 1 `..{ ACE —� CA CA SPACEXJ
1B� 1g r
(BLAt4K) NOT e\! ,.
0 ALABLE FOR USE _.
Cf `�A SPACE J_
:
faE r06 N07 AV
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2I 22
.,
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• .. xA
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Io2A SP 26
} (C C ,,:I ;. `_,OR, COIL F AN, -
OB T rOB NOT AVAIL } RE_ _ - BEAT OWER) 1021}L 28
(SEE -
g £ E 3) ,:r' 10 4 10,14 CC SUBFEED FOR '"n 30 30
HEAT CA Q0 OD 0A P2 B 32`
zz, P Q©_ Roo CB NOT AVAILABLE ' 34
i+�DO G(a(7 0C SPACE'; 36
_. _
T
: F PA/t i. SPACE'S 1 OR 30' SPACES BRLAi(ERS $ x T On T YPE OOF k
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• BUSES 5 ,F N[ F., r w.t.; e.' ,, .•.' n+.'�
.-- r — — VoLl •. Arias — '�K C rni s
�. SERVESSERVES
— --
I:.kR({ SIGN No t (C78 c 980VA) 980 'IQoJ ,_ t' !.rARK SIGN N5 2 •t? 1 2v= 2
: GNo t.(C78 C 1200VA) 1200 ,- t .>c AFC SIGN No2 ,,.,•
4 �{E tEbC Ft
_ I
C RE OR SS
1626 1626 SFANNER AND MODE SIGN p� 1G IT)
t 2
i
1848 3696 1848 SPANNER AND MODE SIGN
i
( _ ` Fs� �li64 2328 1164 SPAfdtdER AND MODE SIGN •tp -
_ 1 I20i1S 1_ f
„ y 1500 30DO 1500 YARD LIGHTS (1,500 VA MAXIMUM) •12 1 20� 16i 16
I
SPACE C: 18{
,
T
SPAC' r
I •--� � -ter
I20
SPAC
221
r
r
2EI
P A^E 281
SPACE
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i — —
a
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D LOAD —
y :
a
ti
381
JOT
MImn
,
►AItEE-SPACES FOP 42 SF'AGES.. BC), 7 D1J TYPE UOQ:
e.' f RRUPT NG RA1 NQ};••C a1AxN.1iJA!
, :r,i � rr. �:-`r.63LED.SLtBNEED.ELiGS Ew ..t"` =;'yt•w x H•'M Y 6
x - ivlCf EOJPPuENT LABEL. .; i SOLID PEUTRAI i EOUtu►FNT GROUND BAR
VOLT -... M.tPS
SERVES e SERVES .. rre t::
c
LOOC' LCMO
i � 1
DtSP'ENSER LIGHTING
15"l07
1D00
COMPUTER LINE CONDITIONER.
•12
1
20
21 2
IF MORE THAN 4-DISPENSERS
1570
1570
DISPENSER COMPUTERS: 4 LIGHTING
(SWITCHED NEUTRAL! NOTE •t
•12
2
20
4t 4
6` ,
3
(SWITCHED NEUTRAL) NOTE 1
5
315
1
LIME CONDITIONER No. 2 (IF REO'D)
7
715
1
SPARE
CCTV SYSTEM (FUTURE)
1
20
8 g
9
9
15
1
•12
450
750�
300
TANF: LEVEL MO"TpR (FUTURE)
t
2010
10
DOOR5"i1� t
•12 COUNTER RLCLP7A.,LES
11
11
20
t
B00:
•lpgpi 1640
1640
840
560
SALES AREA LIGHTING (SEE TABLE t)
SALES AREA LIGHTING (SEE TALE 1)
•12
12
1
1'
2D12
a2
13
13
20
11,12
'SALES AREA RECEPTACLES
20114
14
UTILITY & REST j�00M RECEPTACLES
I
t5
15
20
1
•12 (SEE NOTE 02)
900
1840
940
.REST. ROOM LIGHTING (SEE TABLE 1)
•12
t
20;
16 16
17
20
2
WALK-ON
12 COOLER DOOR LIGHTS
4D0 1200
1300
MICROWAVE
•12
1
20
18118.
CIRCUIT-19 iS"SPARE 1F LIGHTS
14
.ARE 120v
400
1750
1350
DRINKS/SLUSHY DISPENSER
012
1'
20
20120
21
21
2011
•t2 WALK-IN COOLER DOOR HEATERS
1080r 1860
800
.lLMCE/TEA DISPENSERS
01211
120I22
2
23
23
20
1
•12 SERVICE RECEPTACLE (SEE NOTE •2)
144p
334
tgpp
COFFEE. DISPENSER
•12
1
20
24
2
25
2512011
•12 WATER HEATER 1350 VA MAXIMiU10>
t650 3350
1700
NACHOS it '
012'1
20
26
2
27
SPACE FOR 240v N'.H.(5EE NOTE '9)
.
gppl
gpp
HOT DQG 012
S
F
POPCORit° 12
T
2 0
28 ?8
29129
20,
11012 SALES RECEPTACLE (wIN00vr' SIGNS)
Q
720 1.<20
1200
E' CATALOG
NUMBER
M-3A
(V-A)
IM-38
iv -A'
*A-3C
{y-N
44-3D
(V-A)
P2-12
1080
?OBO
t080
840
A2-14
4
1040
960
1040
560
P2-16
960
1020
$60
94D
'NOTES FOR PANEL SCHEDULES
,,USE SWITCHED NEUTRAL -COMMON T`RlF� }�REAKER
FOR CKT P2-1t P2-6 SO-D •OOB20205wN �
.CIRCUITS P2-1 AND P2-6 MUST BE CONNECTED ;
10 THE SAME PHASE.
x"USE. GROUND -FAULT -INTERRUPTING BREAKER
.`USE BREAKERS UL LISTED A5 tiACR TYPE FOR US
",WITH NP, CONDITIONING HEATING AND REFRIGERATING
•`£OUIPMEN7 HAVING MOTOR GROUP COMBNATIONS ANb''4
MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS
r IF AN OPTIONI40 DR 45 GALLON WATER HEATER TS
j•REOu1RED, t15E THE Al i�Rn(AT� ,,SPACEr;Q�D1C�+T�D OR
THAT PURPOSE
MANUFACTURERS t.IMITATtON` ". AtHE 00 `
.BREAKER RATINGS MOUNTED OPPOSITE EACH OZHE
,"(DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED
',a40 .AMPS. - ?:
•_� THE _DISPENSER. LIGHTING AND COMPUTER LOADS W£ :
"CALCULATED. USING. THE FOLLOWING DATA FOR THE
DRESSER wAYNE 390 AND 490 Mutfl-GRADE DISPENSE
LIGHTING LOAD 1.5A/pISPENSER
s' COMPUTER LOAD 1.5A+tDISPENSER ,
PUMP MOTOR COIL .215A/COIL
BREAxERu15 PAD,= OCKABL{, w/S'J-D •QOt -1;,,
ItGENCt
APPROVAL
AGENCY APPROVAL
.`
Flt' �
South Carolina
These prints comply with the Georgia Rules
M"
trG zdf`sre to
for tndustnahzed tluildings Title 8 Chapter
,'
2 Article 2 Fz•t 1 cf Ltie DiTk;zf Code of
�°"
C9. £'. •#
t' �
�j/h_
Georgia arrd a:herc is the 1oGcw;ng uileria:
Dortst: Type
,tiro Yd •
Occupancy �_�
'
u1 flJafiti� 3
�.I,
Allowable Eio.
W;id vuN
of Floors
Fire Q.vIn6 v,
©..
Wind Velocity'
Lzt ),a:is
Fire Rating of,,
.°
Floor Load
/f
Ext. Watts
ovar Dete
�'-9''q0
Flwr'Load
�$PELi47WE, INC.
Approve! Date
PTL INSPECTORATE, INC.
AGENCY APPROVAL
'w.!h the Fto,'rda A'anu-
0':is, S Cnr.sfru-lion
-I;ire'attowins criteria;:
MA
•
3
(120/240 V)
--
'iJ'•�... _ , PANEL SPACE F;r.' 4� c A__ PRE IJ!
i1A 600 AII� C,'TION4 LA 40'. =.tF 2-225 AMP LAA` ='�. E ;ED Cl2 UL LIS"EC
«brAM^ ., {,1Av 1 s ( CD ENCLOSURE 75
t t +
d: 6_ED.BOTTOM BUSTS SOLID N't..
ri :.,;DE EQPT LABEL
A& - ,
SERVES
SERVES —" A c
,e V'Y ttx LO•C )A.
FOR 2-POLE P2-A SUBFEED
3.EACER (FACTORY INSTALLED)
---- - - - _
-�, I - - •)� �tl/ZHP. TUt `3 '.r F'_.t✓, ),, ) r-- ^;' _ `t:' C. - :
(STP-X)
I ,
ti
P 1050
Z: „O,aN •5 H I,O,LIGHT F'tXT
occ !•10 2! 30' 10' 10
HF URBr4l` MnT jl> 1050 2800
2
• ;�,...... 121
I loso �. ,
(STP
Z> _
- i I PUMP MOTOR CAJAJPY FASCIA Sr •12 1 2014 ; 14
3 20 2 12 1/2HP TURBINE $INE UR
*12 1!20` 16 1
,• r,_r.) IOSf> 101Q CANOPY FASCIA ::
} SPACE;.` I<`
i � I
2 ! COCi, c7 iDN? ev SPACE, 2
1 -
I
COVPRESSOP
5 A ,
- I --+— 2
_ 21 HEA ,S, COIL, FAN. ho:-- S
! RES ,t':'vE HEAT & i, R) � -. .o - ,•_r
2
s , SPA-
S P A C
3
SPACE _
E%
:YILIARY HEATER FOR HV �A _
REQUIRED) - CE�i 13.
�' 1 SUB-FEEC1
NOTE 5 !
- � ACE FOR P2-
35I 1 vs
TOTAL CO i
BUS A
l4LC BUS C I DS
TOTAL c1-
��,
R
T ABLE 1
r.'v'. „: • , . . [-.r ,.. ,, ... . -. ( .y
.i5. 4. e -
. �1 �'.VR
J:r , 4� S ,$�: +
:. V. •e. � Y e
ATAL`OG `iM 3
M M
►M-3C
IM-3D
-
a SPACES BREAKERS BOLT ON TYPE 006
DANEL SPACES FOR 2
NUMBER (V
lV-AJ
lV A?r
{V AJ
PANEL No P2A. 225 M+P WO
`
UL L5T£D tNT ERRVPTING:
RAIN MAXt4 Vu "
NNNt,IT ACTURER SOU APED
ENC LOStRE JS/2 'r+ x to
M ti. 6,. 0.. '.;
P2-12 108(� w
1080
10
840
LUGS
TYPE rNODC-P V)_-E AUIPME
BUSES SOttO NEUTRAL t
EQUPLNENT GROUND B^'
^ T LABEL
WITH SEPV1,.£ ECxI1Pu£�NT C ABf �.
ru n+� aisle.• ;y
P2-14
1040." t
960
1 �:
560
VOLT
AMPS
i l•'"' ...
•ta
SERVES
- -
SERVES
fit(
u;T;'
j
940
ra
-
L47-
Loc
R2-•: 86Qt
2d
8 :;' I
COMPUTER LINE CONDITIONER
•l2I
t I20 2
1
DISPENSER' LIGHTING
I S
31
IF MORE THAN 4-DISPENSERS '
1570
1570
DISPENSER COMPUTERS & LIGHTING
2,2 4
4':
_
t SWITCHED NEUTRAL) NOTE 1
5
{
5 5i 15
'1
LINE CONDITIONER No. 2 (IF REO'D)
-
-
- '
(SWITCHED NEUTRAL) NOTE •1
j
7 715
1
I
SPARE pAR
-
- j__CCTV
SYSTEM (FUTLrRE)
} 1 20i
I
,..I
tP N..ER EM'P.rENCY SHUTDOWN &
DLIGHTING
J4�50
7Sd
300I TANK LE V�L MONITOR (FUTURE)
1 r 20t10I10.'-..
,�. .:=•.- -.::. ..,-,;..,:..:.,.,.A..•.;:..
,
9 9.15
j1
•12
C��. ,. `'')NTACTORS
TES FOR PANEL SCt(fDULES`
11 120 i
l
'"12
DOOR STRw L +"NT
8001
1�4o
r34o
SALES AREA LIGHTING- (SEE TABLE
1) •12't , 2Q 12
12
SE SWITCHED NEUTRAL Ct7MMOf. TRIP
it _
COUNTER _S
TER RECE
TM
OR CKT P2-16 P2-4 SO-D •DOB2020w.
^
13 13•120 1 12
PTA
SALES AREA RECE CLES
108a
I�
�
SALES AREA LIGHTING (SEE TABLE
1) `-•t011 I12011a
11a
IRCUtTS P2 t AND P2 a MUST BE
k•, O THE SAME PHASE.
>.
2
PTA^ ES
UTILITY IL REST ROOM RECE �L
i
900j
Ia4ol��0
REST ROOM LIGHTING (SEE TABLE
t
1) .1d" l j 20 16
•16
R J FA T-INT RRUPTING BRE'
G OUr1 U, E
15 15{20
ill',
(SEE NOTE 2>
O-
17 17
+1
20 2 2
WALK-IN COOLER DOOR LIGHTS :-
' 4D0 1200
800I`
MICROWAVE
•12 1 2t) 18
18
:k
CIRCUIT 19 IS SPARE IF LIGA
SE BREAKERS UL LISTED A5 HACR TYPE FOR US
WITH AIR CONDITIONING, HEATING AND REFRIGERATtN',
.1
19
-
ARE 120V
0
I
1750
1350i
BRINKS/SLUSHY DISPENSER
2 , f} 202019
EQUIPMENT HAVING MOTOR GROUP COMBINATIONSMARKED
FOR USE WITH"HACP, T YPE CIPCUI' B
21 2t120
i
t2
R H A1850
WALK rN COOLEP D00 E0,
800
, t P N R
JLNCE TEA d S E .SE 5
( •12L' 0, 221
2-
IF AN OPTIONAL 40 OR 45 GALLON W'ATEF HE.`
I
20:1'
•12
add
3340 1900
OFFEE, ' N - ,
•12 24 2
O
-REQUIRED, USE THE ALTERNATE SPACE DEDICAT
23 ,3
SERVICE RECEPTACLE (SEE NOTE .•
THAT PURPOSE:
"
25 25
2011
012
(EATER HEATER 1350 VA MAXIMU„
� 33
t700 I
NRC
•12 ' 26`2
5 MANUFACTURERS LIMITATION THE SUM OF 00 '
+12 2,8
BREAKER RATINGS MOUNTED OPPOSITE EACH OTHER`'
27
SPACE FOR 240V WHASEE rtiOTE`
00� B00'
,w
(DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED,?;-'
-
140 AMPS t
29'29'20
1`
•12
SALES RECEPTACLE (WINDOW,
2
; 1200
p
'
"_THE: DISPENSER LIGHTING AND COMPUTER LOADS
-.
500,
1 00`FR E
_ O 2 E
32 32
'
5 CALCULATED USING THE FOLLOWING DAT a FOR ,
;.DRESSER wAYNE 390 ,AND 490 MULTI —GRADE
31 j31
15
T
112
>d'aLx-rN C00LEP, EvAP, FAN s, 'L.
LIGHTING 1, .,R':.1 A/DISP ..N
33 -33'
•12
• ICE CUBE .
45
18+r
E
34 3a
COMPUTE AD A/
t1-0,
35
79 +
>s.
1371
SPAC�YA'
<•
39
SPACI=`
r
R.
EPDWER &
4N�14
2
41 nt
t5
1
012
-ICE MERCH
{
TOTAL CONNECTED LO
CALCULATED LOADS EMUS A lQf59
PER CH.
OF NE
f S
v „
'
fi AGENCY APPROVAL
CENCY APPROVAL
°LlSmply the Georgia ttuli
R-sc ^,re.s Comply w'th the 5octh Carolina
with
f gcl}dings TNe. 8 Chapter
h?od,;or 3.dd.n Fa 1945J and adhere to
2, W,cla(Code or
fcii ,W;rg criteria:
eos;. 1. � _
DCCUP2 :I —.-. —'
Dfr Jp,ax10.
�
rr^ 1 `
Ali. ��
of Flo irs
d, fkrxs
_�! lS'
IS
V Ind Velocity
Fire Rating of p
F 7i
W, Wells _ ---
EIr1, V
Floor Load- — -
floor -
p
Approval Date✓90 —
Date 7
gpprov2l
PTL LNSPECT07ATE, INC.
INSPECTORATE, INC.
+
PTL
5
JiI4
glall
01 1 A A A)J
SERVES
L L
r —3-FEED
x
2 -12 1?I/2HIP. TURBINE PUMP
(STP-Y)
9 ^ 2 21 1 It/,,HP. TURBINE PUMP MOT
7
TURBINE PUMP MOTOR
T P-AA)
'tL ')LER REFRIGERATION
PRE SSO
P.
23
25�251 t Pr7AT PUMP
(C �TOR. COIL
RESIN;; Ivt HEAT MIL r1W
(SEE NOTE 3)
AUXILIARY HEATER
33 I FOR Hy.
(SEE*N( I
C,')NNECTED III
t, UL AT E D LOADS
i Alp I
(120/2,1
v,
PANEL SPACE
FOR ',6 'J <t,
2-22" Ali ki 3 P,:Y
76
SID NEUIRA-
L
A�'
A'
A
lo
1500I CANOPY
H I D: LIGHT FIXTURES
•10 2120
2!
2
1051)
10
15001
01 1500 C&NOPY
H 1 D LIGHT FIXTUREC
*,I C)
2 20
41
6
6
1050
450 o
10
10}
10501
:2 L�
131)
2
CAII
FASCIA SIGNS
12
111-20
14.
141
16:
CANOPY FASCIA SiGNS 012 1 12l
SPACE18
r.
L'I •SPACE 120!
1100
SPA
I :22'
iR k
'100 ,
1074
SPA
24,
26
11014
SPACE
1024
(014 SPACE
30
100 oc>
25i 3:); 32
001
34
00
PNiFL
S OR 30, FPii
BEAKERS 801 7 ON TYPE
009
USTED INIEPPL)PT)NIS
RATING
INCLOSURE; 321 X 14W
X 6y.
ICE
A9
A9 L
USES SOLID Ni s.
NT
EOLri N
FikAP
if
St
0.1
1 •12
HALLMA-1-
C 78 Q 980VA)
q 50
HALLMARK SIGN No
012 1
2021 2
0 120OVA)
1200
F200
LPS
SIGN No 2
11112 1
201 4 4
O1
1660
'REMOTE112
AJqR, COMPRE
201 6 6
626
3
��,26
'SPANNER
AND MODE SIGN
*10 1
20 10 10
R A N' D
1.1 1 GNI
8415
—
SPANNER
Ali CIDE
Q MCDE
Oil
1201 lZI 12
a
AND
MODE SIGN
1164
2328
1164
SPAN ER
20: 14 14'
LIGHTS
(1500 VA VA)'.Iki
1500
11500
Y A%X01I
01
"E
J
SP
2
I
Ur
S?
SPLL
SP
SPAI_r
I W
SPAC II
1.
SPACE
t.
16
SPAC
LOAD
I
KI A y
TOi
_S21
12 A, 225 A&PQ MIL 0
FACTORY. ASSEVi SLII LUG
rVICE EIOtJIi LABEL
SIER
DISPENSER LIGHTING
IF MORE THAN 4-DISPENSER
3 (SWITCHED NEUTRAI-1)"NOTE 1
115 i LINE CONDITIONER No 2 (IF R
71 711511 SPARE
I DISPENSER EVLI'-' F_H_UTDCW
91I1511 1-12
LIGHTING COII _rNTACTOPS,
1 ODOR STRIKE "i NJ,
11111 120 1 1 1- 12 1 COUNTER REICEPTACI-ii"bal
13 13 20 1 *12 SALES AREA RECEPTA
I I 6L
15 15 21 12 1 UTILITY III RE
J(SEE NOTE
17 WALK-IN COOLER DOOR LIGHTS";
CIPWIT-10 IS SPARE IF
ARE 120V
1 21 20i
1 !.12 I WALK-IN COOLER'
23123 120 1 12 Sil RECEPTACL; SEE 1.
25 2� 012 1 WATER HEATER;.
PACE FOR
7
12 SALES RECEPT
T
31 131 1' •12 WAL-
K-IN COOLER EVA
33 33 1 -12 IC EVAP. F,
T 37 SPAC
[ iIV1
39! SPACij
41,41 1151 11 12 ICE
TOTAL CONNECTED LOAD
CALCULATED LOADS BUS
NEC
V BUS B I
BUS C 114-
'A&
,nu a17 � 1--L 71 7_17
IWO'
CAL!f0F.(i - 91748
-;P WORTH A TEXAS • 761 F I - 8
•
Pi
R E v i � i C Ttii
k
h.0.
ir—i
'7�7
a
BREAKERS BOLT I TYPE
L)L LISTED INTERRUPTING RATING WAYUJOA
14' W 9
6Y,:'D
I 6 EOUIPMENT GROILAI BAR
f{4&1 Ito
it,
ft;
00, COMPUTER
2
1I
DISPENSER COMPUTERS & LIG
1
2 20 4 4
(SWITCHED NEUTRAL) N
6,
CCTV SYSTEM (Fili
8, 8
00
TANK LEVEL M T URE)
.10
10
SAI AREA L • TABLE 1)
12
SALES AREA L TABLE
.. ...... ..
REST I I ROOM LIGH
jOl
DRINK C11 �l 111
2'
:20
mEr--�
Un
) ' 24124
nl� 1
W,2II5' 2(
42
ILL
I �7
577' l;W
TABLE
1
C A I AjL
3 A
IM- 3B
IV-3C
I
iO aCfM
NU,BEA
v - A)
(V - A`
(V - A)
(V - A)
11"! �77�"
lo s 0
1083
84C
P 2 -
P40
960
1040
560
860
102,
860
94D
f
SWITCHED looll, -C I N
P2-I L P2-
P2-1 AND P BE CONNECT
SAME PHASE.
USE ND-FAUL`1-INTEPR'JDJtNC BPEAJi
B12OGFI
US BR AKERS UL LISTED AS HACR TYPE--, F. Q,
WITH AIR CONDITIONING, HEATING AND
Lout NT HAV!NC, MOTOR GROUP C(AAW.
FOR USE WITH HAC D TYPE CIRCUIT 'SPE 4
OPTIONALLON WATER-,
UIRED, USE. THE, ALPA
fiskil PURP
BREAKER RATINGS MOUNTED OPPOSIT
(DOUBLE -BRANCH CONSTRUCTION) C
1-40 AMPS
DISPENSER LIGHTING AND COMM
CULATED uSiNC THE FOLLOWING DA
DRESSER WAYNE 390 Al 490 M'JLII-G
LIGHTING LOAD I.SA/D;SPE
COMPUTER III 15A/DISP
PUMP MOTOR COIL .225AJC
ROYAL
AGM 'APPROVAL
sotrth Carolina
Thest pints comply with the Georgia II
and ii to
for Indi_sti ftiidings Title 8 CM
2 ArUcle 2 Pat! I of the 016cial III of"
V/
Gcorp ii adciefe to the foloiiiii;nj crilert
19
Vill
At
Const. T�
0ocupalcy
Aliowatle No.
of Floors
Wind Velocity
Fire Rating of
Ext. Walls
floor Load
ATE, INC.
Approval Date
M INSPECTORATE, INC.
i
5
nc FL
A,
BHT. NO.
0i
I
ly
r�S A
L
a
_
r
v r i
c
i
v
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t
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}
i
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➢ +Cv.�
�6.
r4v^
i'.
O GA SHEARWALL
W/v 3" RIBS ® 12 " 0 . C
ASTEN THRU -PAN
W/ 2 #10 SMS T&B
ASfiE, THRU RIBS
W/ 14,.SMS 0 16
AST AST PANEL
R t B 'TS W/ SMS_ a
`I t
e
r m
. is . .i. ... � - n a.
r ♦ .." . jr.
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J. L 1 1 JLJ l Y V 1-] ." J.
V V •. / l/
\
\
WEST tF}D LANE N
(OKEECHOBEE
ROAD)�
DESIGNED BY GBB DATE 4-12-90
DRAWN BY Kimley-Horn and Associates, Inc' SCALE
aC��°G�olirr�-DCA BEINDORF DIVISION =20'
CHECKED BY My 3885, 20th Street, Vero Beach, Florida 32960 © 1990
relationships since 1967 FIELD BOOK N0253/255 Tel. (407)562-7981 DWG -RSI E.DWG
SIM
OwNfilwiam
CHEVRON
ST. LUCIE CROSSROADS
DIMENSIONAL
SITE PLAN
APR 2 5 1990
30080.01
IEET (rA 1
OF 13
CONSULTANTS
Site Planning/
Landscape Architecture
Urban Resource Group
a division of Kimley-Horn and Associates, Inc.
194010th Avenue, Suite B
Vero Beach, Florida 32960
407.778.3300
r c) ri
Civil Engineering
Kimley-Horn and Associates, Inc.
Beindorf Division
3885 20th Street
Vero Beach, Fl. 32960
407.562.7981
SHEET INDEX
CIVIL MECHANICAL ELECTRICAL
C-1 Dimensional Site Plan M-1 Dispenser Layouts/Concrete Plans E-1 Electrical Site Plan
C - 2 Paving, Grading and Drainage (Chevron Std. Dwg. H001-0O2-0 Revised 3-15-90) (Chevron Std. Dwg. E-01-000-000 Revised 4-12-90)
C-3 Paving and Drainage Details M-2 Canopy Elevations/Reflected Ceiling Plan E-2 Work Block Diagram
C-4 Utility Plan (Chevron Std. Dwg. H105-A11-0 Revised 3-15-90) (Chevron Std. Dwg. E-02-000-000 Revised 4-12-90) Chevron
C-5 Utility Details M-3 Island Marketer Elevations and Color E-3 Electric Riser Diagram
(Chevron Std. Dwg. H-130-A20-0 Dated 1-31-90) (Chevron Std. Dwg. E-03-000-033 Revised 4-12-90)
C-6 Product Piping Plan M-4 Car Wash Elevations and Sections E-4 Typical Underground Conduit Plan and Conduit Schedule
C-7 Utilities Overview (Chevron Std. Dwg. H150-All-1 Revised 4-89)
(Chevron Std. Dwg. E-04-001-082 Revised 4-12-90)
C-8 Contour Plan M-5 Trash Enclosure Plans and Elevations - Submitted with separate E-5 Dispensers Wiring Schematic
C-9 Site Specific'
ations (Chevron Std. Dwg. 81-HQ-144-2 Revised 9-30-88) permit application (Chevron Std. Dwg. E-05-001-081 Revised 4-12-90)
C-10 Landscape Plan M-6 Tank Slab Section and Details E-6 Point 8 Box Interconnections. Hallmark 21 Canopy
C- 1 1 Irrigation Plan (Chevron Std. Dwg. T-03B Dated 10-16-89) (Chevron Std. Dwg. E-06-000-071 Revised 4-12-90)
C-12 Landscape Details M-7 Tank and Piping Isometrics E-7 Point 8 Interconnections Diagram
(Chevron Std. Dwg, T-01B Dated 4-12-89) (Chevron Std. Dwg. E-07-000-071 Revised 4-12-90) -amoma
C-13 Landscape Specifications M-8 Tank Hold-down Installation E-8 Cashiers Control Console
(Chevron Std. Dwg. T-04 Dated 10-16-89) (Chevron Std. Dwg. E-08-WO-OW Revised 4-12-90)
M-9 Tank Section and Details E-9 Canopy Plan and Sections
(Chevron Std. Dwg. T-02 Revised 10-16-89) (Chevron Std. Dwg. E-09-000-023 Revised 4-12-90)
M-10 Tank and Piping General Requirements E-10 Canopy Details 1i iio
(Chevron Std. Dwg. T-05 Dated 12-07-89) (Chevron Std. Dwg. E-10-000-021 Revised 4-12-90)
LOCATION MAP M-11 Underground Tank and Piping Installation -Double Wall FRP E- I 1 Electrical Elevations
(Chevron Std. Dwg. T-00 Dated 12-07-89) (Chevron Std. Dwg. E-11-001-021 Revised 4-12-90)
M-12 Air\Water and Dispenser Concrete Details at
- E-12 Island Marketer Panel Schedules
(Chevron Std. Dwg, 11002-0O2-1 Dated 3-1-89) (Chevron Std. Dwg. E-12-001-043 Revised 4 12-90)
I' M-13 Sign and Graphic Elevations E-13 Island Marketer Floor Plan ST. LUCIE CROSSROADS
p
.tt (Chevron Std. Dwg. SR-002-01 Revised 3-4-89)
. -�_ M-14 I.D. Sign Subrf fitted with separate (Chevron Std. Dwg. E-13-001-000 Revised 4-12-90)
T ` it application E-14 Specifications and Bill of Materials
SI — — — (Chevron Std. Dwg. SR-001-01 Revised 4-14- l�n pp
,1 ., t
M-15 Placard Mount Hallmark Sign 89) ST. LUCIE COUNTY FLORIDA-
(Chevron Std. Dwg. E-14-000-000 Revised 4-12-90) �
E-15 Electrical Standard Details
(Chevron Std. Dwg. H206-RO1-0 Revised 1-27-88)
(Chevron Std. Dwg. E-15-(00-000 Revised 4-12-90)
M-16 Illuminated Building Letters E-16 Line Conditioner Transformer and Grounding
All
(Chevron Std. Dwg. H211-R02-0 Revised 1-27-88)
M-17 Level One Spanner (Chevron Std. Dwg. E-16-000-000 Revised 4-12-90)
_ r i E-17 Dispenser Cofiguration - Generic Installation
(Chevron Std. Dwg. H225-SO1-0 Revised 8-3-88)
-_I R (Chevron Std. Dwg. E-17-000-000 Revised 4-12-90)
o. M-18 Spanner Sections and Details E-18 Rykco Car Wash Interconection Diagram
(Chevron Std. Dwg. H225-S02-0 Revised 9-2-58) (Chevron Std. Dwg. E-18-000-000 Revised 4-12-90)
M-19 Construction Specifications
E-19 Car Wash Electrical Details and Panel Schedules
95 _ (Chevron Std. Dwg. 81-HQ-226) (Chevron Std. Dwg. E•19 000-000 Revised 5-8-89)
M-20 Construction Specifications
(E-20 Dual Epos Terminal System
Chevron Std. Dwg. 81-HQ-227)
(Chevron Std. Dwg, V-20-(00-000 Revised 4-12-90)
SLOPE TO EXISTING GRADE
4H:1V MIN. SLOPE
FROM TOP OF BERM
1 •19.5
.17.5
.19..3
20 10 0 20 40
63�7,11�li�ly�1�M1
II
PARCEL 1 SLOPE TO EXISTING GRADE
4.H:1 V MIN. SLOPE
FROM TOP OF BERM i
W�
00
1n
B7
LO
--------------
USE F.D.O.T. DETAILS
FOR CONSTRUCTION
OF PAVEMENT IN
S.R. 70 R/W, END
AT PROPERTY LINE
-----------`is.o
SLOPE TO EXISTING GRADE, I \\
4H:1V MIN. SLOPE ri
FDOT MITERED 1B1
END SECTION L
FDOT INDEX 273 --
INV.= 16.4
.18.4
INSTALL 60't/24" STEEL
SLEEVE (PLUGGED)
PER FPUA STANDARDS,
CONST. FOOT TYPE "C"
INLET # 3
TOP = 21.3
E. INV. = 18.0
W. INV. = 18.0
• INSTALL C.O.
TOP = 24.3 .
. 24.00
_0
i.yz
0 24.00
2
4" PVC HOOKUPS
� 02.0: MIN.
I
INSTALL C.O.
TOPr- 24.3
24.00
24.0
so ti.
Oo
. tiR kc
ti
ISLAND
MARKETER "IM-3"
FOOD/CONVENIENCE
STORE
F.F.
ELEV.= 24.4
INSTALL C.O.
4,
TOP � 24.10
50'f/6" PVC 0 2.0% MIN:
4" PVC H
OKI
• ' 24.
24.0 01
2
2
ti5' o
•
24,15 ,
ti�
I}„ R = 675 00'I
.20.2T = 90.54
I L = 180.00' u I
O II
1h° Iryh
ry0' 11I�
I .20.54 11
NNN
5�91 E*21,34
.20.49 O
�1
O
II
I.20.63
.21.41
.21.35
LEGEND
EXISTING PAVEMENT, BASE AND DE TO BE REMOVED,
SAWCUT A CLEAN VERTICAL EDGEE FOR FOR CONSTRUCTION OF
TAPER AND STORAGE LANE.
CLEAN FILL AND SOD IS TO BE PLACED IN AREA WHERE PAVEMENT
IS TO BE REMOVED AND NO FUTURE PAVING IS PLANNED
CONCRETE SLAB
® SIGNAL CONTROL BOX
oa SEWER VALVE
Q CONC. UTILITY POLE
Q WOOD UTILITY POLE
❑ WATER VALVE BOX
PROPOSED PAVEMENT GRADE
��� PROPOSED CURB GRADE
PROPOSED PAVEMENT GRADE
O . .ELEV EXISTING GRADE
------------_� O-- 21' — , . --- a 2`Zyu r -�' y0 T.27 —
R1-1� 'c� titi .21.71 rye. Oy
O o` \
R3-5 R w , �� / ✓ .zz.'at' *2 a NOTE: CHEVRON "SEDIMENTATION k EROSION CONTROL"
EXISTING 4' SHOULDER _ ,--y--r U �—T- d
>� THE CONTRACTOR SHALL SOD AND/OR SEED AND MULCH
.2z.n 10' ALL DISTURBED AREAS IMMEDIATELY FOLLOWING CONSTRUCTION
180.00 TO EFFECTIVELY MINIMIZE AND CONTROL EROSION. SEDIMENT
.zv7s •�99 �— — T� .2219 75' STORAGE INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346) TANGENT PROTECTION MEASURES, INCLUDING SCREENS SHALL BE
WESTBOUND LANE N FOOT TYPE "C` INLET 1 -4 ( IMPLEMENTED IF REQUIRED.
24" WHITE STOP BAR TOPN 2- 1 � J /� I �j � o /� � ]v 0 • 7 D
11- - [20LF] N. W. NV. -- 16.5 t1 �i 1-1 1 V
-- , D
E. INVIN OKEECHOBEE ROAD) ,8.7
WESTBOUND LANE ^'- EAST NV. IS THE BOTTOM
+ OF A 2.0' WIDE SLOT z1.37 z1.56— - —y ?�
ntna
R6-1(R}, EXISTING GRASS MEDIAN \
DESIGNED BY GBB DATE 4-12_90 PROJECT NO.
a DRAWN BY Kimley-Horn and Assoc sates, Inc. SCALE CHEVRON 30080.01
ES—DCA BEINDORF DIVISION 1„-20' ST. LUCIE CROSSROADS SHEET C 2
JWY
CHECKED BY 3885, 20th Street, Vero Beach, Florida 32960 © 1990 PAVING, GRADING,
NO. REVISION DATE BY NO. REVISION DATE BY Buildingclient relationships since 1967 FIELD BOOK N0. P. Tel. (407)562-7981 DWG. NAME AND DRAINAGE PLAN °F 13
P 253/255 XC—RSITE.DWG
` ,
x
,
3.,
F
a
#I
j.
a
,
c I
li
DISPENSER
0
a
3/16" STL. CAP
WELD & GRIND,
SMOOTH PAINT
GRAY
N
WHITE & BLACK
°j
SCOTCHLITE GRAPHIC
STRIPES 0 45'
N
\
6 x 6STL. TUBE
r`
I
PAINT GREY
1' 6'
4" GUARDPOST TYP.
(SEE CHEVRON SPECIFICATIONS
FOR MATERIAL TYPE & INSTALLATION)
EDGE OF CONCRETE SLAB (TYP.)
NO.I REVISION
DATE I BY I NO.I REVISION
EXPANSION JOINT
6" CONCRETE (TYP) -
PRODUCT PIPING-'
DRY PACK
• •
No. 4 REBAR AROUND INLET (TYP.)
CANOPY DRAIN PIPE
6" CURB TO BE MODIFIED
TO WRAP AROUND INLET
TO A DEPTH EQUAL To
CANOPY COLUMN
Imo- 4' 5" THE TOP OF THE
CONTRACTOR TO MEET STUB OUT
OF COLUMN BY BUILDING ERECTOR
INSTALL C.O. TOP TO GRADE
i 4"x4%4" TEE
I \ 4" 90' BEND �4" SCH. 40 PVC 0 2.00% MIN.
J\
COLUMN FOOTER
SEE FABRICATORS PLANS
1. CONCRETE SURFACES THAT WILL CONTACT GROUT MUST BE ROUGHEND TO A MINIMUM
1/4", THOROUGHLY CLEANED AND SOAKED WITH WATER.
2. ALL PLATES THAT WILL CONTACT GROUT MUST BE CLEAN AND FREE OF OIL, GREASE OR DIRT.
3. THE GROUT MUST BE A MINIMUM OF 1" THICKNESS.
4. GROUTING SHOULD ONLY BE PREFORMED IN AMBIENT TEMPERATURES OF 45' TO 857.
TYP, COLUMN BASE DETAIL
N. T. S.
-'I 3" F'
� � 1
LI �
(CURB DIMENSIONS)
APPLY A COAT OF
EPDXY TO PAVEMENT
BEFORE CONSTRUCTING
CURB
STABILIZED SUBGRADE
m
WITH A 6" APRON FROM
of
EDGE OF PAVEMENT TO
c�i
THE EDGE OF THE INLET
r
w
0
j
�
0
1
X
¢
a
w
D a
�
___
OT
FDOT
T
TYPE
C.
N
6" CONCRETE INLET
\
TRANSITION
N
FDOT TYPE "C" INLET
APRON
3' 4"
TOP VIEW
SECTION VIEW
CURB INLET DETAIL
N.T.S.
1" TOP COURSE SHALL HAVE AN
AGGREGATE TOP SIZE OF 3/8"
WITH 50% SAND AND 50% COURSE
2.5" TOTAL AGGREGATE; MINIMUM BITUMEN
MADE UP OF CONTENT OF 6.0%
TWO LAYERS
AS SPECIFIED 1.5" BASE COURSE SHALL HAVE AN
AGGREGATE TOP SIZE OF 3/4"
WITH 65% COURSE AGGREGATE &
A MINIMUM BITUMEN CONTENT OF 4.5%
6"
�T CLEAN BACKFILL 6"
TYPICAL STEEL FORM f� (� O
WITH STEEL ALIGNMENT
BOXES
"IM-3" 1/2" EXPANSION JOINT
BUILDING
VARIES v
CONCRETE DRIVE SLAB
6x6-10/10 6" LIMEROCK BASE COMPACTED
WELDED WIRE MESH (TYP.) No. 4 REBAR ��
TO 98% MAX. DENSITY PER
/ 24' LONG AASHTO TEST T-180
\ \ INSTALLED THROUGH
/ /� / / /✓ \/\\\� PAVEMENT 3' ? O.C.
12" STABILIZED SUBGRADE
COMPACTED TO 98% MAX
DENSITY PER AASHTO TEST
T-180, MIN 50 P.S.I. F.B.V.
EXTRUDED CURB & ASPHALT DETAIL
JOINT DETAILS
N.T.S.
DATE I BY
FOR ALL PAVEMENT NOT LOCATED IN F.D.O.T. RIGHT OF WAY
N. T. S.
fix6-10/10
WELDED WIRE MESH
COMPACTED FILL TO 98% AASHTO T-180
TOOLED TO 1/4" RADIUS IF
PLASTIC INSERT IS NOT USED
JOINT FILLER
EXPANSION
JOINT
NOTE: SEE SHEET M-1 FOR LOCATION OF CONCRETE JOINTS,
AND SHEETS M-16 AND M-17 (ITEM 16) FOR CONCRETE,
FILLER, INSERT, AND SEALANT SPECIFICATIONS.
Building client relationships since 1967
DESIGNED BY GBB
DRAWN BY
O—DCA
CHECKED BY
JWY
FIELD BOOK NO.
LAIJ11I4V L✓ VI I nv\ lVILIV
OF OKEECHOBEE ROAD
6" CURB
1
PROPOSED
— — — —
— — — — —
—
/
EXISTING
/
100. 0' 80.0' 20.0'
SECTION C-C
N.T.S.
24.0
22.0
20.0
18.0
16.0
14.0
DETAILS FOR' F. D.O.T. RZW
3" TYPE S-1 SURFACE
COURSE AND 5/8" FC-2
FRICTION COURSE.
32'
16' 16 1
�I
6" 6" 6"
2% 2_y 6"
;C3.�._. n,.0".Yi..�.1�, •,;,!'(.� ,�. vT .�i..o;i("J,O_ ,r-4 0
8.5" CEMENTED COQUINA I
SHELLROCK BASE, 12" COMPACTED SUBGRADE (98%
AASHTO T-180)
DOUBLE COURSE, PRIMED,
COMPACTED
(98% AASHTO T-180)
SECTION B-B
SAWCUT AND REMOVE EXISTING PAVEMENT
& BASE
MATERIAL IN THE AREA HATCHED, UP TO
AND INCLUDING
REMOVAL OF IHE EXISTING EDGE STRIPE,
EXISTING SLOPE VARIES
TO EXPOSE A CLEAN VERTICAL EDGE.
CROSS SLOPE OF TURN LANE
TO MATCH CROSS SLOPE OF
EXISTING PAVEMENT
3" TYPE S-1 SURFACE
1.5" TYPE S-1
COURSE AND 5/8" FC-2
SURFACE COURSE
FRICTION COURSE.
+ 5/8" FC-2
MATCH
EXISTING
pgVEp
PAVEMENT 12'
3% MAX. SLOPE I- RIGHT TURN LANE
4'
SHOULDER
4'
I
VARIES
r37
8.5" CEMENTED COQUINA 6" CEMENTED COQUINA
SHELLROCK BASE,
SHELLROCK BASE, DOUBLE COURSE, PRIMED,
DOUBLE COURSE, PRIMED, COMPACTED
COMPACTED (98% AASHTO T-180)
(98% AASHTO T-180)
12" COMPACTED SUBGRADE (98% AASHTO T-180)
SECTION A -A
MAINTAIN 54" MIN. COVER
8, FROM TOP OF SLEEVE
�i PLUG ENDS
INSTALL 60't/24" 0.312 GAUGE, GRADE B STEEL CASING PIPE
VIEW OF STEEL SLEEVE
N.T.S.
TYPE "C" INLET
1/2 OF 24" CMP BOLTED TO INLET 20.5'Ajj�—
/
TO ACT AS A BAFFLE
GRAVEL
------- — 18.9'
m
18.0' 4" BLEEDER HOLE
15" RCP
FILTER CLOTH -�
MODIFIED TYPE "C" DITCH INLET
+ CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION.
N.T.S.
Kimley-Horn and Associates, Inc. SCALE3-19-90
BEINDORF DIVISION AS NOTED
3885, 20th Street, Vero Beach, Florida 32960 ©1990
Tel. (407)562-7981 °W c bETE.DWG
CHEVRON
ST. LUCIE CROSSROADS
PAVING & DRAINAGE DETAILS
15" RCP
30080.01
IEET C 3
OF 13
20 10 0 20
SCALE IN FEET
---------------------------
40
V
i
INSTALL 56't 4" SCH
40 PVC 0 1% SLOPE
INSTALL TRANSITION
MANHOLE 00,
ii TOP=19.95
E. INV.=15.20 ;
S. NV.=17.20
�A
/
N. INV. 1 7 20
1 i
/-------------
,
/
CONCRETE CURB
DURO AIR/WATER UNIT 962-12 p \ 1
\\aY= _ y1 OVA S---r-- A1l�]WA7ER Cl VAC
\\ // INSTALL 1R" 9400 q p
AIR LINE
RIM=22.30
INSTALL 2 10'x7RIM=22.46 p INSTALL 56't 4" SCH
t- RECLAIMING TANKS II 40 PVC 0 1.9% SLOPE
ill BOTTOM=15.73 INV.=19.65
SCH INSTALL 52't 4"
NSTALL 164't 4" SC
II 40 PVC 0 1.75% SLOPE INV.=19.40 40 PVC 0 0.7% SLOP j �� • '
I I 1 i
INSTALL C.O. 1� INV.=19.90 INSTALL C.O. INSTALL C.O.
TOP=22.13 ao� h °,�- -'-------\ TOP=22.56 TOP=22.69
INV.=20.04 U T �I INV.=18.34 II i
II -1 H-{�- ---- -aa�1� INV.=19.37
INSTALL 3/4"
p I ---------------
COPPER WATER LINE-----------------
-____ __________/ II I ••
p n1 1 r� ___________________________ �1 I
PA
- ----------- INSTALL 90't 4" SCH II N I
INV.=20.8 ep yu °p ;v 0 PVC 0 1.5% SLOPE i.
i — i" � ----oar----i
SEE CAR WASH DETAIL p p 4 INSTALL 2" SCH 40 - II II
FOR LOCATION OF LINES pl p p , PVC RECLAIMER LINE
0 9p I/� II INSTALL i" j INSTALL 53't 4" SCH j I II II II
p 1 GV AND 3/4" 40 PVC 0 1% SLOPE
p HOSE BIB IN 2'x2'
HOSE STORAGE BOX INV.=20.0 I I
INV.-19.55 I II I
�----�a------------- ---- or-- -T INSTALL GREASE TRAP I I
RIM= 24.00 ^VI
OPEN/RETENTION ;1 INSTALL 1" I INS -----------------'L---- I II
n COPPER WATER LINE NSTALL C.O. INSTALL 3/4" /
AREA NTALL C.O. \ I
I� TOP=24.50 INSTALL C.O. INSTALL C.O. GV AND BOX
`I INSTALL 3/4" GV INV.=20.60 TOP=23.72 TOP=24.50 I INV•-19.61 I \\\
II " HOSE BIB IV.-20.26 INV.=19.83AND 3/4=\ I N
ICI IN 2'x2' HOSE
a STORAGE BOX INSTALL 14't 4" SCH
II C 0iI 40 PVC 0 1% SLOPE
o 1 II II
19NSTALL
.7 I
GV AND BOX
ICI i i � INV.=p i / II SEE BLD. PLANS
ISLAND MARKETER "IM-3" i
FOOD/CONVENIENCE STORE I II II
U ASPHALT I I I o u
f� PAVEMENT i 1-1/2" TO 3/4" REDUCER i ii INSTALL 45't 4" SCH
i// L__====yam s"`=`= 40 PVC 0 1% SLOPE
�.�1 -----t 1 1
< i INSTALL GV 1- II INSTALL 1-1/2" INSTALL 7'f 4" SCH I O II II
ii 40 PVC 0 1% SLOPE
COPPER WATER LINE
INSTALL C.O.
.'/ INOSPTPLL 1" II 4.2
INSTALL 3/4" CINV.=19.885 II II LEGEN ER WATER LINE h `
COPPER WATER LINE __-- 1 II II
-----____= f -1a------------------ar----� I INSTALL 2-WAY C.O.
I O O I I II TOP=24.25
L____J^__________________^L____J �I I I � II II I ® 2'x2' HOSE BOX W/GATE VALVE
I I // I INV.=20.08
j INSTALL 1-1/2"
COPPER WATER LINE
---------------------------
i
/ 1
1-1/2" WATER METER
CONCRETE CURB INSTALLED BY FPUA /
,;:___------------------------------------------------------ ---------------------------------\------- ------------------------------- n
---------------------------------------------------------------------------------------------- — --
3/4" WATER METER
FOR IRRIGATION ONLY
INSTALLED BY FPUA
35' ID/PRICE SIGN
I
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INSTALL 60't /24" STEEL SLEEVE
l BRICK AND MORTAR ENDS SHUT
I PER FPUA STANDARDS
I \/
\ EXISTING EDGE OF PAVEMENT /
______________________________-_ /
a. _
----------------
__________________________________________________________________ _ L --
STATE ROAD NO. 70
(OKEECHOIBEE ROAD)
KimleyHIM
orn
N0. REVISION z' DATE BY N0. REVISION DATE BY Building client relationships since 1967
v rc r
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DESIGNED BY GBB
DRAWN BY WES, MJA / DCA
CHECKED BY
JWY
FIELD BOOK NO. P.
253/255
Kimley-Horn and Associates, Inc.
BEINDORF DIVISION
3885, 20th Street, Vero Beach, Florida 32960
Tel. (407)562-7981
"— 3-19-90 CHEVRON
ALE1"-20, ST. LUCIE CROSSROADS
©1990
,G. NAME UTILITY PLAN
XC—UTILDWG a .
TRENCH DRAIN
1" COPPER WATERLINE (UNDERGROUND)
TO RECLAIMER UNIT
DOUBLECHECK BACKFLOW
PREVENTER BY HERSEY,
REBCO, OR EQUAL
2.00'
0
M �
• d
GONG. SLAB
TO MEET
ASPHALT GRADE
— 17.25'
PREFABRICATED BUILDING PLANS BY OTHERS
r— CONTRACTION JOINT(TYP.) ?
GUARD POST
CAR
WASH
TUNNEL
1" PVC DUMP LINE
17.25'
1 0
\ \
SAND TRAP 4" LINE TO EXT. TANK #1 I l AT 185 P.S.I.
NO 1/4" OPENINGS TO PE 45'
PRESSURE GAUGE �' FROM FRONT OF RECEIVER.'
O �!� 13.61'
5.50'
a
C G� °�°
1/2 EXPANSION JOINT
AROUND SAND TRAP
W/SEALANT
r
1/2" DRAIN LINE (UNDERGROUND)
5.00'
;n
T
2 -
1/2" COPPER AIR LINE TO WASH BAY (UNDERGROUND)
n
AIR COMPRESSOR
L
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PLANTER
UTILITY ROOM
STORAGE ROOM 5.50'
AREA
°
3" FLOOR DRAIN
a
5.00'
n
N
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PLANTER AREA
a o
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WATER HOSE BOX AND GATE VALVE
T
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RECLAIMER BY OTHERS
RECLAIMER
BY
OTHERS
6'
4' —
�— 3' -
PUNIONS1 , 2'
1" COPPER WATER SUPPLY J
1" SCH 40 PVC DUMP LINE TO SAND TRAP
2" SCH 40 PVC RECLAIMER LINE FROM EXT. TANK
OO ELEVATION CAR WASH BAY
NTS
imi
3.00-
NO. 2 HOOK BAR (TYP.)
(WELD TO ANGLE)
CKD. PLATE STEEL COVER, 1/4" NON SKID
�- 1.42'
1"x1"x3/16" ANGLE (TYP.) --�
4" PVC TO EXT. TANK 1
4" TEE W/C.O.
MESH SCREEN
AT INLET
KEY W/WATER BARRIER (TYP.) -
NO.I REVISION
.50' (TYP.)
.45'
2 INSPECTION OPENINGS 1�a,GLOBS VALVE
RISER AND GLOBE tt- GLOBE VALVES
•f=
VALVE, CRANE 212-P OR
LUNKENHEIMER FIG. 73-P. G MANIFOLD VALVES:
MAKE ACCESSIBLE FROM TO BE CRANE #7 WITH
FRONT OF RECEIVER. #6 DISCS. SIZE AS SHOWN.
J FASTEN TO WALL OR
PLANTER AREA
TOP ELEVATION
PIPE SUPPORT BRACKET
„
*
TO BE DETERMINED
BY CHEVRON REP.
14' DRAIN LINE SEE FLOOR PLAN.
h" OPENING
\
lh- AIR TO CAR WASH —'h" CONCRETE ANCHOR OR
EXPANSION BOLT 0 EA. SUPPORT
1h" AIR TO OPTIONAL
6.38'
AIR & WATER UNIT
NOTES:
1. MAINTAIN 4Y4" MINIMUM CLEARANCE BETWEEN BOTTOM OF TANK AND FLOOR.
2. CHEVRON TO FURNISH AIR COMPRESSOR, AIR RECEIVER, 2 SAFETY VALVES (70p
SAFETY VALVE ON INTERCOOLER BETWEEN FIRST AND SECOND STAGES OF
812'
COMPRESSOR), PRESSURE GAUGE. PRESSURE SWITCH, CHECK VALVE AND BELT GUARD
3. BLOW DIRT OUT OF AIR SUPPLY LINES AND TEST LINES BEFORE CONNECTING
TO THE CONTROL VALVES.
1/2" COPPER AIR LINE
CONCRETE CURB TO AIR/WATER UNIT 4. AIR LINES SHOWN FROM MANIFOLD ARE TYPICAL. MANIFOLD AND PIPING
(UNDERGROUND) BY GENERAL CONTRACTOR.
2" SCH 40 PVC RECLAIMER LINE
(UNDERGROUND) I `I
CAR WASH PLAN VIEW AIR PIPING AND AIR COMP. INSTALLATION
1"=5'
PLUMBING NOTES:
3' f
1. NO JOINTS IN COPPER PIPING BELOW CONCRETE SLAB.
5 HP AIR COMP.
2. INSTALL A POLYETHYLENE INSULATING SLEEVE FOR ALL
F
COPPER LINES WHERE PIPING PROJECTS THROUGH THREADED FERRULE & COUNTER SUNK `
CONCRETE FLOOR SLAB. BRASS SCREW PLUG. FERRULE TO BE
FLUSH WITH CONCRETE PAD. -�
T I ACCORDANCE
3. ALL PLUMBING SHALL BE INSTALLED N AC RDAN E 2'-6" SO
WITH ALL NATIONAL, STATE AND LOCAL CODES. 3" GRADE
AIR MANIFOLD
1' 4. FLOOR DRAIN TO BE 3" JOSAM //30000A WITH 5"
6" BRONZE STRAINER AND 3" IRON PIPE "P" TRAP.C-r . .. . I .
8'
5. INSTALLER OF RECLAIMER UNIT TO INSTALL UNIONS
BETWEEN RECLAIMER UNIT AND ALL WATER SUPPLY,
RECLAIM LINE AND DUMP LINE PIPING.'
\ ` 1/2" COPPER AIR LINE TO AIR/WATER UNIT 6. ALL PLUMBING EXTENDING UP THROUGH CAR WASH BAY '
FLOOR SHALL HAVE A MINIMUM 1-1/2" CLEARANCE 45' 4" PVC BEND
1/2" COPPER AIR LINE TO CAR WASH EQUIPMENT FROM BAY WALL, AND NO PIPE SURFACE SHALL
EXTEND MORE THAN 4-1/2" FROM BAY WALL.
1/2" SCH 40 PCV DRAIN LINE TO SAND TRAP
O ELEVATION UTILITY ROOM
NTS
[— 2.25' --1
h-- 3.00' "
(2) U.S. FOUNDARY NO. 6250 GRATES OR EQUIV.
3.58' 2"x2"x3/16" ANGLE (TYP.)
B
_ 1/2" DRAIN LINE FROM AIR COMP.
1" LINE FROM RECLAIMER
3" DRAIN LINE FROM UTILITY ROOM
6" DIA. WEIR tO
/ 6.50' t
SAND TRAP MEASURES 3'x6.5' WITH 6" WALLS AND A 8" FLOOR
4" LINE TO EXT. TANK AND WEIR HOLE TO BE CENTERED IN TRAP
SAND TRAP SECTION
N.T.S.
DATE I BY I NO.1 REVISION
NO. 5 0 9" O.C.
4%4%4' PVC WYE
4" PVC PLUG
4" PVC
I,
TERMINAL
CLEAN
0 U T DETAIL
N.T.S.
AIN LINE FROM UTILITY ROOM
1/2" DRAIN LINE FROM AIR COMP.
IE FROM RECLAIMER
ADJUSTMENT BRICKS
U.S. FOUNDARY NO. 425 MANHOLE
Cj
z
ADJUSTMENT RINGS
SOIL
COMPACTED TO 98% FRAME AND COVER OR EQUIV.
c0i
(TYP-
MAX.
DENSITY AASHTO T-180 TO BE SET AT SLAB GRADE. (TYP.)
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L- 10, _I
EXTERIOR TANK COVER
KimleyHorn
DATE I BY I Building client relationships since 1967
IED BY GBB
BY
O-DCA
ED BY
JWY
BOOK NO.
NO. 6 0 8" O.C.
r
4" SCH 40
CONNECTION
TO SEWER SYSTEM
PIPE HANGER ATTACHED.1
TO INSIDE OF MANWAY
2" PVC TO RECLAIMER
SPRING LOADED SOFT
m SEATED FOOT VALVE
W/STRAINER (GRANGER
n OR EQUIV.)
EXTERIOR TANK NO. 2
r 4"(TYP.) ham— 2' t
4"x4"x4" TEE (TYP.) °p
~— W/4" PLUG
(TYP.) �(Typ"
X 1n
4 a
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EXTERIOR TANK NO. 1
9'
1' 10'
NO. 6 0 8" O.C.
NO. 5012"O.C. EXTERIOR TANK SECTION
N.T.S.
EXTERIOR TANK NO. 2 IS THE SAME AS EXTERIOR TANK NO. 1 (EXCEPT AS NOTED)
Kimley-Horn and Associates, Inc.
BEINDORF DIVISION
3885, 20th Street, Vero Beach, Florida 32960
P. Tel. (407)562-7981
"` 3-19-90
:ALE
AS NOTED
© 1990
VG. NAME
XC-DET2.DWG
CHEVRON
ST. LUCIE CROSSROADS
UTILITY DETAILS
W
4" SCH 40
FROM INT.
SAND TRAP
30080.01
IEET C — 5
OF 13
20 10 0 20 40
SCALE IN FEET
PARCEL 1
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STATE ROAD NO. 70
(OKEECHOBEE ROAD)
KimleyHorn
DATE I BY Building client relationships since 1967
N
WES, MJA / DCA
JWY
40253/255
Kimley-Horn and Associates, Inc. SCaLE3-19�� CHEVRON�
BEINDORF DIVISION 1tltl-20' ST. LUCIE CROSSROADS
3885, 20th Street, Vero Beach, Florida 32960 ©isso PRODUCT PIPING PLAN
Tel. (407)562-7981 °W c UAMEDWc
stt
kY
4*
MN"
EXISTING 4'
WESTBOUND LANE STATE R OA D ]� rRO . /0
WESTBOUND LANE (OKEECHOBEE �� " �A��
R6-1(R},
NO.I REVISION IDATE I BYI NO.I REVISION
DATE BY Building client relationships since 1967
LV VIGBB
BY l'.imley-Horn and Associates, Inc.
ED BY M-DCA BEINDORF DIVISION
My 3885, 20th Street, Vero Beach, Florida 32960
BOOK N0. P. 253/255 Tel. (407)562-7981
J
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- 4-12-90 CHEVRON
0ALE1"-20' ST. LUCIE CROSSROADS
© 1990 ..r
WG. NAME CONTOUR PLAN
XC-RSITE.DWG
30080.01
IEET 8
OF
13
1.00 GENERAL - The Contractor shall furnish all necessary materials (new),
equipment, machinery, tools, means of transportation and labor necessary
to complete the work as specified below In full and complete accordance
with the shown, described, and reasonably intended requirements of these
plans and specifications and all State and local requirements.
1.01 OTHER UTILITIES - The contractor shall contract Ft. Pierce Utilities
Authority, Southern Bell Telephone Company, and any other applicable
utilities for locations of existing wires.
1.02 WARRANTY - The Contractor shall guarantee all work and materials for a
period of one year from the date of project acceptance, during which
period all faulty construction and/or materials shall be corrected at the
Contractors expense.
1.03 STAKING - The Engineer shall locate the property corners. The Contractor
shall perform all staking as necessary to perform his work.
1.04 OFF -SITE LATERAL - The off -site sewer lateral shall be installed by Ft.
Pierce Utility Authority to the elevations shown on the plans. Ft.
Pierce Utility Authority shall obtain the roadcut permit. The Contractor
shall Install the on -site transition man hole.
2.00 PIPE MATERIALS - Materials used for water and sewer pipe shall conform to
the following:
2.01 PIPE MATERIALS - (Air and Water PIpLa)
A. Copper tubing (ASTM-8-88) Type K soft temper, 250 psi me, shall be
used for all air and water piping.
B. Fittings shall be copper Type K solder fittings, and shall be
installed with silver solder.
C. No joints allowed in copper piping below slabs.
D. Brass nipples shall be used at fixtures.
E. Bending of pipes is permissible to change direction in lieu of
fittings. Bends shall be made so that the pipe will not be
Injured and that the Internal diameter will not be effectively
reduced. The radius of the bend shall be a minimum of 10 pipe
diameters.
pr
2.02 GRAVITY SEWER PIPE AND FITTINGS
A. Gravity sewer lines and laterals shall be extra strength schedule 40
polyvinyl chloride pipe and shall conform to ASTM D 1785 and D 2241,
latest revisions.
B. Fittings Installed in polyvinyl chloride pipe shall conform to ASTM D
2466, latest revision.
C. In addition to the requirements of ASTM specifications, the pipe
shall not be out -of -round or crooked in alignment as determined by
the Engineer.
D. Polyvinyl chloride pipe shall be a maximum of 20 feet long and
furnished by JM, or equal.
E. Material shall meet or exceed the requirements of ASTM Designation
1784, Type 1, Grade 1 (12454-8). All PVC materials shall be stored
�o6q,. In accordance with the manufacturer's specifications (not In direct
sunlight). PVC pipe and fittings which show signs of ultra -violet
degradation will be considered substandard and unfit for use.
F. All wyes, fittings, and laterals shall be manufactured by JM, or
equal. No saddles will be allowed. Adapters shall be suitable to
the JM materials.
G. Two inch wide detection tape shall be spiral wrapped or affixed to
the top of the pipe. Tape shall have the word "sewer" in 3/4 inch
'
high letters appearing one or more times every 21 inches.
x'
H. The pipe shall be white or green In color.
I .. Connections to manholes and tanks shall be made with asbestos -cement
couplings or rubber boots with stainless steel straps.
r
2.03 DRAIN LINES IN CAR WASH
A. Drain line pipe shall be polyvinyl chloride (PVC) schedule
40 and shall conform to ASTM D 1785 NSF DWV, latest revision. PVC
pipe shall be made from class 12454-A or class 12454-B material.
B. Polyvinyl chloride pipe shall be furnished by JM Manufacturing Co. or
equal
2.04 PIPE JOINT SEALS
A. Joint seals In polyvinyl chloride pipe and fittings shall comply with
ASTM Designation D3212.
B. The joint shall remain sealed by its own compression strength and
adhesives shall not be necessary to weld or fuse the gaskets together.
C. The compressive stress which is developed In the gasket material
shall be as high as Is permitted by the strength of the bell in ring
tension, with due regard to factor of safety, and this stress shall
be at Its maximum value when the joint Is completely assembled.
3.00 VALVES AND APPURTENANCES (GENERAL)
A. All of the types of valves and appurtenances shall be products of
well established reputable firms who are fully experienced and
qualified in the manufacture of the particular equipment to be
furnished. They shall be designed, constructed and installed in
accordance with the best practices and methods and shall comply with
these specifications as applicable.
B. All valves and appurtenances shall have the name of the maker and the
working pressure for which they are designed cast in raised letters
upon some appropriate part of the body.
NO.1 REVISION (DATE I BYI NO.I REVISION
3.01 GATE VALVES
A. All buried gate valves shall meet the requirements of AWWA C509.
Valves shall be rated for 150 psi working pressure and a minimum 300
psi test pressure. Valves shall be bronze with non -rising stems and
operating nuts.
B. Gate valves shall be Hammond IB 609 or equal.
C. All valves in hose boxes shall conform to the above specifications
except they shall be furnished with hand wheels.
d. Two valve wrenches shall be delivered to the owner before acceptance
of the project.
3.02 VALVE BOXES
A. All buried valves shall have cast iron two or three piece traffic
bearing valve boxes with cast iron covers. Valve boxes shall be
provided with suitable heavy bonnets and shall extend to the finished
grade surface as directed by the Engineer. The barrel shall be one
or two-piece, screw type, having 5-1/4 inch shaft. Covers shall have
"WATER" cast into the top for all water lines. All valves shall have
actuator nuts extended to within six inches of the top of valve box
cover.
B. Valve boxes shall be set to grade and placed in a 36" x 36" concrete
pad, minimum 6" thick in paved areas. The pad shall be reinforced by
a #3 bar running continually around the slab.
3.03 BACKFLOW PREVENTORS - Backflow Preventors 1" and smaller shall be the
double check type and shall be as manufactured by Hersey, Rebco or equal.
3.04 HOSE BOXES
A. Hose boxes shall be series 700 sectional meter vaults, category 722,
by Brooks Products, Inc. or equal with two vaults stacked and bolted
together producing a finished depth of 28 7/8". Inside dimensions
shall be 21 1/2" x 21 1/2" or greater.
B. Minimum 28 day concrete compressive strength is 3,000 psi.
C. The top of the pipe shall be 24" below the top of the box.
D. Gravel bedding shall be placed from the bottom of the box to the
center line of the pipe.
E. The hose box cover shall not have a reading lid.
4.00 INSTALLATION - All phases of installation, including unloading,
trenching, laying and backfilling, shall be done in a first class
workmanlike manner and in accordance with the Plans and Specifications,
all manufacturer's recommendations, and the latest AWWA Standards C600.
All utility construction and materials shall be in accordance with Ft.
Pierce Utility Authority Standards. The Contractor shall obtain a copy of
these standards and shall keep them on the site at all times.
All gravity sewer service installation procedures shall be in accordance
with the pipe manufacturer's recommendations and approved by the Engineer.
4.01 CLEARING AND GRUBBING - Any required clearing and grubbing of
vegetation shall be done by the Owner. Trees are not to be removed
without permission from the Owner.
4.02 UNLOADING - All pipe and fittings shall be carefully and stored following
manufacturer's recommendations. Any pipe or fitting which is damaged or
which has flaws or imperfections which, in the opinion of the Engineer,
renders it unfit for use, shall not be used. Pipe which is cracked or
broken in handling or assembly shall not be used. Any pipe not
satisfactory for use shall be clearly marked and immediately removed from
the job site, and shall be replaced at the Contractors expense.
4.03 TRENCHING - Trench width shall be kept to the minimum necessary for
Installation of the pipe. Rock, boulders, or other hard, lumpy or
unyielding materials in the trench shall be removed to a depth of at least
12 inches below the bottom of the pipe. Muck or other material that is
considered unsuitable by the Engineer shall be removed as directed by the
Engineer. All unsuitable material removed a i
g v d and suitable material
backfilled and compacted shall be paid for on an hourly basis using agreed
upon hourly rates for equipment, material, and labor. Unsuitable material
is to be disposed of as directed by the Engineer.
4.04 PIPE LAYING - The laying of the pipe shall be done In a continuous
workmanlike manner and shall conform to the latest AWWA Standard C600 and
the manufacturers recommendations.
A. The interior of all water and air piping shall be clean and joint
surfaces wiped clean and dry after the pipe has been lowered into the
trench. Pipe shall be laid on the line which is true and which
conforms to the Plans. Valves shall be plumb and located according
to the Plans. Minimum cover for all horizontal runs of potable water
pipe shall be 30" in pavement areas and 12" in concrete slab areas.
Deflection of pipe joints and curvature of pipe shall not exceed the
manufacturers specification. Securely close all open ends of pipe
and fittings with a water tight plug when work is not in progress.
Surfaces to be soldered shall be cleaned bright, all burrs shall be
removed, and the tubing shall be returned to full bore. All copper
piping projecting through concrete slabs shall be sleeved with
polyethylene.
B. The laying of sewer gravity pipe shall commence at the lowest point
of the system with the spigot end pointing in the direction of the
flow. Any changes in starting point shall be approved by the
Engineer. The minimum cover shall be the some as for water. Gravity
sewer shall be installed to the elevations and grades shown on the
Plans. Gravity sewer pipe shall be set firmly on the compacted
trench bottom to the exact line and grade using laser beam equipment
furnished by the Contractor. Any pipe not laid In true alignment or
which settles after laying will be taken up and re-laid at no cost to
the Owner. Prior to putting joints together, they shall be wiped
clean and dry and coated with a suitable lubricant. Trenches may be
backfilled as soon as the pipe is laid and the Engineer has given his
approval. The Contractor shall not permit the water to rise in the
unbackfilled trench after the pipe has been placed. securely close
all open ends of pipe and fittings when work is not in progress.
DATE BY Building client relationships since 1967
C. A minimum of 12" vertical separation between water and sanitary sewer
lines shall be maintained. Where this is not possible, the sewer
line shall be encased as per Ft. Pierce Utility Authority Standards.
A minimum 6" separation shall be provided between water lines and
other utilities. Concrete for encasement shall be a minimum of 2500
psi at 28 days. In lieu of concrete encasement, the sewer line may
be replaced by 20 feet of ductile iron pipe.
D. Minimum cover for air lines shall be the same as water lines.
4.05 WELLPOINTING - Construction shall be accomplished In a dry trench.
Wellpointing will be required as necessary. The Contractor shall not use
sewer or water line construction as a drain for the trench while
progressing with the pipe laying. It will be necessary for the Contractor
to keep the trench free of water until the pipe is bedded and held in
alignment with backfill. Upon completion of the construction, the
wellpoint holes shall be filled with grout.
4.06 SHEETING - Sheeting and shoring shall be Installed as may be
necessary for the protection of the work, preservation of adjacent
property and structures, and the safety of employees.
4.07 BACKFILL AND COMPACTION - Only select materials for pipe backfill
consisting of sand or incompressible materials free from large clods,
stones, "hardpan", roots, broken masonry, or other unsuitable materials
which might damage the pipe or street section, shall be used. Backfll
shall be placed in the trench in 12 inch maximum lifts and compacted to a
minimum of 98% of maximum density under or within five (5) feet of paved
areas or buildings and 95% of maximum density in other areas in accordance
with AASHTO T-180 and ASTM D-1557. Backfill for all water and Irrigation
pipe trenches must be compacted by hand tamping to the centerline,under
the pipe. Compaction above sewer pipes shall be accomplished by meas of a
trench or vibra-tamper or other means approved by the Engineer. Back fill
shall be compacted along the sides of the sewer pipe with a haunch tamper.
4.08 MANHOLES AND CLEANOUTS - Manholes and cleanouts shall be installed in such
a way that they may be adjusted to meet the finished paving grades, and it
shall be the Sewer Contractor's responsibility to adjust and re -grout the
frame, if necessary, to meet the finished paving grade. The Sewer
Contractor shall include the cost of one adjustment for each manhole and
cleanout in his bid.
5.00 TESTING AND DISINFECTIONS OF SITE WATER, SEWER AND AIR LINES - Water,
sewer and air lines shall be tested in accordance with the following:
5.01 TESTING OF POTABLE WATER LINES
A. Hydrostatic pressure and leakage tests shall conform with Section 4
of the latest edition of AWWA C-600 Specification with the exception
that the Contractor shall furnish all gauges, meters, pressure pumps
and other equipment needed to test the line. Engineer shall be
present during all testing and final inspections.
B. The pressure required for the field hydrostatic pressure test shall
be 50 percent above the normal working pressure but not less than 150
psi. The Contractor shall provide temporary plugs and blocking
necessary to maintain the required test pressure. Corporation cocks
at least 3/4 inches in diameter and pipe riser and angle globe valves
shall be provided at each pipe dead-end in order to bleed air from
the line. Duration of pressure test shall be at least 2 hours. The
cost of these Items shall be included as a part of testing.
C. The leakage test shall be conducted concurrently with the hydrostatic
pressure test and shall be of not less than two hours duration. All
leaks evident at the surface shall be repaired and leakage eliminated
regardless of total leakage as shown by test. Lines which fail to
meet tests shall be repaired and retested as necessary until test
requirements are complied with. Defective materials, pipes, valves
and accessories shall be removed and replaced. The pipe lines shall
be tested in such sections as may be directed by the Engineer by
shutting valves or installing temporary plugs as required. The line
shall be filled with water and all air removed and the test pressure
shall be maintained in the pipe for the entire test period by means
of a force pump to be furnished by the Contractor. Accurate means
shall be provided for measuring the water required to maintain this
pressure. The amount of water required is a measure of the leakage.
D. The Contractor must submit his plan for testing to the Engineer for
review at least five (5) working days before starting the test. The
Contractor shall remove and adequately dispose of all blocking
material and equipment after completion and acceptance of the field
hydrostatic test, unless otherwise directed by the Engineer. Any
damage to the pipe coating shall be repaired by the Contractor.
Lines shall be totally free and clean prior to final acceptance.
E. The Engineer or the Engineer' representative must be present during
testing.
5.02 DISINFECTING POTABLE WATER PIPELINES
A. Before being placed in service, all potable water pipelines shall be
chlorinated in accordance with the latest edition of AWWA C-601.
"Standard Procedure for Disinfecting Water Mains." The procedure
shall be approved by the Engineer. Taps for chlorination and
sampling shall be uncovered and backfilled by the Contractor as
required.
B. The general procedure for chlorination shall be first to flush all
dirty or discolored water from the lines, and then introduce chlorine
in approved dosages in accordance with Table 12-1 through a tap at
one end, while water is being withdrawn at the other end of the line.
The chlorine solution shall remain in the pipeline for no less than
24 hours.
TABLE 5-1
Chlorine Required to Produce 25-mg/L Concentration
in 100 ft. of Pipe by Diameter
Pipe
100-percent
1-percent
Diameter
Chlorine
Chlorine Solution
in
lb
gal
1/2
0.00020
0.0025
3/4
0.00045
0.0056
1
0.00081
0.010
1-1/2
0.0018
0.023
2
0.0033
0.040
SIGNED BY GBB
AWN BY
WO-DCA
ECKED BY
JWY
LID BOOK NO. P.
w ��e"
:t s:
"r
C. Following the chlorination period, all treated water shall be flushed
from the lines at their extremities and replaced with water from the
7.00 RECORD DRAWINGS - The Contractor shall maintain an accurate,
distribution system.
detailed set of plans marking the actual locations of all mains, laterals,
services, valves, and fittings, referenced to easily identifiable,
D. The Contractor shall make all arrangements necessary with an
permanent (not trees, etc.) locations, with two or more ties per item
Independent commercial laboratory approved by the Department of
located. Actual offset distances from either right-of-way lines, edge of
Health and Rehabilitative Services (HRS) for the examination of
pavement, or centerline of road to centerline of main shall be measured a
samples of water from disinfected water mains. Bacteriological
minimum of every 50 feet, and at radical departures from the typical line
sampling and analysis of the replacement water shall then be made in
locations as shown on the Plans. The length of all mains, the depth to
full accordance with the AWWA Manual C-601 and submitted to the
sewer line fittings, and any cleanout and manhole inverts shall be marked
Engineer for approval. The Contractor will be required to
on the Plans. These drawings shall be furnished to the Engineer prior to
re -chlorinate, if necessary.
final payment. In addition to the Contractor's Drawings, the Engineer
will make surveys as necessary to locate the water and sewer systems.
E. Sampling shall be made daily and continuously until two successive
Backfilling of these systems is not to take place until Engineer has
examinations are found satisfactory. Should three examinations be
located systems as Installed. If systems are backfilled before Engineer
found unsatisfactory, the line shall be flushed and disinfected
has located them, system will be exposed at Contractor's expense until
again. Certified copies of all laboratory analyses shall be provided
Engineer has located system. The Engineer shall supply the Owner with
to the Owner. The cost of all sampling, flushing, and disinfecting
Record Drawings.
shall be Included in the contract price and no additional charge
shall be made to the Owner for this work. The line shall not be
placed in service until approved by the Engineer.
5.03
A. Leakage tests by exfiltration or Infiltration, as described below,
will be made on all pipe. The Engineer shall have the option of
determining which test shall be employed. Generally, if the
groundwater table is below the bottom of the pipe and exfiltration
test shall be used.
B. Exfiltration tests will be made on the pipe before or after
backfilling at the discretion of the Engineer. The length of the
sewer to be tested shall be such that the head over the crown of the
upstream end is not less than 2 feet and the head over the downstream
crown Is not more than 6 feet unless directed otherwise by the
Engineer. The sewer shall be plugged by pneumatic bags or mechanical
plugs in such a manner that the air can be released from the sewer
while it is being filled with water. The test shall be continued for
one hour and provisions shall be made for measuring the amount of
water required to maintain the water at a constant level during this
period. If test results are unsatisfactory, the Engineer may direct
that additional tests are made on any or all of the pipe.
C. If any joint shows an appreciable amount of leakage, the jointing
material shall be removed and joint remade. If any pipe is
defective, it shall be removed and replaced. If the quantity of
water required to maintain a constant level in the sewer for one hour
does not exceed 100 gallons per inch of diameter per day per mile of
sewer and all the leakage is not confined to a few joints, the
workmanship shall be considered satisfactory. If the amount of
leakage indicates defective joints or broken pipes, they shall be
corrected by the Contractor.
D. Pipe shall be tested for infiltration after the backfill has been
placed. Infiltration tests shall be made under the supervision of
the Engineer, and the length of line to be tested shall be as
directed by the Engineer. The allowable infiltration shall be 100
gallons per inch of diameter per day per mile of sewer.
E. Rates of infiltration shall be determined by means of V-notch weirs,
pipe spigot or by plugs in the end of the pipe, to be provided and
installed by the contractor in an approved manner, and at such times
and locations as may be directed by the Engineer.
F. If an inspection of the completed sewer or any part thereof shows any
manholes, pipes, or pints which allow the infiltration of water in a
noticeable stream or jet, the defective work or material shall be
replaced or repaired as directed.
G. All water used in testing and flushing shall be furnished at the
Contractor's expense.
H. The Contractor may use on air test in lieu of the exfiltration test
as described above if approved by the Engineer. If he elects to do
this, he shall submit his proposed method to the Engineer for
approval.
I. If the results of the air test are unsatisfactory, as determined by
the Engineer, the Contractor shall be required to perform the
exfiltration test as outlined above.
J. At the conclusion of the work the Contractor shall thoroughly clean
all of the pipe by flushing with water or other means to remove all
dirt, stones, pieces of wood, or other material which may have
entered during the construction period. Debris cleaned from the
lines shall be removed from the lowest outlet. If, after this outlet
cleaning, obstructions remain, they shall be removed.
K. Upon completion of the work, the sewer system or selected sections
therein shall be subjected to a final test and inspection. All work
In the system or sections therein being tested shall be complete,
cleaned and ready for use. Tests shall be as specified herein and
shall meet all requirements as to line, grade, cleanliness,
infiltration, exfiltration and workmanship.
5.04 TESTING OF AIR PIPING - Copper air Ines shall be made up and tested
with 180 Ibs air pressure and soapsuds to the satisfaction of the owner
before covering.
5.05 TESTING
A. Copper water piping shall be tested for a period of 2 hours minimum
at 80 psi. The engineer or engineer's representative shall be
present during testing.
B. Drain and sewer plumbing shall be tested with at least 10' head of
water. The water shall be kept in the system, or in the portion
under test for at least 15 minutes before inspection starts; the
system shall then be tight at all points. An air test shall then be
made by attaching an air compressor or testing apparatus to any
suitable opening and after closing all other Inlets and outlets to
the system, forcing air Into the system until there is a uniform
gauge pressure of 5 psi or sufficient to balance a column of mercury
10 inches in height. This pressure shall be held without
introduction of additional air for a period of at least 15 minutes.
6.00 APPROVALS - Contractor must submit shop drawings for all precast
concrete items, water distribution and sewer collection system items, air
systems items, and any substitutions to the items named in the Plans and
Specifications with his bid. Shop drawings for the above referenced items
and substitutions must be submitted and approved prior to shipment or
fabrication of the materials. Any materials that are submitted for
approval after the contract has been signed, and which are rejected by the
Engineer, will be replaced with materials named in these Specifications at
no additional costs to the Owner. Structural shop drawings for the grease
trap, interior sand trap, and exterior reclaiming tanks shall be signed
and sealed by an Engineer licensed in the State of Florida before
submittal to the Engineer for approval. No work shall begin until shop
drawings have been reviewed by the Engineer and returned to the
Contractor.
Kimley-Horn and Associates, Inc.
BEINDORF DIVISION
3885, 20th Street, Vero Beach, Florida 32960
Tel. (407,)562-7981
DATE 4-12-90
SCALE
N TS
1990
DWG. NAME
XC-SPECS.DWG
8.00 SITE CLEAN UP - After completion of all construction and installation
work, the Contractor shall perform a site clean up operation for removal
of all trash, debris, and excess material and equipment. It will be the
Contractor's responsibility to present the project site clean and in good
order at the time of final acceptance of the project.
9.00 PAYMENT - Unless otherwise noted in the contract documents, that basis of
payment for items will be as follows:
9.01 WATER LINES - Basis of payment for all lines shall be a unit price per
linear foot of pipe installed and shall include all pipe, I.D. tape,
installation (including excavation and backfilling), tubing, wellpointing,
thrust blocking, sketches for record drawings, all testing, staking,
flushing and sterilization necessary for approval by the Engineer.
9.02 GATE VALVES - Basis of payment for valves shall be a unit price for
each valve and shall include the valve, valve box, concrete pad, thrust
blocks, polyethylene encasement, installation, sketches for record
drawings, and valve wrenches.
9.03 SEVER LINES - Basis of payment for PVC sewer lines shall be a unit
price per linear foot of pipe installed, in each depth classification,
measured from invert elevation to the existing ground surface. The unit
price shall include all pipe, fittings, installation, excavations, laying,
backfill, I.D. tape, wellpointing, sheeting, testing, sketches for record
drawings, staking, and cut sheet preparation.
9.04 MANHOLES
- Basis of payment for manholes shall
be a unit price for
each manhole and shall include all concrete,
brick,
reinforcement, frame
and cover,
installation, wellpointing, backfill,
sheeting,
one frame
adjustment,
restaking, and record drawings.
Depth
classification of
manhole is
from top of cover to the lowest
invert
as shown on the
drawings.
9.05 CLEANOUTS - Basis of payment for cleanouts shall be a unit price per
each cleanout installed and shall include all pipe, fittings, and threaded
plug, installation, adjustments, backfill, sketches for record drawings,
'! and staking.
I
9.06 CLEAN UP - Payment for clean up is to be included In the above
prices.
t.
t
CHEVRON
ST. LUCIE CROSSROADS
SPECIFICATIONS
30080.01
IEET
C-9
OF 13
rtW
20 10' '0' 20 40
SCALE IN FEET
NO.1 REVISION
PARCEL 1
5 CABBAGE
5 SLASH PINE
3 LIVE OAK
5 CRAPE MYRTLE
DATE I BYI NO.1 REVISION
f �
6 WAX MYRTLE, 6'X4'—/
DATE I BY
7 SLASH PINE
- -. --1
RELOCATED ON SITE 55 SAW PALM
75 DAHOON HOLLY
3 CABBAGE PALM, 8-14' C.T. STAGGERED
- 28 PARSONI JUNIPER f
3 SLASH PINE TO REMAIN �_/
r%11[^ lA I ["1 Af1I MIAIr Tn 1' LIA1\I
3 LIVE OAK
EXISTING SLASH PINE TO REM
CABBAGE PALMS TO
BE RELOCATED ON SITE
(TYP)
_=— 3 OLEANDER STD
45 PARSON[ JUNIPER
1 CABBAGE PALM, 10' C.T.
8 PARSON JUNIPER
25 WAX MYRTLE, 6'X4'
' f 1
3 CABBAGE PALMS TO REMAR
_ ASPHALT
PAVEMENT
_ 1 SLASH PINE
TO REMAIN
5 SLASH PINE
f 1 A f I Mlklr
ISLAND MARKETER "IM-3"
FOOD/CONVENIENCE STORE
STATE ROAD NO. 70 —
(OKEE CHOEEE ROAD)
Building client relationships since 1967
DESIGNED BY GBB
DRAWN BY WES, MJA / DCA
CHECKED BY
My
FIELD BOOK NO. P.
253/255
s
vS
5 SLASH PINE
69 JAPANESE YEW
In
T. AUGUSTINE u 11
Is PLANT LEST
QTY
BOTANICAL NAME
COMMON NAME
SIZE/REMARKS
TREES
15
LAGERSTROEMIA
INDICA 'TUSCARORA'
CRAPE MYRTLE
8' — 10'X6'
31
MYRICA CERIFERA
WAX MYRTLE
6'X4', 4' O.C.
33
PINUS ELLIOTTII
SLASH PINE
8'X4' 2" CAL.
10
QUERCUS VIRGINIANA
LIVE OAK
16'X8', 4 1/2" CAL.
17
SABAL PALMETTO
CABBAGE PALMS
RELOCATED ON SITE
4
SABAL PALMETTO
CABBAGE PALMS
@ 8-14' C.T.'B60TED'
3
NERIUM OLEANDER
OLEANDER 'RED'
6-7X3', STANDARD
SHRUBS/
GROUNDCOVER
184
BOUGAINVILLEA
DWARF
SPECTABILIS
BOUGAINVILLEA
#3, 12"X12",18"O.C.
350
JUNIPERUS PARSONI
PARSONI JUNIPER
#3, 8"X24", 30"O.C.
75
ILEX CASSINE
DAHOON DOLLY
#3, 24"X18",4'O.C.
75
MYRICA CERIFERA
WAX MYRTLE
#3, 24"X24", 4'0.C.
262
PODOCARPUS
MACROPHYLLUS
JAPANESE YEW
#3, 20"X20", 24"O.C.
75
SERENOA REPENS
SAW PALMETTO
#3, 15"X15", 4'O.C.
STENOTAPHRUM
ST. AUGUSTINE
SOD
SECUNDATUM
'FLORATAM'
^ Z;4�
1.
DATE PROJECT NO.
Kimley-Horn and Associates, Inc ■ SCALE3-19-90 CHEVRON 30080.01
BEINDORF DIVISION 1 "=20' ST. LUCIE CROSSROADS SHEET C 10
3885, 20th Street, Vero Beach, Florida 32960 ©1ss0
Tel. (407)562-7981 DWG_NANoLANDSCAPE PLAN of
.DWG
13
�Ikt^a. s�o,m4.�� x s�yi�i e�i����s�
I�-0-
e:5
20 10 0 20 40
SCALE IN FEET
PARCEL 1
- - - - - - - - - -
----------------
L �
1/2" \
3/4"
OPEN/RETENTION
AREA
1/2" 3/4"
I I I I I I
1-1/4"
2w
1/2" 3/4"
S I
B
1/2^ 1/2" S
B B 3/4"
3/4-
NO.1 REVISION IDATEIBYI NO.1 REVISION
3--,-P,
1-1/4
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1"
1/2"
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3/4"
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1-1/2"
- 3/4" i" 3/4" 1/2"
I I C C C I I
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1-1/4" S S S
3/4" 1
3/4" -\ 1" , 3/4"
STATE ROAD NO. 70
(OKEE CHODEE ROAD)
utSIUNLU BIT GBB
DRAWN BY WES, MJA / DCA
CHECKED BY
JWY
DATE BY Building client relationships since 1967 FIELD BOOK N0253/25.
k
w,
r
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F
ISLAND MARKETER "IM-3"
FOOD/CONVENIENCE STORE
1"
3/4"
3/4"
1CRETE CURB S S sv�
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1-1/4"
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RAW•91RC PVB SERIES COWNSTEA" SPRCNKLER
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PRESSUREiTYPE BACKFLOYI PREVENTER
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4
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TORO 570s ON 14" STANDPIPE
ACTUAL SLEEVE LOCATIONS
1-1/4"
HOULD BE MARKED AT JOBSITE
ND RECORDED IN PROJECT
■
TORO 570—HP POPUP
IELD NOTES.
I I
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1/2"
I
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TORO ROTOR (PC) S700 (& NOZZLE SIZE)
3/4"
r —, I I
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ELECTRIC VALVE 252-06-04
j
VALVE BOX TYPE 10" ROUND<;
3/4"
�s
1"
I I
©
CONTROLLER TORO 16+2 (173-06-01)
12
RAINSWITCH MINICLICK
3/4" S
3/4" I
I
0
P.V.B. RAINBIRD 0150 (1-1/2")
1"
#11
1-1/4"
'Q1'
-=�-
MAINLINE SCH 40 PVC (SIZES MARKED)
3/4"
I 3/4"
I
O ,
SCH 40 PVC SLEEVE (SIZES MARKED)
I
v )
`
1/2"
—E- .
CONTROL WIRING U.F. 14GA.-60OV. INS.
i^ 3/4- [.� C` - - �i11 5. BURY MAINLINE AT 18-24" AND LATERALS AT 12".
�
3 4" \ �6. USE SCHEDULE 40 PVC UNDER PAVED SURFACES. LATERALS WILL BE k=
3/4- Z n CLASS 160 PVC PIPE. (MINIMUM).
v
/ ioop VALVE i .r
EXISTING EDGE OF PAVEMENT_ J _�x _-..
7. HYDROSTATICALLY TEST MAINLINE AND HOSE BIB LINES AT A MINIMUM
/ v5E REF n OF 60 PSI FOR AT LEAST 4 HOURS. THIS SHOULD BE DONE PRIOR TO r
^r� COMPLETE COVERING OF THE PIPE. ANY LEAKAGE SHOULD BE REPAIRED
y?� PRIOR TO BACKFILL.
( �r, �8. USE 14 GAUGE U.F. WIRING FOR CONTROL CIRCUITS. SPLICE IN VALVE U � BOXES ONLY NTH WATERPROOF CONNECTORS. WHITE WILL BE THE COLOR
: OF THE COMMON WIRE. RUN ONE EXTRA CONTOL WIRE THE LENGTH OF "¢
THE MAINLINE (USE GREEN). PLACE WIRE ALONGSIDE AND BELOW MAIN `
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARC AND RADIUS v
uirrlc. r.: ADJUSTMENTS AND 1009 COVERAGE.
10. PAINT STANDPIPES FOREST GREEN AFTER PLANTINGS AND HEIGHT
*; ADJUSTMENTS ARE COMPLETE. r�
qp 11. CONTROLLER AND RAINSWITCH WILL BE MOUNTED ON BUILDING WALL
\ COORDINATE HEIGHTS WITH JOB SUPERVISOR. ELECTRICAL POWER,, 'I R
METERS, BREAKER BOXES AND WIRING WILL BE PROVIDED BY OTHERS,
i. `
Kimley-Horn and Associates, Inca SCA3-19-90
_ CHEVRON �
1"=20'
BEINDORF DIVISION ST. LUCIE CROSSROADS,
3885, 20th Street, Vero Beach Florida 32960 ©iaso h;7,
Tel. (407)562-7981 DING. NAME IRRIGATION PLAN ':M1at
XC—LAND.DWG
x.
a
,.s.. 1
x,w nDery •: a n,a
e
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D Tree Staking and Planting Detail
4 Not To Scale
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5 Not To Scale
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tail
URBAN
IDS I MMO %M0 t ) I'll ( 40, 1 MM
CM I It, 0 t ) 13
Urban and Development Planning
Landscape Architecture
Site Graphics
1940 10th Avenue
Suite B
Vero Beach, Florida 32960
407.778.3300
Job Number
Drawn By
Checked By
Date
Revisions
S, PECIFICATIONS
LAWNS & PLANTINGS
C-01. Scope of Work - The "General Conditions" of this: Contract are
hereby made a part of and shall govern this Division as applicable.
A. The work of this Contract consists of furnishing all
labor, materials, equipment, appliances, transportation.,
etc., to complete all landscaping work as shown on the
Drawings, as included in the Plant List and as herein
specified.,
B. Work shall include maintenance and watering of all planting
areas of this Contract until Certification of Acceptability
by the Landscape Architect.
-- C. PR3TECTION OF EXISTING STRUCTURES. All existing. buildings,
walks, walls, paving, piping, and other items of construction
and planting already mnpleted or established shall be
protected from damage by this Contractor. All damage
resulting from negligence shall be repaired or replaced
to the satisfaction of the Owner.
D. PROTECTION OF EXISTING PLANT MATERIALS. The Contractor
shall be responsible for all unauthorized cutting or
damage to trees and shrubs existing or otherwise, caused
by careless operation of equipment, stockpiling of materials,
etc. This shall include compaction by driving or parking
inside the drip -line or the spilling of oil, gasoline, or
other deleterious materials within the drip -line. No
material shall be burned where the heat will damage any
plant. Trees killed or damaged so that they are mishapen
and/or unsightly shall be replaced at the cost to the
Contractor of One Hundred Dollars ($100) per caliper inch
on an escalating scale which adds an additional twenty
(20) per cent per inch over four (4) inches caliper as
fixed and agreed liquidated damages. Caliper shall be
measured six (6) inches above ground level for trees up
to and including four (4) inches in caliper and twelve
(12) inches above ground level for trees over four (4)
inches in caliper.
C-05 PLANTING PROCEDURES (CONT.)
E. Trees and shrubs shall be set straight and at such a
level that after settlement the plant crown will stand
one (1) to two (2) inches above grade. Each plant shall
be set in the center of the pit. Soil mixture shall be
thoroughly tamped around the ball and shall be settled by
water after tamping. and . A water holding saucer shall be
forted with extra soil.
F. Fill hole wit
h soil mixture, making certain all peat mass
is saturated. To do this, fill hole with water and allow
to soak minimum twenty (20) minutes, stirring if necessary
to get peat moss thoroughly wet. Pack lightly with feet.
Add more wet soil mixture. Do not cover top of ball with
soil mixture, only with mulch. All burlap, rope, wires,
etc., shall be removed from the sides and tops of balls,
but no burlap shall be pulled from underneath.
G. Water Basin: Build basin around all plants or trees
which stand alone and are not in larger mulched beds. A
water hold dirt dam shall be built on the outside edge of
the hole to form a basin to hold water. It shall be four
(4) to six (6) inches of soil firm enough to remain in
place.
H. Pruning: Each tree shall be pruned to preserve the
natural character of the plant as shown on the Drawings.
All soft wood or sucker growth and all broken or badly
damaged branches shall be removed with a clean cut. All
pruning cuts over one-half (Il) inch in diameter shall be
painted over with an approved tree paint to be used on
all exposed cambium as well as exposed living tissue. All
pruning shall be previously approved by Landscape Architect.
I. Ground cover plants shall be planted in beds prepare] by
thoroughly working into topsoil a minimum two (2) inches
of peat moss to a minimum depth of four (4) inches.
Plants shall be evenly spaced in accordance with the
Drawings and as indicated on the Plant List.
J. Tree guying and bracing shall be the responsibility of
the Contractor in accordance with sound nursery practice
and approval by landscape Architect to insure stability
and maintain plants in an upright position. Wooden
stakes for guying trees under four (4) inches caliper
shall be No. 3 grade Southern Yellow Pine treated with
cremated copper arsenate to 0.25 Retention/PCF. Malleable
iron may be substituted for wooden stakes. Absolutely no
cypress wood shall be used as a staking material.
K. Mil_ dun : Provide a two (2) inch minimum layer of specified
mulch over the entire area of each shrub bed, ground
cover and vine bed and tree pit.
C-02. MATERIALS
A. Samples of materials as listed below shall ne submitted
for approval, on the site or as otherwise determined by
the Landscape Architect. Upon approval of samples by the
Landscape Architect, delivery of materials may begin.
MATERIALS SAMPLES
Mulch one (1) cubic foot
Topsoil �i, one (1) cubic yard
Peat Noss one (1) bale
Plants one (1) of each variety
Typical samples shall be furnished from each separate
source of supply. Approved samples shall be stored on
the site and protected 'tit furnishing of materials is
completed. Plant samples may be planted in permanent
positions, but labeled as samples.
B. Ibpsoil for use in preparing soil for backfilling plant
pits shall be a fertile, friable, natural topsoil of
toamy character, without mixture of subsoil materials,
and obtained from a well drained, arable site. It shall
contain three. (3) to five (5) per cent decomposed organic
matter and shall be free from heavy clay, coarse sand,
stones, lime, lumps, plants, roots or other foreign
materials, or noxious grasses (such as Bermuda or nut
grass) and noxious weeds It shall not contain toxic
substances wh1 ch may be I iarmful to plant growth. pH
range shall be 5.0 to 7.0 inclusive. Contractor shall
submit results of soil tests for topsoil proposed for use
under this Contract for approval by the Landscape Architect.
C-06. HERBICIDE WEED CONTROL III
A. All plant beds shall be free of nu'_ grass, torpedo grass,
and other noxious weeds tit final acceptance of work.
"Round -Up" shall be applied to all planting areas as
needed and determined on site by the Landscape Architect
for weed control.
C-07. LAWN SODDING
A. The work consists of soil preparation, lawn bed preparation,
and sodding complete, in strict accordance with the
Specifications and the applicable Drawings to produce a
grass lawn acceptable to Owner.
B. Soil Prepartion: All ar s that are to be sodded, shall
be cleared of any rough ass, weeds, and debris, and the
ground brought to an even grade. The whole surface shall
be rolled with a roller weighing not more than one hundred
(100) pounds per foot of Width. During the rolling all
depressions caused by settlement of rolling shall be
filled with additional soil, and the surface shall be
regraded and rolled until Oresenting a smooth and even
finish that is up to the x quired grade.
C. Applyin _Fer_ttlli�zer: Fertilizer shall be commercial
type, -b 6 cnmgolying with Florida fertilizer laws. The
first number shall represent the minimum per cent of
Nitrogen required, the second number hall represent the
minimum per cent of available Phosphoric Acid required,
and the third number shall represent the minimum per cent
of water soluble Potassium] required. Prepare loose bed
four (4) inches deep. Apply fertilizer at rate of twenty
(20) pounds per one thousand (1000) square feet. Application
shall be uniform, utilizin3 approved mechanical spreaders.
Mix fertilizer thoroughly with the soil to a depth of
three (3) inches. Band race until all bumps and depressions
are removed. Wet prepared area thoroughly.
D. Ste:
1. The Contractor shall all areas that are not
paved or planted as d sigmated on the Drawings
within the Contract Lrmdts.
C. Water: All water necessary for planting and maintenance
shall be of satisfactory quality to sustain an adequate
growth of plants and shall not contain harmful, natural
or man-made elements detrimental to plants. Water meeting
the above standard shall be obtained on the site from the
Owner, if available, and the Contractor shall be responsible
to make arrangements for its use by Bis tanks, hoses,
sprinklers, etc. If such water is not available at the
site, the Contractor shall provide such satisfactory
water from sources off the site at no additional cost to
the Owner.
D. Commercial fertilizer shall be a complete fertilizer; it
shall be uniform in composition, dry and free flawing.
This fertilizer shall be delivered to the site in the
original unopened containers, each bearing the manufacturer's
statement of analysis, and shall meet the following
requirements:
Six (6) per cent Nitrogen, six (6) per cent Phosphorous,
six (6) per cent Potassium. At least fifty (50) per cent
by weight of the Nitrogen contents of the fertilizer
shall be derived from organic materials. Fertilizer
analysis shall be modified or revised as a result of soil
tests if required by the Landscape Architect.
E. Peat Moss: Peat moss shall be of standard brand, consisting
of rt,ally deoamposed vegetable matter or natural
occurence. It shall be brown in color, clean, low in
content of mineral and woody material, mildly acid, and
may be either granulated or shredded.
F. Mulch: Mulch material shall be pine bark one-half (h) }o.
two (2) inches in size, or shredded cypress mulch, moistened
at the time of application to prevent wind displacement.
C-03. PLANT MATERIALS_V (Trees, Shrubs, Ground Cover, and Vines)
A. Plant species and size shall conform to those indicated
on the Drawings. Nomenclature shall conform to STANDARDIZED
PLANT NAMES, 1942 Edition. All nursery stock sham
aCNr CEnc0 with GRADES AND STANDARDS FOR NURSERY PLANTS
Parts I & II, latest edition pub is ed by F or1
Department of Agriculture and Consumer Services. All
plants shall be Florida Grade No. 1 or better as determined
by the Florida Division of Plant Industry, All plants
shall be freshly dug, sound, healthy, vigorous, well-
2. The sod shall be certified to meet Florida State
Plant Board Specifications, absolutely true to
varietal type, and free from weeds, fungus, insects
and disease of any kind.
3. Sod panels shall be laid tightly together so as to
make a solid sodded lawn area. Sod shall be laid
uniformly against the edges of all buildings, 9paved
and planted areas. p Immediately
followingsod laying,
the lawn areas shall be rolled with a lawn roller
customarily used for such purposes, and then thoroughly
watered immediately. If, in the opinion of the
Landscape Architect, top -dressing is necessary after
rolling to fill the voids between the sod panels and
to even out inconsistances in the sod, clean sand as
approved by the Landscape Architect shall be uniformly
spread over the entire surface of the sod and thoroughly
watered in.
E. During delivery, prior to and during the planting of the
lawn areas, the sod panels shall at all times be protected
from excessive drying and unnecessary exposure of the
roots to the sun. All sod shall be stacked during construction
and planting so as not to be damaged by sweating or
excessive heat and moisture.
F. Lawn Maintenance:
1. Within the Contract Limits, the Contractor shall
produce a dense, well established lawn. The Contractor
shall be responsible for the repair and re -sodding
of all eroded, sunken or bare spots until Certification
of Acceptability by the Landscape Architect. Repaired
sodding shall be accomplished as in the original
work.
2.. water every day for ten (10) successive days, then
water three (3) times per week (at even intervals)
for two (2) additional weeks. All watering shall be
of sufficient quantity to wet or restore water to
" depth of four (4) inches.
C-08. PLANT MATERIAL MAINTENANCE:
A. All plants and planting included under this Contract
shall be maintained by watering, cultivating, spraying,
and all other operations necessary to insure a healthy
condition by the Contractor until Certification of Acceptability
by the Landscape Architect. Maintenance after the Certification
of Acceptability shall be the responsibility of the
Owner.
branched and free of disease and insect eggs and larvae
and shall have adequate root systems. Trees for planting
in rows shall be uniform in size and shape. All materials
shall be subject to approval by the Landscape Architect.
Where any requirements are anitted from the Plant List,
the plants furnished shall be normal for the variety.
Plants shall be pruned prior to delivery only upon the
approval of the Landscape Architect.
B. Measurements: The height and/or width of trees shall be
measured from the ground or across the normal spread of
branches with the plants i•.n their normal position. This
measurement shall not include the immediate terminal
growth. Plants larger in size than those specified in the
Plant List may be used if approved by the Landscape
Architect. If the use of larger plants is approved the
ball of earth or spread of rootsshallbe increased in
proportion to the size of the plant. '
C. Inspection: Plants shall be subject to inspection and
approval at the place of growth, or upon delivery to the
site, as determined by the Landscape Architect, for
quality, size and variety; such approval shall not impair
the right of inspection and rejection at the site during
progress of the work or after completion for size and
condition of balls or mots, latent defects or injuries.
Rejected plants shall be removed imnediately from the
site. Notice requesting inspection shall be submitted in
writing by the Contractor at least one (1) week prior to
anticipated date.
D. Digging and Handling:
1. . Protect roots or balls of plants at all times from
sun and drying winds, water and freezing, as necessary
until planting.
2. Balled and burlapped plants (B&B) shall be dug with
firm, natural balls of soil of sufficient size to
encompass the fibrous and feeding mots of the
plants. No plants moved with a ball shall be planted
if the ball is cracked or broken. Plants balled and
burlapped or container grown shall not be handled by
stems.
3. Plants marked "BR" in the Plant List 8ha11 be dug
with bare roots. The roots shall not be cut within
the minimum spread specified in the Plant List.
Care shall be exercised that the roots do not dry
out in moving and prior to planting.
4. Protection of Palms (if applicable).
Only a minimum of frondsshall be removed from the
crown of the palms trees to facilitate moving and
handling. Clear trunk (C.T.) shall be as specified
after the minimum of fronds have been removed.
Coconut palms shall be "hard" trees grown in marl or
sand. Cabbage Palm buds shall be tied with a burlap
strip to be left in place until the tree is well
established in its new location. All palms shall be
triple braced and staked with new, clean lumber,
minimum six. (6) feet in length to resist tree displacement.
E. Collected Stock: When the use of collected stock is
permitted as indicated on the Plant List and Schedule,
the minimum sizes of balls shall be equal to that specified
for the next larger size of nursery groom stock of the
same variety.
Plants collected from wild or native stands, shall be
considered nursery grown when they have been successfully
re-established in the nursery row and grown under regular
nursery cultural practices for a minimum of two (2)
growing seasons and have attained adequate root and top
growth to indicate full recovery from transplanting into
the nursery row.
F. Container Grown Stock:
1. All container grown material shall be healthy,
vigorous, well -rooted plants and established in the
container in which they are sold. The plants shall.
have tops which are of good quality and are in a
healthy growing condition.
2. An established container grown plant shall be transplanted
.into a container and grown in that container sufficiently
long for the new fibrous mots to have developed so
that the root mass will retain its shape and hold
together when removed from the container.
3. Plants root bound in containers shall not be acceptable.
4. Dwarf and light growing varieties may be one (1) or
two (2) sizes smaller than standard for agiven size
container.
G. Materials List: Quantities necessary to complete the
work on the Drawings shall be furnished. Quantity estimates
have been made carefully, but the Landscape Architect
assumes no liability for omissions or errors. All dimensions
shall be the minimum acceptable size. Should a discrepancy
occur between the bidders take off and the plant list
quantity, the Landscape Architect shall be notified for
clarification prior to the submission of bids.
C-09. GUARANTEE:
A. The life and satisfactory condition of all plant material
planted shall be guaranteed by the Contractor for a
minimum of six (6) months, and begins at the fire
of Certification of Acceptability by the Landscape Architect.
B. Sod shall be guaranteed for two (2) months dating from
the date of
planting.
C. Replacement: Any plant not found in a healthy growing
condition, as determined by the Landscape Architect,
during the stipulated plant warranty period shall be
removed from the site and immediately replaced (weather permitting).
D. Materials and Operations: All replacements shall be
plants of the same kind and size as specified in the
Plant List. They shall be furnished planted and mulched
as specified under "Planting", at no additional cost to
the Owner.
C-10. FINAL INSPECTION AND ACCEPTANCE OF WORK
A. Final inspection at the end of the guarantee period shall.
be on planting, construction and all other incidental
work pertaining to this Contract. Any replacement at
this time shall be subject to the same six month
guarantee (or as specified by the Landscape Architect in
writing) beginning with the time of replacement and
ending with the sane inspection and acceptance herein
described.
C-11. PLANTING DETAILS: Included as Required.
GENERAL CONDITIONS
a
C-04. FINE GRADING
A.
Fine grading under this Contract shall consist of final
finished grading of lawn and planting areas that have
been rough graded by others. For purposes of preparing a
Bid for work under this Contract, this Contractor shall
consider the rough grade has been left within two (2)
inches plus or minus of finished grade.
B.
This Contractor shall fine grade the lawn and planting
areas to bring the rough grade up to final finished grade
allowing for thickness of sod and/or mulch depth. This
Contractor shall fine grade by hand and/or with all
equipment necessary including a grading tractor with
front- end loader for transporting soil within the site.
C-05. PLANTING PROCEDURES
A.
Clearing up before commencing work: The Contractor shall
clean up work and surrounding areas of all rubbish or
objectionable matter. All mortar, cement and toxic
material shall be removed from the surface of all plant
beds. These materials shall not be mixed with the soil.
Extensive work will not be required under this Contract.
should the Contractor find such soil conditions beneath
the soil which will in any way adversely affect the plant
growth, he shall imnsdiately call it to the attention of
the landscape Architect. Failure to do so before planting
shall make the corrective measures the responsibility of 9
the Contractor.
B.
Obstructions Below Ground: If underground construction,
utilities or obstructions are encountered during the
excavation of planting areas or pits, other locations for
the plant material shall be selected by the Landscape
Architect. Such changes in location shall be made by the
Contractor without additional compensation.
C.
Stake tree or plant locations and secure approval of
�troa; from the Landscape Architect before digging
pits, making necessary adjustments. Locate no tree
closer than two (2) feet from pavemnt or structures.
Large areas or beds shall be scaled and the plants spaced
evenly.
D.
Soil mixture shall .consist of 1/3 peat mess and 2/3
existing soil and lh pounds fertilizer per inch of tree
.
caliper or 10 pounds per cubic yard or 7h oz. per bushel;
for shrubs, h lb. per foot of height. (See C-02/D Commercial
Fertilizer)
n-0 Required Approvals are based on the standards of quality
established in the Plans and Specifications. The
ctor is no to sub. ontra t substitute materials,
C a eruals, equipment, or
methods unless the substitution has been approved IN
WRITING by the Landscape Architect. Where the phrase "or
equal" occurs in the Contract Documents, do not assume that
materials, equipment, or methods will be approved as equal
unless the item has been specifically approved for this
work by the Landscape Architect.
t J I I I 3A
Ite;Jcui�CAr_
CM I 12L 000 t J 12
Urban and Development Planning
Landscape Architecture
Site Graphics
1940 10th Avenue
Suite B
Vero Beach, Florida 32960
407.778.3300
a
Job Number
Checked By DLR
Date
Revisions
Sheet
Note: This sheet is to be considered
with all other plans and
specifications issued for this job. S eeification
©1990 Urban Resource Group
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WHEN REQUIRED
BY CODE.MAX.7"
STEP OR 1-12
RAMP TO GRADE
OUTSIDE DOOR.
DISP. 03
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6" X 80" FLOOR OPENING
FOR ELECTRICAL CONDUITS — —
EXPANSION JOINT AT BLDG.
LOCK BOX WELDED TO GUARD POST
AS HIGH AS POSSIBLE.
(BOX FURNISHED BY CHEVRON)
27'_31h:,
DISP. 04
LAYOUT FOR 38'X 118' CANOPY W/IM-3
_EFT SIDE 0 IM-3
SCALES 1/8"
CONCRETE APRON AS REQUIRED TO COMPENSATE
FOR GRADE ELEVATION CHANGES BEYOND DRIVEWAY
SLAB. RAISED CONCRETE CURBS OR PLANTERS MAY
BE INSTALLED AS OPTIONAL BUILDING PROTECTION.
------ - ---
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Al FREEWAY LOCATIONS, EXTEND DRIVE SLAB
1 10 FEET FOR RADIATOR BOIL -OVER.
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WHEN DIESEL FUEL IS TO BE PROVIDED
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MGD IN THIS POSITION AT DISPENSERS
•1 AND 06•
EXPANSION JOINT AROUND DISPENSER BOXES
AND ALL COLUMNS.
FOR HANDICAPPED ACCESS (FRONT APPROACH)
PROVIDE 5'-0" X 5'-0" "LEVEL" AREA WITH
MAX. SLOPE OF 1120 AT ONE OR BOTH BUILDING
ENTRANCES (A.N.S.I. A117.1 STANDARD)
6" CONCRETE DRIVE SLAB REINFORCING:
6" X 6" •10/10 W.W.M.
1/2" WATER BIB (IF SPECIFIED BY DIVISION
ENGINEER) (TYPICAL FOR 2) TO CLEAR COL. WRAP.
SHEET METAL COLUMN WRAP (BY OTHERS)
4" 0 SCHED. 40; PVC OR CAST IRON 0 CANOPY
DOWNSPOUT (TYPICAL FOR 6). CONNECT TO STORM
SEWERS IF AVAILABLE.
OPTIONAL EGRESS
WHEN REQUIRED
BY CODE. MAX.7"
STEP OR Lt2
RAMP TO GRADE
NCRETE APRON AS REQUIRED TO COMPENSATE
R GRADE ELEVATION CHANGES BEYOND DRIVEWAY`
nB.RAISED CONCRETE CURBS OR PLANTERS MAY
INSTALLED AS OPTIONAL BUILDING PROTECTION.
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NOTE:
AT FREEWAY LOCATIONS, EXTEND DRIVE SLAB
10 FEET FOR RADIATOR BOIL -OVER.
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DISP. 03
EXPANSION JOINT MOUND DISPENSER BOXES
AND ALL COLUMNS.
FOR HANDICAPPED ACCESS (FRONT APPROACH)
PROVIDE 5'-0" X 5'-0" "LEVEL" AREA WITH
MAX. SLOPS OF 1:20 AT ONE OR BOTH BUILDING
ENTRANCES (A.N.S.I. A117.1 STANDARD)
6" CONCRETE DRIVE SLAB REINFORCING:
6" X 6" •10/10 W.W.M.
1/2" WATER BIB (IF SPECIFIED BY DIVISION
ENGINEER) (TYPICAL FOR 21 TO CLEAR COL. WRAP.
SHEET METAL COLUMN WRAP (BY OTHERS)
4" 0 SCHED. 40, PVC OR CAST IRON 0 CANOPY
DOWNSPOUT (TYPICAL FOR 4), CONNECT TO STORM
SEWERS IF AVAILABLE.
CONCRETE PLAN & DISPENSER LAYOUT FOR 68'X 92' CANOPY W/IM-3
SCALE: 1/8" • r-0"
SPECIAL NOTE: THIS 68' X 92' LAYOUT IS NOT AN APPROVED
STANDARD AND ITS USE MUST BE ENDORSED
BY PROPERTY & FACILITIES AT HEADQUARTERS.
SPECIAL NOTE- CENTERLINES OF ALL DISPENSERS AND COLUMNS
MUST BE HELD TRUE SO ALL THE HA-LMARK-21
ELEMENTS, PARTICULARLY THE SPANNERS,
LINE UP PROPERLY.
REF DWG: H002-001
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CANOPY
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REFERENCE DRAWINGS:
H105-AI3-0 CANOPY FABRICATION DETAILS
GENERAL NOTES:
1. THIS CANOPY IS CONSTRUCTED OF
LIGHT-GUUGE PRE -FINISHED
STEEL PANELS AND PRIMED
STRUCTURAL STEEL SECTIONS.
2. CANOPY FIXTURE LOCATIONS
MAY BE ADJUSTED TO CENTER
THE CUT-OUTS IN THE DECK PANEL.
3, LEFT HAND LAYOUT WOULD HAVE 4 MPD'S
ON LEFT SIDE OF IM-3
REFLECTED CEILING PLAN
SC ALL,a I' 0'
SCOPE OF WORK
FABRICATION AND ERECTION OF CANOPY IS BY STEEL FABRICATOR
AND INCLUDES:
- PRIMED COLUMNS 6 STRUCTURAL STEEL
- PREFNISHED STEEL PANELS EXCEPT COLUMN CLADDING
- CUT-OUTS FOR CANOPY LIGHTS
- CONDUITS INSIDE COLUMNS AS SHOWN ON DWG. H105-AI3
- FOOTING DESIGN W/ANCHOR BOLT TEMPLATES.
OTHER TRADES/SUPPLIERS AS DEFINED ELSEWHERE WILL PROVIDE
THE FOLLOWING
- "EYEBROW" TAPE FILM OVERLAY, DECALS, FINISH PANT ON COLUMNS
- SPANNER SIGNS, CHEVRON LOGOS, CHEVRON WORDMARkS, P O.S. SIGNS
- CANOPY LIGHTS, INTERCOM SYSTEM
- COLUMN CLADDING. ISLAND VALET, DISPENSERS
- FOOTINCS, ANCHOR BOLTS, GROUTING
F PLACARD MOUNTED
'Q INTERNALLY ILLUMINATED
HALLMARK (BY OTHERS)
lOGO LINES UP WITH
BOTTOM OF WORDMARK
EQ. EQ.
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SERVICE —
UNIT
(BY OTHERS)
NOTE:
V
THE REFERENCE LINE FOR HALLMARK-21 FACILITIES
WILL BE THE BASE OF THE MPD DISPENSER FRAME,
AN ADJUSTABLE BASE TRIM PANEL WILL ACCOMODATE
FINISH GRADE VARIATIONS OF • 3 1/2".
IT IS CRITICAL TO THE IMAGE THAT A ROW OF
DISPENSERS BE KEPT AT THE SAME ELEVATION.
IF GRADES WILL PERMIT, IT IS DESIREABLE FOR ALL
DISPENSERS UNDER THE CANOPY TO BE AT THE
SAME ELEVATION. F THIS IS NOT POSSIBLE, THEN THE
FIELD MUST SPECIFY THE ELEVATION OF EACH ROW
OF DISPENSERS PRIOR TO ORDERING THE CANOPY SO
THE CANOPY COLUMNS CAN BE PROPERLY FABRICATED.
n
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-UPPER PORTION OF COLUMN
DARK GRAY (GY-210)
INTERNALLY ILLUMINATED SPANNER -
LIGHTS-WHTE (WH-835)(BY OTHERS)
INTERCOM SPEAKER AND CALL
BUTTON (TYPICAL 4 PLACES)
COLUMN WRAP (BY OTHERS)
WHITE (WH-835)
P.O.S. SIGN (NON ILLUMINATED)
(BY OTHERS)
38'-0" ELEVATION
SCA-U/4"-T-0"
PRE -FINISHED OFF-WHITE
(WH-740)
6
WORMATION PANELr
BLUE (BL-370)
PO SIGN FRAME,
D GRAY (OY-210)
STAIN(ESS STEEL
WASTE DOOR
DARK GRAY (GY-210)
INCLUDES+
SERVICE UHT
AND DISPENSER
WHITE (WH-835)
BASE%DARK GRAY (GY-210)
REFERENCE LINE (SEE NOTE)
ERLAY
IC
JRMS
Chevron 38' X 118' HALLMARK 21 CANOPY
Chevron U.S.A InC. ELEVATIONS, REFLECTED CEILING PLAN
Retal,Brond Services, San Francisco
REVISIONS
SCALE AS NOTED
DR. TWL/CAS CH.
�7
C
LNJ
0`
DATE:03/15/90
APP. Q
I
O
I _
nn-2
i
a
0
Prefinished metal
fascia panels BL-370
M
Canopy Ceiling, WH-835
19 Recessed H.I.D. Lights
Prefinished metal Decal Lettering
Foscia, BL-370 WH-835
Aluminum Entrance &
Glass Stops, GY-210
Side Elevation
Decal Lettering
RE-360
24hr.
Metal fascia, WH-740
Front Elevation Jk
ray & White
ecallnline trim
Internally Illuminated Wordmark
Faces WH-835, Cabinet BL-370
Steel tube column,
Pointed GY-210
Internally Illuminated
Hallmark I.D. Sign
Cabinet WH-740
Illuminated
Se f Mode of Service
Letters, GY-210
Side Elev. DD
Metal fascia. WH-740
White Column
Cladding, WH-835
a
Spanner
IN
Guard Posts, WH-835 L Point -of -sole sign cabinet Multi -Grade Dispensers
Reflective diag. stripes Non -illuminated 3'x3' Stainless Steel trim
Side Elevation 0
Metal fascia, WH-740
Wall, WH-740
Non -Public Access doors
Match adjacent bldg. colors
Rear Elevation
Utility
Sales
Front Elev. ZA\
Key Plan
Internally Illuminated Spanner
Cabinet & Faces WH-835
Instruction panel BL-370
Valet windshield
service, waste
Side Elev.
Prefinish Sheetmetal
Color Legend
Red RE -360
Blue BL -370
Dk.Gray GY -210
Gray GY -450
FOff White WH -740
White WH -835
Chevron 20'-5"x 46'-10'' ISLAND MARKETER
Chevron U.S.A. Inc.
R,�(oil Brand Services, San Francisco
PAINTED METAL WALLS
REVISIONS
O
\ SCALE:I/q"=1'-0: DATE:01/31/90 Q
DR. TWL CH. APP.H 130 _,A.W_Y-3
ry
k
a)
CD
m
0
m
CD
N
P
0
0
O
O
O
') 1
E87 (SIM.) _ B
PLANTING I 16'-10 1/2' __ 16'-10 1/2'
AREA 3
PLAN
SCALE: 1/4' = 1'-0'
0.1
4
V
I�
II
II
II
II
II
I II
� 1
�1
I I i I i
_ I -
34'-6' CAR WASH BUILDING
FRONT ELEVATION (REAR ELEVATION SIMILAR)
SCALE: 1/4' = 1'-0"
NOTE: DIVISIONS WILL HAVE THE OPTION TO ORDER CHI d CW2 WITH EITHE
TWO SIDE FASCIAS OR TWO END FASCIAS IN BLUE. ORIENTATION OF THE
BUILDING' ON THE SITE SHALL DETERMINE. PREFERENCE MUST BE NOTED ON
BUILDING: ORDER FORM. SEE i2E`CAx_516H CiV10E }VAµ.NwR�t 2� IMA4E
— 9" GREY/WHITE TAPE
FILM BY GRAPHICS INSTALLER
--LONG FASCIA
BLUE tBL-3701
(SEE NOTE. THIS SHEET)
—3-0 PVC ROOF DRAIN THROUGH
REAR WALL, GEN. CONTRACTOR
TO FURNISH d INSTALL CONC.
SPLASHBLOCKS AS REQUIRED.
-- OFF-WHITE
(WH-740)
ACCENTED REVEAL AT
COLOR CHANGE. FABRICATC
TO SUBMIT DESIGN PROPOS
FOR APPROVAL
o LIGHT GREY
(GY-450)
O
DARK GREY (GY-210)
to
•r; i
Mad• �•
OVERHEAD --�� CC('R pvr) copMc
DOOR FACE: � 6rltr 64`E�,
ALUM tjUM 22'-3- CAR WASH BUILDING
EXIT ELEVATION
BUILDING SECTION
ALE: 1/4- = 1'-0-
ROOM FINISH SCHEDULE
ROOM
FLOOR
BASE
WALLS
CEILING
REMARKS
UTILITY
CONC.
NONE
PRE -FINISHED METAL
PRE -FINISHED METAL
STORAGE
CONC.
NONE
PRE -FINISH METAL
PRE -FINISHED METAL
WASH e A Y
CONC.
NONE
PRE -FINISHED METAL
PRE -FINISHED METAL
FINISH PAINTING OF WALLS d CEILING BY
GEN. CONTR. SEE SPECIFICATIONS. THIS SHEET
n,
r.
� aFEN � Y�A.LF
}K
�s(✓��k
K .
� t
YY
ti �� 9j
s
a'J �12
Sj
T
�
E
Y
1.0
PAINTING:
GENERAL NOTES:
4.01
SCOPE: GENERAL CONTRACTOR SHALL
1.
CHEVRON WILL FURNISH AND INSTALL THE PRE-ENGINEERED CAR WASH
FURNISH ALL LABOR AND EQUIPMENT
BUILDING THROUGH A BUILDING SUPPLIER (B.S.) ALL ITEMS NOT LISTED
,
TO PRINT ALL INTERIOR SURFACES
AS "BY BUILDING SUPPLIER".FOR THE CAR WASH ARE THE RESPONSIBILIT
�.
OF THE HASH BAY. ALL WORK TO BE
OF THE GENERAL CONTRACTOR (G.C.).
DONE IN ACCORDANCE WITH BEST
PRACTICE AND WORKMANSHIP AND
2.
THE BUILDING SUPPLIER WILL FABRICATE AND ERECT THE CAR WASH
zb'
SATISFACTION OF CHEVRON.
PER APPROVED PLANS AND SPECIFICATIONS.
4.02
GENERAL:
3.
CHEVRON WILL FURNISH A GENERAL ARRANGEMENT tSITE) PLAN FOR
ALL WORK SHALL RECEIVE A FULL A
EACH SITE SHOWING SLAB ELEVATIONS AND CURB HEIGHTS.
-
PRIME AND 2 FINISH COATS.'
BEFORE ,APPLICATION OF ANY PAINT.
4.
THE BUILDING SUPPLIER WILL FURNISH THE CHEVRON FIELD ENGINEER
ALL SURFACES SHALL BE THOROUGHLY
WITH AN ANCHOR BOLT SETTING PLAN AND SLAB DETAIL DRAWING FOR
CLEANED. NO PRINT SHALL BE
EACH SITE.
APPLIED IN WET, FOGGY HEATHER,
OR HHEN TEMPERATURE IS BELOW
S.
THE GENERAL CONTRACTOR WILL FURNISH AND SETALL .ANCHOR BOLTS
40 F. PRIMER NOT REQUIRED ON
FOR THE BUILDING FRAME. THE ANCHOR BOLTS WILL BE IS' X 5/8-
MATERIALS DELIVERED TO JOB SITE
DIA. WITH 3- HOOK AND 3- THREAD.THE BOLT THREADS SHALL EXTEND
SHOP -COATED.
3' ABOVE BOTTOM OF COLUMN BASE GROUT POCKET. EACH ANCHOR BOLT
WILL BE FURNISHED WITH TWO NUTS.
4.03
SPRAY APPLIED COATIND.OF FACTORY
PRE -FINISHED METAL SHALL CONSIST
6.
THE G.C. WILL FURNISH AND PLACE GROUT IN THE COLUMN BASE
OF THE FOLLOHING MATERIALS:
POCKETS AFTER THE WALLS ARE ERECTED. THE GROUT MUST BE FINISHED
1. PRIMER - DUPONT 2SP-HS CORLAR
FLUSH WITH THE SLAB AND CURB.
HIGH SOLID EPDXY (711). DRY
FILM THICKNESS S.0 MILS
7.
ALL PRE -FINISHED STEEL WILL BE COIL -COATED GALVANIZED STEEL
(RED OXIDE) SIGMA 45V 4 5463-Z174 1
WITH TWO COATS OF POLYESTER ENAMEL PAINT. BAKED ON. WITH A
2. INTERMEDIATE- DUPONT 2SP-HS
PROTECTIVE REMOVRBLE COATING. THE TOTAL THICKNESS OF THE
CORLAR HIGH SOLIDS EPDXY 160001
POLYESTER 'ENAMEL WILL BE ONE 11) MIL. THERE SHALL BE NO OILY
- DRY FILM THICKNESS 5.0 MILS
RESIDUE ON THE SURFACE OF THE METAL, ESPECIALLY INSIDE THE
(BUFF). R S 52.4 1`,
WASH TUNNEL (WHICH WILL BE PRINTED BY G.C. AFTER ERECTION).
—"
3. FINISH - DUPONT 326 IMRON
POLYURETHANE ENAMEL 326Y 67684
B.
THE LIST OF ITEMS FOR THE CAR WASH TO BE FURNISHED AND INSTALLED
(CHEVRON OFF-WHITE 740 S) OR
BY THE BUILDING SUPPLIER WILL INCLUDE: STEEL FRAMING. AND
333-67684 OFF WHITE FOR V.D.C.
FASCIA WITH TRIM. ROOF FRAMING, DECKING, TURBINE VENT, FLASHING.
CONFORMATION. DRY FILM
DRAINAGE d ALL DOORS*, AND FINISH PAINTING OF STEEL FRAME. AMONG
THICKNESS 2.0 MILS.SKir+AWK * 5 5 ZA-
(%
THE ITEMS SPECIFICALLY NOT FURNISHED BY THE BUILDING SUPPLIER
ARE: ANCHOR BOLTS AND NUTSi GROUTi AND CONCRETE WORK] ANY
4.04
NCS.I d 2 ABOVE MAY BE APPLIED BY
ELECTRICAL PLUMBING, OR OTHER MECHANICAL WORKi ANY SIGNAGE• OR
ml
BRUSH OR ROLLER IN MULTIPLE COATS
ANY CAR HASH EQUIPMENT.
UNTIL DESIRED FILM THICKNESS IS
■ NOTE: THE OVERHEAD DOORS MAY BE DELETED WHEN THE BUILDING IS
1
ACHIEVED.
ORDERED.
�.
v�
4.05
SURFACE PREPARATION:
9.
CHEVRON TO PAINT INTERIOR OF CAR WASH UPON COMPLETION OF
SSPC-SP 2-82 HAND TOOL CLEANING
ERECTION BY BUILDING SUPPLIER.
AND/OR SSPC-SP 3-92 POWER TOOL
Q
CLEANING.
10.
ALL STRUCTURAL STEEL SHALL BE PREPARED AND PAINTED PER CHEVRON
i
SPECIFICATIONS. ANY STRUCTURAL METAL EXPOSED OR IN WALL OF CAR
4.06
EXCEPT FOR ABOVE. OTHER PROVISIONS
HASH TUNNEL WILL BE EITHER HOT -DIPPED GALVANIZED. ALUMINUM
OF CHEVRON CONSTRUCTION
OR STAINLESS STEEL.
SPECIFICATIONS, M.O.S.-243 SHALL
o
RPPLY.
cn
rs
Le_e
r—
�l
2EF. ow&5 : el -HQ -544 'fa _r;"
'�/llrfe 61- HtQ -a714 IS " VO1S:7"
O
Q
2
REFERENCE DHGS. FOR CH-1 (METAL)
1. FOUNDATION DESIGN IS PROVIDED BY BUILDING SUPPLIER.
FOR RELATED WALKS, CURBS. RECLAIM TANKS. REFER T0:
UUr 150-Fol , s�z o2 Fo3
F NUAIIUN PLAN 6 SECTIONS
2. FOR RYKO CAR WASH SYSTEM.
1415O-Y7O1 , PLUMBING DHG .
HtSo-Eoi elOZ o2Ep3
ELECTRICAL OWb.
3. FOR NU -STAR CAR WASH SYSTEM.
Ri5o LTOz. PLUMBING OWG.
F+150- eno" E05 00- eoro
ELECTRICAL UNG.
Chwron
CW-1H METAL CAR WASH BUILDING
BLDG. PLAN. ELEVATIONS & SECTIONS
Chevron U.S.A. InC.
rn
Retail Brand Services San Francisco
di
ul
C7
REVISIDNS
AS NOTED DRTE:8/19/88
co
R�vlSr� Fq,rrn^/G-, OtuTevgep RENCEToSCALE:
Dt.Y6•W4. R( (1XEO HE�wT OF Ala..) A1r�6ts
'
sEt
DR. HGG CH. APP.
405(0 RWfW65• iI9
TiM 4
4. FOR PA1NTrN; AND LETTERING STANDARDS: Q
S
x
3.
nA,x
^.' 4 .ry
4" � .I ,
.yes ✓
r
III
i
I
,
I
-
i
I
,.,- 1. ...
-
-.
...
....
LL
O
Z_
III
O
- 6" (MIN
M .)
)
_ I.
4' 6' (MIN.
( )
~
Z
LJ
THICKENED SLAB
THICKENED SLAB
>I
>
J I
I
MANHOLE
W
O
Z
0
tZ
Q
>
a
I (2) TANK SLAB SECTION
V
C
Al
MARK TANK SIZE IN
NUMBERS k LETTERS
IMPRESSED IN CONC.
3' HIGH k 1/4" DEEP
e EACH TANK FILL
BOX.
("I-) SLAB AND REINFORCING PLAN
SCALE: 1/2"=1'-O"
18" 0 MANHOLE
m
46"
TYP.
V-10"
TYP.
MANHOLE
SCALE: 1/4"=1'-0"
CLEAR (TYPICAL)
BAR ® 18" O.C.
,H WAY.
0 MANHOLE 11
EXTRA FULL LENGTH
BAR TO COMPENSATE
FOR INTERRUPTED BAR
(TYPICAL)
2-#6 BARS, 9'-0" LG.
EA. SIDE OF MANHOLE
2-#6 BARS, EA. SIDE
OF MANHOLE
—2'-0" MIN. (TYPICAL)
0
EQUIPMENT DESCRIPTION1 PART NO.
EOUIlPMENT ITEM SUPPLED BY CONTRACTOR
OTOP
SEAL CAP
OPW-634--TT-4
TOP SEAL ADAPTOR (BRONZE)
OPW-633-T-8076
2
PRODUCT TAG HOLDER
OPW-107-4"
3O
12" DIA. LIQUID TIGHT FILL BOX
EMCO-WHEATON
A1003 i� 1
OPW
OPW1 W/ CAST IRON LID
OVAPOR
RECOVERY CAP
OPW-1711-T-3
VAPOR RECOVERY ADAPTOR
OPW-1611-AV
O
12" DIA. MANHOLE
OPW-104-A (STANDARD LID)
VENT VALVE ASSEMBLY
OPW-233-VM EXTR. FTG.
90% RESTRICTION
OPW-53-VML-180 FLOAT VENT V
OFLEXIBLE
CONNECTOR -TURBINE,
VAPOR, VENT
11
TITEFLEX
2"X24" MALE BY FEMALE
"SOILSAFE 20"
MODEL 111393-32-0240
2"X24" MALE BY FEMALE
TELEFLEX
MODEL 60-10482
BO
FLEXIBLE CONNECTOR -DISPENSER
TITEFLEX
1-1/20X24" SWIVEL MALE BY
"SOILSAFE 20"
FEMALE MODEL 111450-24-0'.
1-1/2"X24" SWIVEL MALE BY
TELEFLEX
FEMALE MODEL 60-10481
O9
FLEXIBLE CONNECTOR
ISOLATION BOOT
L
(USE W/ TELEFLEX)
10
12" DIA. MANHOLE
11
36" DIA. MANHOLE
12
18" DIA. MANHOLE
13
MONITOR BOX
14
LOCKING MONITOR WELL CAP
15
CONTAINMENT SUMP
TOTAL CONTAINMENT
SR
111-466-1-0240
60-10523-0240
-104-AC (SECURED LID)
236R
104-MW
D-WHEATON A721
WHEATON A720
1/777 7--T7-/-7; 7A
66) 14" ALUMINUM FILL TUBE IOPW-61-T I
PRODUCT TAGS
TAG-41
BO
MONITOR TAG
TAG-62
CO
FRP TAG
TAG-40
OD
TANKS
DOUBLE WALL
XERXEERXE GALLON
SFIBERGLASS
O/C -FIBERGLASS
O
ANNULAR SPACE MONITOR
CONTROL BOX
fpi/RONAN X768
F
CONTAINMENT SUMP PROBE
API/RONAN LS-3
GO
ANNULAR SPACE PROBE
API/RONAN LS-7
O
TURBINE PUMP
RED JACKET 1 1-1 H.P. F
/ 2 H.P.
Oj
PISTON LEAK DETECTOR
RED JACKET 1166-030
O
0
5 BILL OF MATERIALS
Chevron M-L OF MATERIALS, TANK SLAB PLAN,
Chevron USA. Inc. SECTION AND DETALS,
Retail Branded Services San Rmdsm G "0 C" FIBERGLASS
EQ'D
1
12,000 AL. / p
-- ---
REVISIONS DOUBLE —WALL TANK pj
I
SCALE: AS SHOWN DATE:10/16/89 0
P
i
-- -- DR. CH. A P.
O
r
O
F _
mPf 4 5 dm�hn+r
9
2' 0 GAL%
PIPE, PRIM
WRAPPED
2' 0 GALS
THREADED
FEMALE
COUPLING
CONCRETE
COLLAR-F
W/ YARD
SURFACE
2' 0 GALV.
2' FRP NP1
BELL k MALE.
0•
I I OVERALL DIMENSION —
DETERMINED BY NUMBER
OF RISERS AND/OR
LOCAL CODE.
1/4' BEVEL BUTT —
WELD -SMOOTH.
4' 41 TUBE FRAME—
2' 0 SCH. 40 PIPES -
(PRIMED AND
WRAPPED BELOW
GRADE)
PIPE COUPLING (TYP.)
CONC. COLLAR
12' 0 CONCRETE
FOOTING, SLOPE
AT TOP (TYP.)
1-1/2" INLET-(3) ,
1/2" CONDUIT (SPEAKER OPTIONAL)
11/16- DIA. HOLES-(4)
THIS VAPOR LINE OMITTED ON
SINGLE SIDED DISPENSERS
—1 N.P.T. ; \ 3/4" X 1-1/2" SLOT, (B)
(WITH OPTIONAL 47271— 1" CONDUIT
VAPOR RECOVERY MANIFOLD ONLY)
OMULTI -GRADE DISPENSER BASE
( F Armic'N E ) SCALE: 1-1/2"-1'-O" /
VENT RISERS,
SEE SITE PLAN FOR ACTUAL LOCATION.
INSTALL MAXIMUM SLOPE FROM TANK
UP TO VENT RISER. (MIN. SLOPE 1/4"/FT.).
�71�il�1 N.T.S.
�- 2' PRESSURE RELIEF VALVES IN
ACCORDANCE WITH FEDERAL, STATE,
AND LOCAL CODES.
ASTEN VENT
RISERS SECURELY
TO FRAME WITH
i2
PRE —FORMED
H
UNISTRUT BRACKETS.
DO NOT LOCATE VENT RISERS WITHIN:
• BUILDING OR BUILDING COLUMNS
•
r
• 3'-0' OF NEON ELECTRODES OR
JUNCTION BOX
• V-0' OF ELECTROUERS OR
ELECTRIC SIGNS
• 25'-0' OF EVAPORATOR COOLERS
OR HEATING FLUES
• 25'-0' OF AREAS FREQUENTLY
OCCUPIED BY THE PUBLIC, SUCH
AS PHONE BOOTHS. AIR/WATER
REELS, BUS STOPS, ETC.
2" 0 V.R.
3" 0 V.R.
2" 0 VENT LINES.
SLOPE 1/4" PER FOOT
MINIMUM DOWN TO TANKS.
3' 0 V.R.
SLOPE VAPOR RETURN LINE
1/4' PER FT. MIN. DOWN T03
REGULAR TANK.
0
miOl�
SUPREME
3" 0 V.R.
WELL„ SEE C)
H07O— T05
H070—TO@
O1 UNC
PIPING RUNS TO BE
LOCATED OUTBOARD
OF PUMP BLOCKS
(EXCEPT AS NOTED)
0
w6f) ,
INSIDE LOCATION OF
PUMP BLOCKS
RESERVED FOR U.G.
CONDUIT.
--��
MI M
i
UkizcD
2' 0 V.R
TANK
RISERQISOLATION :OOT
40 FRP BELL X
• •COUPLING.
45' ELBOW
CONNECTOR O • • 3
EXTRACTORI
FRP
O PHASE II VAPOR LINE CONNECTIONS
(PLUS UNLEADED AND SUPREME UNLEADED)
i
r
,
/ 1
MIN. RAD.
4 1 /2" /
UI y�A�EU
PIPING ISOMETRIC NO SCALE
—�" RISER
OISOLATION BOOT
0 V.R.
UMIA
2" 0 PRODUCT LINES.
SLOPE 1/4" PER FOOT (MIN.)
FROM DISPENSERS TO TANK.
SEE SITE PLAN FOR
EXACT LOCATION OF
STORAGE TANKS.
2- SCH. 40 FRP BELL X
THREADED MALE COUPLING.
SLOPE DOWN TO TANK
1/4" PER FT. MIN.
2" 0 FRP 90' ELBOW
Mum
__X CONNECTOR O 0 FRP
EXTRACTOR FITTING
(6) PHASE II VAPOR LINE CONNECTION
(UNLEADED)
Y
0
NOTE:
FIBERGLASS SUMP
SHOWN IN SECTION
FOR CLARITY.
UNION (FURNISHED BY
DISPENSER MANF)
17 SHEAR VALVE 1—`1/2"0 PIPE RISER
(SHEAR SECTION FLUSH
WITH TOP OF CONC.)
TOP OF PUMP
PRODUCT TAG BLOCK (OR DRIVE
STABILIZER BAR SLAB —SEE PLANS)
EMBEDDED IN CONC,
6 PREFFERED
I
4" MINIMUM " d
8" MAXIMUM
OD • i' '. . 7q • a
MIN. RAD. ,
4 1 /2"
� FLEXIBLE '
CONNECTOR. MALE
SWIVEL BY FEMALE.
I
O9 ISOLATION 1300T
CLAMPED AT BOTH
4" 4'
ENDS.
2" FRP ELL
2' FRP BELL Ac
4
2" FRP
THREADED MALE
PRODUCT
COUPLING.l`
SHEAR
UNION FURN. BY
I
1 1/2" X 1' REDUCING RING.
DISP. MANUF.
BUSHING
1" 0 PIPE
(CAP OFF FOR
RISER.
.8
FUTURE USE)
MIN. RAD.
i
4 1 /2-
d�.
O
1-1/2"0 X 24'
FLEXIBLE
2' FRP BELL & THREADE
CONNECTOR. MA L E
SWIVEL BY FEMALE.
�
'A
;,
MALE COUPLING.
s1
9
ISOLATION BOOT
"
VAPOR RECOVERY
CLAMPED AT BOTH
ENDS.
44 DISPENSER PIPING
SCALE:
3/4"-1'-0"
2" FRP PIPE
2" FRP TEE
2" FRP NIPF
2' FRP 45'
SLOPE PIPING
DOWN TOWARD U.G.
STORAGE TANKS
1 /4" PER FT. MIN.
NOTE:
ALL CROSS OVER PIPING
TO BE MADE NTH TEE,
(OR 90• ELL) SHORT NIPPLE
AND 45' ELL.
O5 PIPING CROSSOVER NO SCALE 4
NOTES: '
1. PIPING PLAN AND SECTION ARE SHOWN WITH COMPOSITE STEEL TANKS. PIPING FOR FIBERGLASS TANK INSTALLATION
IS SIMILAR. SEE PLANS FOR SPECIFIC TYPE OF TANK INSTALLATION AT THIS LOCATION.
2. PIPING PLAN SHOWS TYPICAL PIPING FOR MULTI —PRODUCT DISPENSERS.
SEE PLANS FOR SPECIFIC TYPE OF DISPENSERS TO BE USED AT THIS LOCATION.
3. O SYMBOL INDICATES ITEM SPECIFIED ON THE BILL OF MATERIALS, SEE SHEET H070—COl FOR
COMPOSITE TANKS AND SHEET H070—CO2 FOR FRP TANKS.
Ckevron TANK AND PIPM ISOMAE FOC & DETAILS
Chevron USA. Inc. PHASE I & d VAPOR RECOVERY
Retail Branded Servioes San Fratism -
CALF. 1/4 REVISIONS
0
i
v
to
y G " Q _
a k
DESIGN CRITERIA
1.25 DURING EXCAVATION, 1.50 AFTER COMPLETION COMPOSITE TANK -
SAFETY FACTORS -
i� mob` CONCRETE STRENGTH - fc = 2.0 kSl
k 'k 9M 4 ',
0.
REINFORCING STEEL - GRADE 40
WT. OF PEA GRAVEL BACKFILL : DRY - 100 PCF
SUBMERGED - 63 PCF
WT. OF CONCRETE DRY - 150 PCF
SUBMERGED - 87.6 PCF
BUOYANCY DISPLACEMENT X 62.4 P.C.F.
BURIAL : 4'-0"
WATERTABLES 0 3'-0" BELOW TOP OF TANK SLAB
© AT BOTTOM OF TANK SLAB
OI 8'-0" f DIAMETER DOUBLE WALLED F.R.P. TANK
SINGLE OR MULTIPLE INSTALLATION.
10'-O"
O WATERTABLE O 3'-8" ,
6"
o "
PER LINEAL FOOT OF TANK Ftmm `O
BUOYANCY 50.26 X 62.4 = 3137 # IIIIIIIII n
r
TIGHTEN---,.,\
TURNBUCKLE
3 CABLE CLAMPS
(TYP-)
HOLD-DOWN STRAP
PROVIDED BY TANK
MANUFACTURER. (TYP.)
�J WT. OF CONCRETE 10 X 75 = 750# I of ANCHOR LOOP SEE -
WT. OF TANK = 200 a DETAIL THIS SHEET.
VOLUME OF DRY BACKFILL
10+9.06 X 3.0 = 28.60 CU.FT.
2 STORAGE TANK HOLD-DOWN ASSEMBLY
WT. OF DRY FILL 100 X 28.80 = 2860# 8'-0"0 ----------
VOLUME OF SUBMERGED BACKFILL
(FOR COMPOSITE TANKS ONLY)
9.07+8 50.26 1 HOLD-DOWN ASSEMBLIES
2 X 4.5 - - 13.28 CU.FT.
2
WT. OF SUBMERGED BACKFILL
63 X 13.28 = 836#
EW = 4646# = 1.48 X BUOYANCY 1.50 .'. O.K.
NO HOLD DOWNS REQ'D.
WATERTABLE O 6" O
U75SQ.*FT* \\
USE 12" X 12" R/C LOG \\ 2'-0"
BETWEEN TANKS AND \\ MIN.
AT SIDES. \\
VOLUME OF BACKFILL 12"
2 X 6.75 + 24.16 + 18.2 = 55.86 CU.FT./FT.
LW = 750 -r 200 + 55.86 X 63 + (2 X-87.6) = 4645# �\
SAFETY FACTOR 1.48 OK. \�
BALLASTING DURING EXCAVATED CONDITION
PERMITTING FITTERS TO WORK SAFELY ON TOP OF
TANK:
(FOR SINGLE OR MULTIPLE TANKS.)
WATERTABLE 2' MAX. IN EXCAVATION
VOLUME OF BACKFILL ABOVE q :
4 X 8 - �¢=6.87 CU.FT.
WT. OF BACKFILL 6.87 X 95 = 653#
WT. OF TANK 200
EW=853#
WITH 2'-0" WATER IN EXCAVATION
BUOYANCY 9.82 X 62.4 - 613#
SAFETY FACTOR 1.39 OK.
DESIGN OF BALLAST "LOGS" (12" X 12")
MAX. ! = 32'-6"
W/ PICK UP O END POINTS
Mah = 1/2 X .15 X (5.75?= 2.481K
Aa - 2.48 .15 2- #5 (TOP)
1.76X9.5
Mmax = 6.61KAa 6.6 1.76X9.539 2- #5 (BTM.)
USE #2 TIES O 18" O.C., # 4 "LOOPS" O PICK-UPS.
9'-5" DIAMETER PLASTEEL COMPOSITE TAN
a WATERTABLE O 5'-0"
NEAL FOOT OF TANK o
B (69.64-3.97) X 62.4 = 4098#
WT. OF CON C 11.4 X 75 = 855 #
WT. OF TANK 670 #
VOLUME OF DRY BA
11.42 + 10.32
2 X (4.5 = 44.95 CU.FT. -� WT. = 44.95 X 100 = 44951
VOLUME OF SUBMERGED BAC
10.32 2 9.42 X 3.7 - 69.62 = 5.67 CU.FT. --- WT. = 5.67 X 63 = 357#
E W - 6377# = 1.55 X BUOYANC NO HOLD DOWNS.
(� WATERTABLE O 6"
USE 12 X 12 R C LOG BETWEEN
TANKS AND AT SIDES.
VOLUME OF BACKFILL
2 X 7.625 + 27.79 + 22.84 = 65.88 CU.FT.
E W = 855 + 670 + 65.88 X 63 + 87.6 = 57
SAFETY FACTOR 1.33 OK.
BALLASTING DURING EXCAVATED CONDITIO
RAD.
1" Ll IL .
3- RAD.
21' MAXI
2 � � ILJI
Ia 4" "
(12"SQ. X 32'-6") ANCHOR LOOP
TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NOS
*PICK-UP POINTS SHALL B E
USE HOOKED #4 BARS ANCHOR LOOPS.
*REFER TO TANK DWG'S FOR LO
MAX. LOAD 325 X 150 = 2438# STRAP FASTENING HOOKS. WHICH
DIP GALVANIZED.
Fa = 22�8 = 6095 PSI *TOTAL BALLAST LOG LENGTH SHALL L„ TANK LENGTH. (USE SECTIONS AS F
��rrm
LOG (TYP)
.87 Ar
ATERTABLE
2'-0"
A�9
G
WHERE REQ'D.
a
21' MAX.I'd-5'-9" MAX.
1 -6" MIN.
11'-5"
BACKFILL ON TOP OF TANK 9.55 SQ.FT.--907
WT. OF TANK 670 # T W = 1567 #
WITH 3'-0" OF WATER IN EXCAVATION
BUOYANCY 19.1 X 62.4 = 1192 #
SAFETY FACTOR 1.31 OK.
POINT.
5'-9" MAX.
V-6" MIN.
OUTER
KANCHOR
BE HOT-
-DOWN LOG
FRP DOUBLEWALL--may
UNDERGROUND TANK
5 CLIPS
REQUIRED
METAL CABLE 'jJ
EYELET.
-1/2" WIRE ROPE
(TYPICAL)
3 CLIPS REQUIRED
O 3" O.C. (TYP.)
CABLE CLAMP DETAIL
CABLE CLAMPS O GUIDE
SEE DETAILS.
OLD DOWN IIII
STRAP
2'-0"
STORAGE MIN. I (-
TANK
I
I
12"
12"
-3 CABLE CLAMPS
(TYP.)
ANCHOR LOOP. -
SEE DETAIL THIS
SHEET.
TIGHTEN
FRP DOUBLEWALL
UNDERGROUND TANK
PULL CABLES (AS SHOWN) TO
TIGHTEN & HOLD W/ 3 CABLE CLAMPS.
TIGHTEN
HOLD-DOWN STRAP
PROVIDED BY FRP TANK
MANUFACTURER (TYP.)
a
LOG
STORAGE TANK HOLD-DOWN ASSEMBLY
(FOR FRP TANKS ONLY)
4`____�ANCHOR & PICK
LOOPS -SEE DETAIL AT -UP
RIGHT (TYPICAL)
Q� '0 #2 TIES O
0 18" O.C.
- 5-#5 (TYP.)
LOG SECTKNV
a
3 CABLE CLAMPS
(TYP-)
12"
PULL CABLES (AS SHOWN) TO
TIGHTEN & HOLD W/ 3 CABLE CLAMPS.
HOLD-DOWN STRAP
PROVIDED BY FRP TANK
MANUFACTURER.
LOG
ALTERNATE STORAGE TANK HOLD-DOWN ANY
(USING PRECAST CONCRETE FOUNDATION PILES)
NO SCALE
ANCHOR LOOP DETAIL
RAD.
RAD.
175
f2 TIES (TYP.)
II II I II I III 12" X 12" HOLD DOWN LOG FOR USE O SINGLED -III-III-I
AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED.
2 HOLD-DOWN LOG LOCATIONS SCALE: 1/2"=1'-O" 3 HOLD-DOWN LOG REINFORCEMENT DETAILS SCALE: 1"=1'-O"
20'-5" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) 31'-11 1/4" OVERALL LENGTH SECONDARY TANK (10.000 GALLON) 30'-9" OVERALL LENGTH SECONDARY TANK (10,000 GALLON)
(24'-5") �I
TANK AND LOG I (3T-5 1/4") TANK ANn i nc (36'-3") A. _--
B. I I
1 2� 6'-4" 13'-2 1 " 3'-2 1 6'-4"
/--ANCHOR LOOP (5'-2 i/2") 5'-2 1/2") DOWN LOG
10'-8 1/2" "SHORT LOG" 10'-8'1/2" "SHOE
(11'-2 '1/2-) (11'- 2 1/2-)
AL LENGTH OF ONE "LONG LOG" 21'-5" OR COMB. OF TWO
(25-5")
PLASTEM_ COMPOSITE TANK
NOTE:
1. PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS.
2. REFER TO SHEET 81-HQ-172 FOR TANK HOLD-DOWN
INSTALLATION SPECIFICATIONS.
14 STORAGE TANK HOLD DOWN LOGS
(6'-9 7/8 )
I I
o-ai i o
a-4 i z
Z-Y-
2"-T'
8'-4 1/2-
5'-11 1 8"
(6'-9 7/8")
(6'-11 3/4")
ANCHOR LOOP (TYP.)
(4'-11")
4'-11")
(6'-it 3/4")
HOLD DOWN lOG
(6'-9")
16'-5 5/8" (SHORT LOG)
16'-5 5/8" (SHORT LOG)
(19'-2 5/8") (19'-2 5/8")
(TOTAL LENGTH OF ONE "LONG LOG" 32'-11 1/4" OR COMB. OF TWO "SHORT LOGS")
(38"-5 1 /4")
XERXES TANK
DUAEN810NS N PAFEITFESEB ARE FOR 1$000
GALLON TANK&
VERIFY LOCATION OF TANK HOLD DOWN STRAPS
WITH MANWACTLF4ffl BEFORE FASMATION
OF HOLD DOWN LOGS.
SCALE: 1/4"=1'-O"
T
J
Q
O
a.
Q
W
cy
0
Q
LJ
vww � v%n rw T%A i Pula%
chmm UNDERGROLM TANK HOLD-DOWN LOG
Chevron USA. Inc. NSTALLATON AID CALCULATIM.
Retail BFanded Services San Fmcisoo
REVISIONS O
I
DATE: /0-/6-£39 CD
APP. Y
O
Pool,
201
170:Kv
z
INSTALLATION INSTRUCTIONS:
1.
INSERT FISH TAPE THROUGH ANNULAR
SPACE.
2.
ATACH PULL -STRING TO LS-7
40 TOP SEAL
3.
TAG SIGNAL CABLE AND PULL STRING
EACH
ADAPTOR Ac
of
18 FEET FROM LS-7 (TYPICAL FOR
4" CAP
8 FOOT DIAMETER TANK).
4.
ATTACH FISH TAPE TO PULL -STRING
5.
PULL LS-7 THROUGH ANNULUS.
----JUNCTION BOX
6,
MATCH TAG MARK ON SIGNAL CABLE
I.
AND PULL -STRING.
4" RIPPLE--
7.
LS-7 NOW POSITIONED BOTTOM
12" MANHOLE
W1
J
CENTERLINE OF TANK.
SECURED LID�15)
PIPE CAP
MONITOR TAG
&
HCLDEROO
LIQUID TIGHT TIGHT
�-PRODUCJ TAG
FILLBOX. O
& HOLDER(2(X)
12-
0 MANHOLE---
—CAP NEW CONDUIT, INSTALL
-W/
9- SKIRT
CAP ON RISER
36" MANHOLE
CONDUIT TO PERMIT
4"
18" 0 MANHOLE 12
INSTALLATION OF FUTURE
-VAPOR RECOVERY
2" CLOSE NIPPLE
i-BOX.
ADAPTOR AND CAP
TOP OF
2' UNION
RISER ----
-
-FUTURE EXPLOSION PROOF
2" NIPPLE—
JUNCTION BOX.
-7
MIN.
3 MIN.
T 4" MAX.
4" MAX.
2" PLUG
PEA GRAVEL
PIPE CAP WITH HOLE
FOR CONTROL WIRES
_-_-4" SCH. 40
NIPPLE
_4" SCH. 40 NIPPLE
6' MAX
4"-300#
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11
01 GENERAL REQUIREMENTS
These General Requirements apply to all sections of the specifications as if stated separately in each
section.
COMPANY REPRESENTATIVE: The Regional Manager or Representative authorized by him,
hereinafter referred to in these specifications as Company Rep.
STATUS OF COMPANY'S REP: Company Rep. has authority to make eN decisions regarding work
performed under this contract.
WORK INCLUDED: All labor, material, utilities and equipment required for full performance and
completion of work herein specified or shown on accompanying drawings, including procurement
of and payment for all necessary permits, utilities, etc. unless otherwise noted on the plans or
specifications or specified by Company Rep. ,
DOCUMENTS: Drawings and specifications are cooperative. Execute work indicated in one as if
indicated in both. Work not detailed or specified must be some quality and type as work detailed
or specified. Contractor shall verify all dimensions and conditions on the site. Report at once
any discrepancies found between drawings, specifications and site conditions for adjustment by
Company Rep, before starting work in question. Under no circumstances should work in
question be started if a discrepancy is discovered after award of Contract. Terms of contract
apply to this work. Contractor to keep a complete set of drawings and specifications and any
pertinent supplemental documents on the job at all times. When the word PROVIDE is used on
drawings or in specifications, it shall be taken to mean "Furnish and Install."
LAWS, CODES, ORDINANCES AND REGULATIONS: Laws, Codes, Ordinances and Regulations
which apply to this work must be rigidly followed. Determine handling of any variations
between plans or specifications and governing ordinances, etc., with Company Rep. before
starting work.
PRECAUTIONS: Protect adjoining property, earthwork, trees, etc., from damage and give proper
written notice of proposed work to adjoining property owners. Repair any damage to adjoining
properties caused by this operation to satisfaction of Company Rep. Protect completed work
I from damage until accepted b Company 9 P Y P Y Rep.
` I o
U 11
1 ,;, r kpc v?,,
T ,`
Y ^ „r a"
�h
:s�'
f 4',':
!�� ti TYary
CE
0
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y o
I �
^0an
:
1 `�
00
s(L
MATERIAL: To be new, purchased locally if possible, and of brand herein specified. Brands and
grades specified are approved and included to establish type and quality requirements. If
Contractor would prefer to substitute brands and grades that are equal to those specified,
information on proposed substitutions must be submitted to Company Rep. prior to procurement
to determine acceptability to Company.
SUPERVISION AND COORDINATION: General Contractor is responsible for progress, execution
and quality of Subcontractor's work and is to coordinate and expedite procurement of materials
and performance of work of respective trades and Subcontractors. General Contractor to have
the some qualified responsible representative who understands and speaks English fluently on the
job at all times, including time of final inspection. General Contractor is responsible for
establishing and maintaining all lines, levels and grades shown on plans or otherwise required.
General Contractor to maintain site in accessible condition for other trades and contractors.
RESPONSIBILITY: The Contractor accepts full responsibility for proper handling and installation
of the fiberglass reinforced plastic (FRP) or composite underground tanks and FRP piping, and
shall ensure that good workmanship, practices and construction procedures are followed during
the handling and installation of the tanks and piping.
The Contractor is responsible for inspection the tanks for damage upon receipt at the job site.
Note any visible damage on the delivery receipt.
The presence of the Company Rep, onsite does not relieve the Contractor of the responsibility
for proper tank handling, installation, and safety measures.
TESTING AND INSPECTION: The nature and type of tests and/or inspections to be conducted, in
addition to those specifically called for on the plans or in the specifications, will be listed by
Company Rep. under "Scope of Work." The cost of such tests will be paid by the Company.
If the Company Rep. determines, during the course of construction, that additional inspections
or testing, whether by Company Rep. or a testing agency, are necessary, the Contractor shall
cooperate in making arrangements for such tests. If work in question has not yet been installed
and questioned material is satisfactory, payment for the test shall be made by Company. If the
material is unsatisfactory, it shall be replaced at no additional cost to Company, and the cost of
the test shall be paid by Contractor.
For work already installed (which must be uncovered in order to be tested), if it is defective, the
Contractor shall bear the expenses of such uncovering, testing, inspection and replacement of
defective material or construction. If the work is not found defective, Contractor will be allowed
an increase in the contract price or an extension of the contract time, or both, directly
attributable to such uncovering, testing, etc.
SAFETY: Contractor shall perform the work in accordance with safe practices, taking all reasonable
precautions to protect the Facility and adjacent facilities, workmen and the public and providing,
, where reasonably necessary, barriers, guards, temporary bridges, lights and watchmen. While on .
the premises of Company or its affiliates all of Company's safety rules shall be strictly observed;
.`; in particular, smoking shall be limited to such locations and occasions as are specifically
authorized in writing by Company. Contractor shall not perform or permit any act on the `;;
premises of Company or its affiliates which involves a fire or explosion hazard, including �
h ttin and disposal of debris b burning without prior written consent of
11 welding, tort cu g p y 9, P
Company. .fie 'A , _,;;
„ ,. "
WARNING' Tests indicate that prolonged or repeated exposure to petroleum substances, in liquid
or vapor form, may be harmful, Refer to Material Safety Data Sheets for specific information
.;, on various petroleum products.
I "t
s°
,-
XI
II
02 EXCAVATION AND BACKFILL
,tea �(Supplement to Construction Specifications,M.0.S.243) �P r ' � t
, .
�`
, k ,
> ; ,
,
REMOVAL OF EXISTING TANKS AND PIPING SYSTEMS (When Required): Contractor, as part
of the contract, will execute and comply with the Company's "Addendum Tank Disposal
Certification Agreement." .1
11
..
All tanks and piping shall be removed and disposed of in accordance with the Addendum Tank '5,
Disposal Certification Agreement and applicable state and local regulations. I4,
Removal of tanks and lines shall comply with API Recommended Practice 1604. Removal and
Disposal of Used Underground Storage Tanks - December 1987 and March 1989 supplement
Company Repr will be responsible for removal of all reusable product. ry }
Drain product piping into the tank or separate container(s), being careful to avoid any spillage i .
Flush each product and vapor recovery line with a minimum of 10 gallons of water.
Excavate to the top of each tank. Care must be taken to prevent breaking any piping. Prior to
starting excavation, the contractor shall ensure power is shut off to any circuit, whose conduit
may cross the excavation. )
The tank must -be free from flammable vapors prior to removal. One method is to remove all 11,
tank fixtures, except for the tank vent and place solid carbon dioxide (dry ice) in the tank. A
minimum of 1.5 Ibs per 100 gallons of tank capacity must be added. Plug all tank openings
except the vent and allow the tank to vent.
After tank venting, the vapor space shall be tested by placing the combustible gas indicator probe
into the fill opening with the drop tube removed. Readings should be taken at the bottom,
middle and upper portions of the tank' The tank atmosphere must be 207 or less of the lower
flammable IimFt prior to removal. Refer to the probe manufacturer's instructions for testing in
low oxygen conditions. ty� �,." a
i, is u` Y' , ,i. ^. s 4 f$ 3 +,'. r' " 1
;' y .fit - # �'N
,
y
-", .—_ ,w r..yf+ Y, , ,
Prior to removal, all tank openings should be plugged. One plug should have a 1/8" vent hole
to prevent excessive pressure buidup. This vent hole must face upward at all times.
Plug any corrosion caused holes using screwed boiler plugs.
All U.L. Labels shall be removed and given to the Company Rep.
All tanks must be properly labeled prior to transportation from the site. Transport of the tanks
must be done in accordance with all state and local regulations.
Follow any state or local regulations regarding soil samples or inspection of tank hole and/or
tanks.
When free product is found during any phase of the removal of underground tank(s) or piping'
system(s), immediately notify the Company Rep.
EXCAVATIONS: Excavate only to the depths required by the plans, or as instructed by Company
Rep.
If unexpected water condition or rock is encountered, immediately contbet the Company Rep. for
instructions bettors proceeding with the excavation.
TANK HOLE SIZE IN STABLE SOIL: Size excavation perimeter to allow 24" minimum between
tanks and 24" minimum between tank sides and end caps and the wall of the tank hole.
TANK HOLE SIZE IN UNSTABLE SOIL: Unstable soil is defined as having less than 750 lbs./ sq.
ft. cohesion, as calculated from an unconfined compression test, or soils with an ultimate bearing
capacity of less than 3,500 lbs./sq.ft. Loose sand, muck, bog, peat, swamp or landfill where soil
is soft ore generally considered unstable soils.
Size excavation perimeter to allow 24" minimum between tanks and a minimum of half the tank
diameter between the tank sides/end caps and the wall of the tank hole.
Filter fabric will be used to line tank hole for FRP tanks in unstable soil.
Permanent shoring may be used to stabilize the walls of the tank hole, at the discretion of the
Contractor and/or Company Rep. If permanent shoring is used, follow "Stable Soil" size criteria.
Refer to "Alternate Backfill Materials," below.
DEPTH OF TANK HOLE: Contractor is responsible for establishing the tank hole depth, considering
the length of piping runs, to the pump blocks and vent risers, pipe burial depth, yard slope and
the following criteria (Measure at the Remote Pump opening)
1. A minimum of 12" of backfill material is required under the tanks.
2. FRP: The minimim depth of cover is NO" and the maximum is 7'O".
Composite: The minimum depth of cover is 1'6" and the maximim is 5'0".
3. Pitch the product lines 1/4" foot from the pumpblocks towards the tanks. Piping
pitch should never be less than 1/8" per foot.
4. Pitch the vent and vapor return lines 1/4" per foot towards the tanks. Piping pitch
should never be less than 1/8" per foot.
0.
5. Minimum of 1/2 pipe diameter separation at crossovers.
-
SAFETY REQUIREMENT: No person shall enter a tank hole excavation below the 5 it. deep level
. unless the walls are shored or side sloped as prescribed by current OSHA regulations. No
exceptions. State or local requirements that are more restrictive than Company specifications are
to be adhered to as though specified in Company specifications. The Contractor is responsible
for any design, materials, equipment, permits, etc., for stpring or side sloping a hole.
FILL AND BACKFILL( All fill material shall be of a granular nature, free from vegetation and
extraneous material. Company Rep. shall inspect and approve the material before it is spread,
Spread material in lifts not to exceed 12 inches and tamp thoroughly. When required by local
code, General Contractor shall provide a compaction test for certification of fill.
BALLAST: Use water as ballast under all conditions where ballast is required.
DRY HOLE CONDITION: Tanks, with backfill to top of tanks, must be ballasted if there is any
chance that surface or subsurface water will enter the tank hole to a depth of 23" of greater
above the bottom of the tanks.
Caution - Do not ballast tanks until backfill is to top of tanks.
WET HOLE CONDITION: Attempt to pump water from the tank hole to maintain a "Dry Hole
Condition." If unable to obtain a "Dry Hole Condition," Company Rep. is to be notified and will
determine the course of action to be followed. Install filter fabric, tie -down "logs" and bedding
as specified elsewhere. Set tank in hole, partially fill with water until it sinks firmly on the bed.
Use only enough water to ballast tank until backfill is to top of tank. After backfill to top of
tank, fill tank with water until completion of installation.
Caution - Ballast level must never exceed water or bockfill level in the hole during installation.
Do not remove ballast until tank slab has been poured. Do not set remote pump motor until
ballast water has been removed from tank.
TANK HOLD-DOWNS (Tie -Downs): Install hold-down "logs" at all locations with known water
conditions and at those locations where water is found during tank installations. Refer to "Tank
Hold -Down" drawing for design, fabrication and installation requirements, and to Section 05 of
these specifications and drawing H070-KO1.
REMOTE TURBINE: Contractor to verify turbine head will be 4-6" above tank bottom. Do not
install turbine if turbine shaft length exceeds tank diameter plus burial depth!
Notify Company Rep., who will determine the course of action, if shaft exceeds tank diameter
plus burial depth.
ALTERNATIVE BACKFILL MATERIALS: Defined as any material not meeting above requirements
for approved materials.
Approval of Company Rep. is required prior to use of such material. In certain instances, the
approval of the tank manufacturer may be required to preserve the tank warranty. Company
shall obtain such approval. .
Alternate materials, if used, must be dry and free of ice and snow. The tank hole sides must be
shored or side sloped to permit entry for compaction and testing.
BEDDING OF TANKS: A 12" minimum bed of backfill material is to be placed in the hole,
smoothed and sloped to allow a tank slope of 1" in 10' downward toward the fill end prior to
setting the tank.
When specified, the hold or tie -down "logs" shall be installed prior to be bed material.
Caution - Do not place tanks on concrete slabs, timbers, beams, cradles or grout the tanks in wet
cement. The tank, whether tied down or not, must never be left on the bed without a backfill
to the top of the tank if there is any chance of water, 12" or more above the tank bottom, in the
hole.
SAMPLE WELLS: Install two slotted sample wells in opposite corners of the tank hole. Position the
sample wells in the hole prior to placing the bedding material. Supporit the sample wells to keep
them vertical during backfill. Bottom of sample well Is to be 12" minimum below the bottom of
tanks. Top of pipe to terminate in 12" diameter fillbox. Slotted sample wells shall be provided
by General Contractor, unless otherwise instructed by Company Rep. Sample well shall have a
locking cap, warning tag, and secured manhole cover. See tank installation drawings for details.
03 PRODUCT, VENT & VAPOR RECOVERY PIPING
c
SETTING & BEDDING PIPE A 4" minimum bed of backfill material is to be placed in all piping
foot toward the
trenches. Smooth, compact and slope bedding material to allow o slope of 1/4' per
tanks. In extreme conditions, 1/8" per foot may be used if approved by Company Rep.
MATERIALS: All pipes, fittings, risers, wrapping materials, etc., shall be furnished and installed
SEE SECTION 07 FOR BACKFILL MATERIALS.
by the Contractor. Specific materials noted in this specification and/or on plans will be
furnished by Company.
Piping shall be placed on prepared bed in such a manner as to minimize points at which one pipe
may cross over her pipe. At points where piping must cross over, a minimum of 4" must
All pipe runs are to be of "fiberglass" pipe and sized in accordance with plans.
separate the pipes.
Steel pipe and fittings are to be used only to fabricate swing joints for vent riser. Flex
When piping is placed on the bed, proceed to "First Test" (below) prior to backfilling trenches.
connectors are to be used for riser to emergency shut-off valve or pump connection of pump
block. Above ground vent riser is to be steel pipe.
CLEANING SOLVENTS: Remove any accumulation or accidental spill of pipe cleaning solvents on
the tank immediately with a clean cloth. After the piping is completed, inspect the containment
Block iron pipe or fitting shall be used with diesel fuel. Do not use galvanized pipe or fittings
sump and other collection points for piping cleaning solvents. Contractor will be responsible for
with diesel fuel.
any damage to tank resulting from an accumulation of pipe cleaning solvent.
1. FIBERGLASS PIPE Pipe and fittings to be UL approved, non-metallic, for underground
REPAIR OF PIPING: Any damaged piping must be replaced. Repair of piping using field cut half
piping of petroleum products. The pipe is to have bell and spigot joints.
section of pipe is not acceptable. If approved by Company Rep., repair using manufacturer
supplied pipe fittings and procedures is acceptable. Repaired pipe requires complete testing
Approved Fiberglass Pipe: 1, I
using procedures below.
Atneron
FLEX CONNECTOR BOOTS: Encase all flexconnectors in an isolation boot. Move the isolation
Dualoy - 3000/L Pipe System
to inspect and test all primary piping and flex connector. If the flex connector is not encased
in an isolation boot, it must be cathodically protected.
Smith Fiberglass, Inc.
Red Thread 11 Pipe System
TESTING OF PIPING Notify the Company Rep., who MUST observe all tests, at least 24 hours
in advance of any tests.
Non-metallic fittings are to be those manufactured by the supplier of the pipe being used.
The Contractor is responsible for all labor, material, and equipment to conduct pressure tests (air
Install pipe and fittings in accordance with the manufacturer's instructions.
or hydrostatic) of all product, vent and vapor recovery piping.
2. STEEL PIPE: (Galvanized or Black Iron) r
1. FIRST TEST (Prior to Back Filling Pipe Trenches): Do not connect piping to tanks, remote
pumps or dispensers.
Schedule 40 (ASTM A-120) Steel Pipe
2504P Railroad Unions
Test the entire piping system, i.e., product, vent and vapor recovery (where applicable), in
150w Malleable Iron Fittings
accordance with the following three step procedure.
Do not use standard couplings typically furnished with the pipe.
Step One: Install pressure application system that includes two pressure gauges (15
psig maximum). Apply 10 psig pressure to each piping system. Soap all joints using
HANDLING OF PIPE & FITTINGS: All piping installations shall conform to pipe manufacturer's
approved soap solution. Carefully observe each joint for evidence of leaks.
specifications and installation guidelines.
Step Two Protect area around piping systems to be tested to prevent workmen,
1. FIBERGLASS PIPE: Careful handling is a must. Protect against abrasion from sharp or
passers-by, etc., from entry. Install pressure application system that includes two
hard objects: impact damage from improper storage, transporting, laying or backfilling. Inspect
pressure gauges 050 psig maximum) Apply 100 psig pressure to each piping system,
all pipe for damage prior to using in the piping system.
-1 hold for one minute, release pressure. Repeat for five cycles.
2. STEEL PIPE AND FITTINGS: Protect against damage to the protective coating/wrapping.
Step Three: Follow Step One.
INSTALLATION REQUIREMENTS: Interior surface of all pipe and fittings must be free from dirt,
All test results must be recorded on the Company -supplied forms. Company Rep.'s approval of
scale, metal, fiberglass particles, etc. before connecting,
testis required. After obtaining such approval, the Contractor shall backfill trenches to
subgr ode, following the requirements of Section 02 and materials in Section 07.
Product piping must be pitched upward continuously from tanks to risers a minimum of 1/8" per
foot. (1/4" per foot is preferred for product piping and mandatory for vent and vapor recovery
2. SECOND TEST (After connecting piping to tanks but prior to backfilling): Apply low pressure
piping.) Traps or sags will not be permitted. Group all piping and, locate as shown on the plans.
air (5 psimax) to test system. This pressure shall be kept on all lines until backfilling is
Lines are to be laid straight, using fittings for directional and elevation changes.
completed. There should be no loss of pressure during the remainder of the construction.
Do not support piping with foreign objects, such as scraps of wood, pipe, etc.
3. THIRD TEST (After Backfilling and Patch Paving): Applies to product lines after backfill and
patching of concrete islands, slabs, and yard paving is completed.
For bedding of piping runs and backfill of pipe trenches, refer to Section 02 and to subsequent
portions of this section.
Test lines using Petro Tite Hydrostatic Line Testing equipment or approved equal. Company
+
Rep, to designate test fluid. Test fluid shall be assigned product, diesel fuel or water.
CUTTING OF PIPE:
Contractor to comply fully with the Procedure Manual for the Operation of Line Tester.
1. FIBERGLASS PIPE Cut with a fine-toothed hacksaw blade or an abrasive wheel on o
Test pressure shall be 40 psi for a remote pump system with an allowable tolerance of 0.010
circular power saw. Use a saw guide or "Wrap Around" To ensure a square cut end. Cut pipe
gal/hr. For a suction system, test pressure shall be 10 psi with a 0.025 gal/hr allowable tolerance.
end must be within 1/8" of square.
Vent lines (no phase II vapor recovery)
2. STEEL PIPE: Cut with a hand or power or power -operated pipe cutter, as in normal fitting
practicer
Unless required by local agency, no second test required.
TAPERING & REAMING: All cut fiberglass pipe ends must be tapered to 1-3/4 degrees using one
Vent lines and vapor recovery piping (with phase TI vapor recovery): x"
of the tapering tools available from the pipe manufacturer. Protect pipe during tapering to
prevent damage to pipe. The finish taper shall be smooth, clean and free from surface defects.
Contractor is responsible for vent and vapor recovery piping systems passing any locally
The length of taper for 2" diameter pipe is 1-5/8" and for 3" diameter pipe is 1-3/4". For other
imposed test requirements.
size pipe, consult pipe manufacturer's instructions.
Steel pipe ends are to be reamed.
BONDING & ADHESIVE SYSTEMS (Fiberglass Pipe): All fiberglass pipe surfaces to be bonded
shall be cleaned with solvent supplied by pipe manufacturer. If tapered section is wet or moist,
dry with propane torch - do not overheat or burn the pipe. If temperature is below 60' F (16' C),
warm all tapered surfaces with propane torch - do not overheat ,or burn the pipe or fitting. Bell
and spigot joints are to be made up with epoxy adhesive as recommended by the pipe
manufacturer. Adhesive shall be mixed thoroughly in accordance with manufacturer's
instructions and shall be applied to both surfaces. Insert the spigot end into the bell using a
slight turning motion (one-half turn to a full turn is necessary) and push.
Apply pressure until mechanical lock is achieved. Back axial pressure should be maintained on
oil previously assembled joints to reduce the chance of separation.
Inspect all fittings for proper alignment and possible "back -out" at the joints. .
Follow pipe manufacturer's recommendations on cure time before disturbing joints or testing.
If it is anticipated that the temperature will drop below 60' F (16' C) at any time during the
curing process, apply heat to the joints. Only chemical or electrical devices recommended by
I r sparking devices
i rose. Do not use open flame o s a F
pipe manufacturer are acceptable for the pup p p g
to cure resin.
THREADED JOINTS Threaded steel pipe joints must be reamed and have clean cut, perfect
threads and be made up with non -hardening joint compound insoluble in petroleum products
approved by Company Rep.
Typical joint compound:
Rectorseal
Gilborco Pi in Joint Compound
Permatex 57 .
or approved equal
FIBERGLASS TO STEEL PIPE CONNECTIONS: Fiberglass threaded -end adapters are to be
threaded into the steel pipe or fitting before bonding onto the fiberglass pipe.
SWING JOINTS AT VENT RISERS: Use steel pipe and fittings: two 90 degree elbows with nipple
connections (do not use close nipple or street ell) for swing joint at vent riser.
SPECIAL FITTINGS: The shut-off valve ("Shear" or "Safety" valve) at the base of the product pump
or dispenser is to be secured in position with a steel stabilizer bar as detailed on the drawings.
A stabilizer bar is to be installed, in addition, when existing dispensers are replaced.
Position the valve so that the line test port plug is accessible.
PIPE WRAPPING: All underground steel pipe and fittings shall be field primed and wrapped.
Wrapping material shall be 35 mil polyethylene tape "Polyken 930" manufactured by the Kendall
Company (or equal approved by Company Rep.). Wrap overlap shall be one-half width of
wrapping material. Wrap 1-1/2" and 2" fittings with Polyken 900 (12 mils) with a 607 overlap.
In F ficult areas Polyken 931,con be used before wrappPing with Polyken 900. Primer shall be
Polyken 927 (above 40' F) or Polyken 919 (above 10' F).
Chew
FRP t
Exceptions: Do not wrap the union at the remote pump and pipe/flex connector
Chevron U.S.A. Inc.
connections.
. Retail Brand Services. San Francisco
,.
Rk�VISIONS
UNDERGROUND TANK & PIPING
INSTALLATION
GENERAL REQUIREMENTS
SCALE: DATE:12/07/89 (
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. -I � �1� , I TANK INSTALLATION I ":': : , TANK TESTING 05 TANK HOLD-DOWN INSTALLATION 06 PATCH PAVING AND CONCRETE WORK I � 1P
V,cl: �F1' I
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I ' � 9. PRE -INSTALLATION TEST SET UP: Prior to the pre -installation test, all shipping pads must GENERAL REOUIREMENTS: Anchor all underground storage tanks with concrete hold-downs � , � ,, �I
,�,
,� MATERIALS: Double -Wall fiberglass reinforced plastic (FRP) storage tanks as s be removed from the tank and the vacuum on the annular space must be released. ("logs" or cleadmen") when specified by Company Rep. in the Scope of Work. Refer to drawing SCOPE OF WORK: 11 �', it 14
, IF �-I,g � jII ,� I , - 40 IF , ot�ppliecl by Chevron 1� I Il� I , 1w
Y, F�-:ce , I , � �, are to be installed by Contractor in accordance with the plans and specific ions. - i 0. � � .
I
,;,, it, I �� ,I, .I 1. - : , ,, �
, 11 � It ��, ,I � -'I' � H070 � , I , i ��� 1, I
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1 ,,-2, a ular space is not a substitute for the pre -installation test. All installation Patch Paving: Patch paving work applies to minor work in connection with covering of pipe ,,I
, ,
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, � , W-;� � I ,,, ,I, , Tank bedding, ballasting and tank hole backfill procedures are described under Section 02 of these trenches, areas adjacent to tank slab and other areas disturbed during tank installation. �
,� ,� , I - : tests must be performed and recorded on company supplied forms. 11 ,,"',
: � - I � ,� 11
- , " `� 1:i -
I-
.,L,� , , _?71 : ,I. 4 1 � I
, ", . " i, Double Wall Double Wall ,�', I
,� '. I , specifications. � ,,r �_��
,I , , Xerxes 10. TANK TESTING - INSTRUCTIONS: I V,, V,
, I - � _�, " Nominal Gallons I �� F, 1.0/c.. I I t
,t, t, Y ,�,, " ,, - Concrete: Concrete work applies to installing tank slob, repair of drive slabs and other areas .1 I'll F
I 1, 1, I:, � , I I I e system shown on the drawings is designed for a maximum level of ground water disturbed during tank installation. Refer to applicable drawing H070-COl through H070-CO4 I I I, �!�
_'t I"" � 12000 1 - I '�2
� � , I'V_ I - ant , 1. � � , 1: ��� 1I,
, , 1 37' - 0-1/2" Long 36' 3" L General: Notify Company Representative, who MUST observe all tests, at least 24 hours equal to the subgrade level. for slab details. , F
"" I , .
� � ,I V I � lVr� �,, 11 I 11 I� 8' - 0 " 0. D. W - 1-1/21, 0 . . in advance of any test. I I, � 1�1 �
I �V, "ti ,
3 1-1 11 F I I .,
; I � 1� V 11 � �1� 31' - 6-1/2" Long 30' - 9" L , 1, .111 �,-,�',
� I I 10,000 , FtI on MATERIALS: Refer to Marketing Operations Standard (M.O.S.) 243.7, drawing 81-HO-226 (construction � ;
i ,� , '1,1`� , ,, ,� , I I I ",11,
I I I I , "I . I . I I 1 8' - 0 " O.D. 8 - 1-1/2" 0.8. The pressure application system is to have two pressure gouges (range D to 10 psi with 5 ifications) or other attached concrete and paving specifications. F, I: � � ��It
I I t it. ,
I - F ,�'. I!�.'�tl, 11000 - ��' �, 'I, 11' - 7-1/8" Lon III - 6-1/8" Long psi pressure reliefs) in the system, both in good condition and having been tested and 1. CONCRETE HOLD-DOWNS: Pre -cast, reinforced concrete "logs", 12" x 12" or 12" x 24" in Spec I .1 -I
I , 11 I "I � I
, �,
, � I , ,'��, �' Vt�:" ! I . 4' - 5-1/8" - 3-1/4" DID. calibrated within a three-month period prior to the tank test (copy of the test and cross-section, with chomfered edges. Length, as shown on the drawings. 1/2" diameter I � I 1:%,
_11", �1`1'1 I , - 0.3. 4''
, ,i- I It, I I li� I
;� , e -,� I calibration data to be furnished to the Company Representative upon request). galvanized steel anchor loops are to be cost into "logs" at locations shown. Pre -cost material I I , ,� I '1.
� (I I 1,;,
I � " (Note: O.D. is over the ribs) shall have achieved its ultimate compressive strength of 2500 psi (28 days) prior to installation. V111
;I � 'V ��I
� - I, 'Ic USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK. Relieve I I �,__� 11,
_� The contractor will furnish the exact hardware listed on the Bill of Materials unless otherwise 07 APPROVED MATERIALS ,',�::::
I, the pressure prior to moving the tank or removing any of the fittings. I Pre -cast concrete foundation piles which meet or exceed above specifications are acceptable. I I-F,
specified by the Company Rep. � 11 �z�
I I "
I 11 I �,
I I , ,
� I 11 -
- �, 1i I, ' DO NOT instal a tank which shows any evidence of leaking The Company Representative 2- WIRE ROPE CABLE: Hot -dip galvanized steel wire rope, minimum 1/2" diameter, breaking , 11
I,
.:� I 1 ., V 11 � f, Other Contractor supplied equipment includes: vapor recovery (when specified) Phase I Assemblies: is to be notified and will determine the course of action that will be followed. strength, 20.4K. ATERIALS: 1. � I" � U,
1� ' ,� - 11 11, , �
I
�
� , I , 11 Adapters, dust caps and nameplate holders. Phase 11 Equipment: Anti- Recirculation valve, high hose The Contractor is responsible for all labor, material and equipment necessary to conduct I �1'1' �
I,:"I ,'I
", �,
t I �� � retractor, nozzle swivels. flow limiter, anti -kink springs, swivel stops, camps, extension. s; 3. HARDWARE: Cable clamps, cable guides, guards, etc., furnished by the FRP tank manufacturer, 1. PEA GRAVEL: A clean, naturall rounded aggregate with a 1/8" minimum and a 3/4', ��_V, ,
I I , .1 � IF I
01 �, �, I � IF,
Il 1.11 �t I I .111, I shall be hot -dip galvanized steel. "I "
I I , i. " I maximum diameter. U
,
�
1*11 P to �X of the particles may pass through a 08 sieve.
, I 1: Cut the submerged drop tybe for product and heating fuel tanks at a 45* angle so the lowest point Pre -Installation Pressure Test, Air I ,,
.. I'k -1i, � 1.
,
I rl 1, "' r:,,r� I _'. ... will be 3" minimum/4" maximum from the bottom of the tank. The highest point must be a Post- installation Pressure Test, Air or Hydrostatic I 4. PROTECTIVE COATING: Prior to backfilling tanks, apply a generous quantity of "Chevron 2. STONE OR GRAVEL CRUSHINGS. Washed material, with particle size between 1/8" and . . 1, ,�
� ... - iii i � -
I
I
I maximum of 6" from the bottom of the tank. The 6" maximum dimension is critical due to air - Asphalt Coating" by brush to all exposed steel cables, loops and hardware. 1/2". Up to 3X of the particles may pass through a #8 sieve. I I
pollution rules. Orient the submerged drop tube to direct incoming product toward the opposite end i. ACCEPTABLE SOAPS1 "Soaping" the tank exterior and fittings using a small garden- - I- �
-1
of the tank. Refer to installation drawings for additional details. type hand- pressurized spray unit. The test soap shall be a high foaming "soap" that INSTALLATION PROCEDURE: Approved materials must be dry, free of ice and snow, and meet ASTM C-33, Para. 7.1 for quality �,,'�111 I,-
�7, ��FI,I_F��I
,
bubbles easily if in contact with an air leak in the tank but won't bubble due to and soundness. The dry gravel density must be a minimum of 95 pounds per cubic foot. , �, �J.. I
1. HANDLING: The Contractor is responsible for off-loading the tanks from the delivery vehicle. dispensing from the pressure applicator. Acceptable Aocips are: 1. Prepare the tank hole to receive hold-down "logs". Install shoring (or side sloping) in , '4 .1,
A crone or backhoe of sufficient lifting capacity must be used. The weight of the double wall I � ,�, �-
,
accordance with Section 02. cYttt, ` """
- FIRP tank is approximately 5000 - 6000 lbs. "Seam Test Concentrate: I TANK HOLE LINER: Contractor is to provide a Filter -Fabric Tank Hole Liner when: . ,�tJll
I - I , ,
I I ' IFF_ ; �'
,
"I'.. " t - , 2. Pump the water out of the 'I'l 't,
7�4FF'�, ,�: ,�', 11
dm%,�$4,- A, I ::AI Loc High Soap" �
,4,�,I " ,W, tank hole. Keep water out of the tank hole until tanks have a) Tank hole is in unstable soil, or "I' .
� -
, " �
17ml- 41;4t, ? j�F"F"11, ,1'ft_,'�� _�V'� 'L� ' 2. LIFTING & MOVING: When lifting or moving an FRIPF tank, always use properly sized *70OW Southbend Leak Detector" been set, tied down, ballasted and backfilled. I 11 , III
I _� F,�,V`,
_� F' " F,
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equipment and lift by lifting lugs(s). On large tanks, greater than 8' diameter, use a spreader or approved equal i Specified by Com�any Rep. The entire tank hole (sides and bottom) shall be covered. La ,
bar to ensure a lift angle of at least 45 degrees at each lifting lug. I �. R,:1 �
3. Insert each cable through its own anchor loop in the "log" reserving sufficient cable so that the fabric with foot minimum overlaps. " � ,�
ii. PRE -INSTALLATION PRESSURE TEST. Adi Use extreme care around and near both ends of the cable will be kept at the top of the tank hole after the "logs" are set. - I " "
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Never roll or use cables or chains around an FIRP tank. Set on smooth ground, free of rocks a e k. Never Pressurize secondary (outer) tot# without pressurizing Lower and position the "logs" in the tank hole keeping both ends of the cables at the top Bedding material, tie -down "logs" and sample wells ore to be placed on the top lof the filter - I ,.� I -
I and foreign objects. I the primary (inner) tank. of the hole. Install the 12." minimum thick bedding material in tank hole, Smooth and fabric. Excess ftibric at the top of the hole should be folded over the backfill material at I � :�� 11 ::, e
slope per the tank bedding instructions. subgrade level. III,, I I,,
Exception: FRP Tanks may be rolled up to 90 degrees on a smooth clean surface when performing A -Primary (Inner) Tank Test: Locate a pressure gauge in the vent/monitor fitting I 1 "I
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the "pre -installation" pressure test. . � I ,�, -
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I , I'- '_ ,� - in the secondary (outer) tank. Locate a second pressure gauge at the fill opening 4. Proceed with se a adding ballast as necessary to sink and keep down the APPROVED FILTER FABRIC MATERIAL: I � �,
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1, - I 1� � �,il t" ti-I 11 and connect the air pressure to this fitting. � tanks. Use only enough ballast to hold the tanks down until the backfill is even with the 1, � , V11 I
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iq, I I ,1' _'FIlI I 1 3. CHOCKING: Chock tanks in accordance with manufacturer's recommendation until ready for top of the tanks. (Refer to Section 04 for tank setting requirements.) Reemoy Inc. - Typor 34D1 or Typar 3341 � - � 1 _"4", � -
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VN V* installation. If windy conditions exist or are expected, anchor tanks using minimum 1/2" nylon Pressurize the primary (inner) tank to a minimum of 4 psi (maximum 5 psi). Phillips Fibers COrp - "Supac 4NP" Fabric 11 ,"'I , 1� ,
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. or hemp rope over each tank and secure to stakes of adequate size to prevent movement of the I Monitor the pressure gouges for 1/2 hour. There should btr no pressure increase Caution: Ballast level in tank must never exceed water (or backfill) level in tank hole Hoechst Celones@ Corp. - Trevira S1120 I _'I,I,, � - "k,
tanks. in the secondary (outer) tank. Soap all tank fittings. during installation. " �J ., , i.�,,,,,
or fabric approved by the tank manufacturer. I � r" ,'� � 1, 1'� ' -I,
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4. OPENINGS: AJI tanks are shipped with dust covers in each opening. Dust covers are to remain I I I , 1, �,� " � I- ,,til
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B.Seconclory (Outer) Tank Test: Leave the pressure on the primary tank. Using 5. Install the cable guards, guides, etc., furnished by tank manufacturer on the designated I �,:-o . ,�� , I,- � 1
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in each opening until ready for the pr e- installation pressure test. All tanks must have either a flexible air hose manifold, connect the air pressure hose from the primary tank - , I I � 11 I V. ,� ,"', ,
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ribs of the tank. (Note: "Designated Ribs" are marked by arrows on the tank surface.) , .", ,I:",��X ,
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a dust cap in place or a 5 psi pressure relief valve in place at all times. I ank. This manifold hose should be connected to the " � - - I "i, �,W�� 1
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vent/monitor fitting that does not contain the air pressure gauge. Close the valve Caution: Do not place straps or cables between the ribs of the tank, I 11 "I �, ,, i,,�
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5. DAMAGE: Inspect all tanks carefully for signs of damage upon receipt. Note any damage on the to the primary tank and disconnect the air supply, Pressurize the secondary tank I I I 'I � 1`1 ��,�',''� 5,
I shipping documents and notify the Company Rep. Contact the tank manufacturer for I � I I � "I, -
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I by opening the valve between the primary and secondary tank. Soap the entire 6. Pass each set of cables (a set of cables is those cables passing through the matching, or I ",
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additional information. 11 tank and all fittings. - � V� A, , , r � _-e- ,,�-r �', " ,.I _,�� -.1 ""I'll, , I
�', I I I opposite, loops on the'llogs") through the guides and loops as shown on the ,drawing. , It, 111111114044"
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I � I I- _ �J�,%4i,I Irt I ' I ... I Upon completion of the test, release pressure from the secondary tank prior to One end of each cable is be crossed over the top of the tank in the retainer portion of the _, V� ,'I' � I
I ,,IiJ,*, il - ,, will determine the course of action. I I releasing pressure from the primary tank. hold-down strap. Using three cable clamps on each set of cables, clamp both cables I I - I' - '� ,�, � �
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, together on top of the tank. Prior to tightening the clamps, tension the cables with "Come- - ", _r, " 1. I -
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, 11 � 6. SETTING: Set tanks on prepared bed with a slope downward toward the fill end of the tank. � care is to be' used around a -longs" secured outside the tank hole. Use enough tension to tighten the cables but not I . I I - I % I -
RI I , - I iii. POST -INSTALLATION PRESSURE TESTS, AIR: Extreme 1, I I .-, , 1
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Ii I I A slope of 3" difference between the two extreme openings of the tank is desired. The I r I ! I ,. � � " - "
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,; !, ac,ceptable range of slope is 4" maximum and ;2" minimum; with the fill end lower than remote � ,� t -, ,, -I-
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1_1 411� i "W" A.Primory (inner) Tank Test: Perform this test with all tank risers and fittings I Caution: All sets of cables on a tank must be tightened equally to avoid tank deformation. I I �IF,� ,,F , ,�, I,
F � pump end of the tank. Tanks that exceed the acceptable slope or that slope downward to the 1,
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t� c: e improperly set and must be reset. I ,I attached. Tighten all tank fittings. Locate a pressure gauge in one of the annular I i
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I , space monitor fittings in the secondary (outer) tank. Locate a second pressure The cable must rest on the top of the hold-down strop between the guides provided. I .� - Az
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7. INSTALLATION WITH APPROVED MATERIALS: Place a 12" lift of bockfill evenly around ,� � I � gauge with a 5 psipressure relief, to one of the primary (inner) tank fittings and Repeat this process for each set of tie -down cables. I � I I I I I I � �� , I," p I,,F6i,V - ,
. the tanks. Push backfill completely underneath the tank between the ribs and under the I I -1:-1 I ,� ")."O �,
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end ,,- '-I I connect the air pressure hose to this some fitting. Pressurize the primary (inner) . � I I I 11 �,��:44 l
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. caps. This is the most important part of the backfill rocess. Procedure con be done from , I tank to a rninimurn of 4 psi (maximum 5 psi). Soap all tank fittings and monitor After all tie -downs cre completed, commence the backfill procedures to the top of the I 1� ,�, A I �,,� ? till
bank or adjacent tank top. If a man Will be in the i to "work" the backfill, hole must be ,It es for a minimum of 1/2 hour. There should be no pressure tanks. I I I I 11 '' I , - 11
shored or side sloped as prescribed by current OSHA regulations. I I 50'' 1: I I I 11 ,��,��,
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� r. increase in the secondary (outer) tank. � 1� 'I',
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I; I .. � "� !, ',�' I backfill between the ribs and under the end caps. Add b ckfill evenly around the tanks up * i I � " 11 on the primary tank. Pressurize the secondary (outer) tank using a flexible air hose � I I I .�' 1,
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�, ,, .JjAV Place second 12" lift i5ir backfill evenly around the tanks. Again, repeat the "working" or ; , B.Seconclary (Outer) Tank Test: Disconnect the air supply but maintain the pressure
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t? " � I I � manifold. Connect a pressure hose from the primary tank to the annular space I ,� - "� �;,' IIII
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_c� " M" � I, 11 "I � I, Qlk Back,fill to subgrade after piping and testing is completed, , "I ,,� � - I � V,V`L , ; I I I I I 1� I secondary tank by opening the manifold valve between the primary and secondary . I - � , I I I I '1� - � I�'. ,I � I
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I ,�I'11 , , ", 8. INSTALLATION WITH ALTERNATE MATERIALS: All alternate materials must be compacted I I "I ""', k�� , , , I '.I , � 1� , , , �11
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- I 11 11 � � � �iIv�, Al to 901 relative density (ASTM D-1557-70). Contractor is to furnish Company Rep. with � � , , ,_ I If necessary, bring pressure of both tanks to a minimum of 4 psi (maximurn 5 psi) I I �_, , ,
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,� certification of compaction from a registered soil engineer. � , ": I� he air supply to the primary tank. I ''I ''I , t
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�, Company Rep. is responsible for providing the exact installotfio specification for alternate I I I I I I � , , ill I � I I I � "'Iv- A ,
1� I Monitor the pressure for 1/2 hour and soap oil tank fittings, risers and pipe �, I , � , "w, OlFe � ,� ,,,,,, , ,I , W'-1 � F
�rl , I - I FIT W I I it�i FF, " I . I I 11 materials. - ,,- � - 4 IY - 4' 1 . � � � V ,-,�� I " , I - I - I'll 11 I I I connections. Upon completion of the test, release the air pressure from the I I ,, F.!,.w I ,I � -, I lk F- "I - .
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I �,,�II,,_�,;, ,,,� �. I I I l, � - I, "'Ii I , , secondary tank prior to releasing pressure from the primary tank. Damage to the I � " � 11I F ,,, "
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, * " ,�, 'r , -, ,,q� � J I � , I I �� " 411 - I , 1 � primary tank may result if the pressure is not relieved from the secondary tank I I I' 1 ,
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, " , 1� - �c 1. `1 I, � , �, _ "', ;',,".,.r, , , I � "I ,IV - I I'll � - IF Coutiont Relieve all tank pressure prior to removing any fittings. F . , '' �
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At,.' IF I, , " ,' - - � No tank that shows any evidence of a leak is to be kept in the system. Any 1 I � I � I I,
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% t", �1, 4*2 V �P.. Fi" F,:V:" , ,,.�, Fit " 1,�Ft, C �_ , I I -11 damage incurred to the tank during the installation will be the Contractor's I I I I . . I I .
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,,, , ,` ; ,I I ,�,, Il,tS', I, ", VVVII 'i�' " , I-, � I '',-FIF"I" �� "�' !.'.�� � I' 1 - �, Y �� � VI 1i 1. g :�,,�,,, 1 - IV ,�,�-;, � . �_ openings, on both single and double wall FIRP tanks. The Contractor, witnessed, by the I ''I �� I _11 , I-
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, I - L FFN"A P�,t' i � ,� IF, III , � , F; � IF " �, -t' I !j � " I I J - � I � 1�`, 11 III 1'� e, - ��k�-' - �I,-FF � � �Uommppony Rep., is responsible for making and recording these measurements on a form provided -'c� I I ,�: i �
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lit , I 11, I t,, I I , - V, , " 1� - , , �, by the Company. Take the first set of measurements prior to placing any backfill around the . I ',I � I �
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101i", , ,I III " I 11 , I "I , ", t, I", � I , �* ,)�F,' , �t�', �, " , I , , t tank. The second Set of measurements is taken when the backfill has reached subgrode (prior �, I ,
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, 1, � t, ,. � III 11 11 � If the difference between, any 2 sets of readings is greater than 1-1/4", stop the job. IF � I I I I ,,, �,! I � ,
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��t, ,�,, " 111 I � , , , ,,,,, - ,� I � 11 Notify the Company Rep., who will determine the course of action. Contact the tank � I I "I I �i ,1
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I, � � iE ,.1"." , ,,, I- - - _�� , ,., _�, It - I'll � . � � (instead of the post - installation air test) on the tank and fittings. I 'IV , � I I ":,I,, Cn
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I � � _l,,_,t, - - I' - 4 � 9r, l'&INV'' , " 7,� I , ,,e� _ ,,, " , � �: , , " , � -11, � , , t � et
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,,, ',�.., " _ ,f, i"r - .11 , I,'� "' _,,,�,,, 'i_ F 1, I , I local jurisdictions. Venting of the annular space is not required by the tank manufacturer. If I I I 1� 0
NFO1, � . �l -, I I �
��71-11111 1-11 I- - I- I , - , 1, 1 I - I I ,� " -;,� " . , � , � 1 41, 1 1 -I, I, , � ,,.,, � , , , " � - . I I I I 11 ! I , I -,
,�, Fir I I&� -� -4t 11" tIet.�FIIJ,�,%Fjt�'�', I 7-111, - I 11, - li,1 , __1 , _ I,- ''I, I 11,11"It.l.-, . -1 I V, V � I ,� - I -1 I � required, manifold a 2 inch FIRP pipe between the tanks and connected to a separate vent riser. I, I I I "
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� Il� F,� II't, 4, 1�,1 , IF", I , I'll 1. 1 �j � " 1- � I .11, 11 I Do not use the primary (product) tank vent to vent the annular space. I I , I 1�
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I., To, ,.. ,r, 4�',, ",, 0- , , , 'III -1 'A' " � , - , ,�, IF �'ii' '' - � � ., 15, INTERSTITIAL MON17OR: A pull string may be in the tank. Install a new pull string if the I
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lt,!� IFF �g -'it", " I,I, 1, ,,, , .,�� � , � I ,, �,,',,, " ,,, "'t, � " , I "I'll "': , , , � ", , tring is missing, lost, or broken. The pull S tring is not a tank manufacturer warranty item. � I
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'WrF", , , ,F,I� ",,,I�", Iiy - - , - �,, - V, 1 �111.1 ,I "I -,V', , "" ,,, , , , : ,e I Install the interstitial monitor at the botto centerline of the FRP tank. Insert fish tape 11 �. , 11 r 4 ,
',i �, 1, I , "W, V,r 4`!It� 14 1 1 1 � I " � "Il , I" I - I , 4V,
,,l,`,4'1 i,"� - "I - - "I il ,� - ", ,- - - �_,,, �� A'IF, V I I ,,, - , ,� " I , ,I',
-,OIL�,� I � , I I r t�, L"W'' � � . It I "�, F, 4i", _ I, , ;, I "" 11'�5_ , I—' I I '1t,0,F: I 11 I V ti`�, ,�,,, I �� ".."I"'I't, I 1, "I I I � I , through the annular ace. Tog both the pull string and probe signal cable at 12.5 ft. plus the � ,,:I I . � I . I Chevron U.S.A. Inc. INSTALLATION � ,
, � I , ,� 11, r
I - ,I,��, 1� , I- �� ,�,, .1 I i -, g, -1,11 I, q 11 I I 1, , 1,1 I I t- , �I I I I I "I I � burial depth. Attach Is pull string to the probe and to the fish tape and pu
""'ptFM 11 " 4�.' , 7" 4;;,�R, , "" � ��r - . III I K - � I ;1 I , -,�. I", I I
1
IA, , , , , ,, I", � I X. , 1. " , . . �_ I I k - st� 11 probe into tank. - RietaiiBrand Services, San Francisco
� 0"FIF 'FFF1 Ito .. .... t " , I I -1- , � *,� - 1 �,��' I ',t � I 4� ,V , '' � I I , , ,,�, ,I ,, I 1, � �
1. IF, � ri 'It , F, - 1," *�w.f, 6 m, ,� � �_, I " I I I I F', I I , I , , � I �
I ,'_ I '� % 7FI I 1, � - " ,,, I I I It, IF- L"', , I F, " ". I .....
�,�;�,�,� I- I, . � � " , " "" 11 �, I I , � I IlIV �, � , � , , , F " ,
" � , , � ' 4I TIIIF F;V ,� I _ IF ,I - . � I I - ,
F 1, � " I �' � _L � ,"'�, � , � , , � 4 __�� _I.e,� " � I I I 1� .: , � i
, 6� I ,�, I When the togs on the signal cable and the pull string match, the probe is at the bottom
I I III- � �;,,, Q �4 �: ), " � ,,V , Ft � �, , I I 'I, -� I, Vikt- , I ,, , III ,1� I , I �, � I , I . � �
, 11 Z I t, ".. , " � I -11 �r�, ,, , 1 -F.. 11 , � , "I 111� � , �
-1 , I, � 'I I Ft I , P" I- _ ,,, . �� ,, � I -, -`V� ,, ,-,� 3, � 1, ti , ,,,I; ,-, I I
� , I � , ,, 1, � ,$i , " I
I 1, - .,�,, I , , -, " �,', - - � 'I7._""` , " � I - , , """ , , , - ,, , -1 I , , - , I � , i� , . �, " ', , - � ,,I )� , , I , I �, , "
I I
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- AF , I V , � nterine of the tank. I I I
1, �, 1, ,-, T,IIII , I _1 I ,�', T-1- 9 1, I, 1* � '100, &',I �.,I - , . * ��, , "I I , , -11 - I � 11 F, I , � � F".- � ,V �� " I
,� ", ", , I
,! , " , " " .. I ; _�Fk� ;111, 1, I '� I', 1,5., �L , , I,, - , " , , � � � I - I I I , I I
V ;, J" f, � , , , , I � - I ........ ... . ... 111.
J'F`r"R � III �11 �it_' I 'A IF � ,,, I, *�� ,;:'_4, ��; , ,! t Z � 1, . � ,,,� ,FF,Y, .��, , "I, I I � "', �
cil. , I " F 11, IF � " , F , , , ,.� - " I v � ,,, 1, - I I I
�11 il&,, W" � -% ,,,� I 11 il ,_�"', -, I I,� ', � �l�,�,,-I�,_ ""', ,, ,IF, "I � -, .1 I- I I - " ,I I � r ' I I
,_� , I ,�_"%'I �_
� t,'�� I
I I ,,,,,,, " " I �il r , , , , �IFF ",'," I 'i - It ,�, - � � 16. INSTALLING THE CONTAINMENT SUMP: The containment sump must be watertight to I I I REVISIONS DOUBLE WALL FRP
�1� S, "PIV , I I I'. ��, F", .1, ; ,,,l - I ;4F . "I I ' ' ' '� V 11 , � � I � I ,I; I ,
,: z'l,�I " , I- ,it� .1 11 I -1 , I, I, " I I I I 0 1
- F,�,,`,4, ��,-IFS I'- 1, 11 -, I �,,� , " - 'k , I �, I � 1, -11.1 .1 , � 11 I �
- _'.., "",e �I _� , � , FFI. III— 1�� V i,�, "it I I , 1� ,�'. I I
, �" 11 ,", � � I 1; - I , -1 I I I I I I I
'r I, � - t t� " ," " _,", � , �� , I', � zi,a�, 11, F � IF, I 11 I, I --I' I, � I I I prevent liquid ingress or egress. Install a gasket between the tank collar and the containment : ,_,� I � I I
, I I I �, "I I I
I " -, "I 1 ." 11 , , I , , I I I I I I
�Fi -, �' It , � , I 1 �IVI,A� �I � 1, -1 sump and make a tight seal with a petroleum resistant butyl caulking. I I i
11 I J3A F ,11 - tI.1 I" Itp�', , , , ., ,,IV , . I'll I .1 I l; t I- � 1 - ,
"IIIIIFF,1, - I I � I II tc_ I r -, I - I - , I I . I �
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, ;" '' It : It t� �� �r� � t M'� , ��, '' - ,,F
a, - I 11, ,� , � 11 I 1_1 ,I, , � I- it,;, ,,�, I I i" Ii, I I , , � 11 SCALE: DATE:12/07/89 n !
I P, , I , �;, �, I � "I - I I --,I(- I,, I, " I "I t I't , ", I I
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,I., III, I 111,�, 4 ,, -, , _� 10 �� ST 5IF,.,4;�_ �, , , � , , , V,1 I .�, I 1, I , I - I I � 11 - I
� F I - , %�, 7,I ,Z7, �,'� ': � � �t,Ir. - I , "I I � , .r . IF, � , � - 1 42"'' -, : �,�� � Test the containment sump with water if required by local inspectors or Company Rep. I - I r I I � cc)
I I 11 �1, , �,,_It, SI!,,�,, ,-,-" q�, �, �,I �, , � , , tV� ,,, , .", , � �, I'll � 1, I I I I F . i
d ,�� I'll 11 i , -1- 1. V I It I 11-
, , , 11 " .11 11 ,,I.;, I I I , 1 -1, " " - I .,I"t , I I I I � � DR.
, , - .1 �, i,", a- I � 'Ft" - 4 I r; ,� ',�i% II.,, ,I ��', I I ,I ,;, 2I 1 CH. APP.
, � - 1`FI --- , F, �' � I,- , I,- t I , , " , , I t I, I
1:1 .- - l: � , 11 I 11 I, � "I , I , I I, I 11 I
11, I , � F , ,,, I ,�,�,Fr � I; , , �tr'4 , � , � ,
t�, 1 "'ro , " IF , , I- - I I 11 11,,,FF1 1 11; " J11 I I -, �,� -, I I I - I 1; F Y �
� ;I I.P 1, � ,� 'j Vo'�� t'*' - , , I �, 11 r I 0
11 " ,,�� � t, �, � -IIII 'IF , I
I It., ta I., � ; i, �! � ,_,�`Fr� ,;��,�,"',�'�: - I � , . - � ,:, ,I 1� _l .� ", "I � I I I I , � I'll � I I I I ,I
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11 I'll � , el � I __.;�l FIA I - I 4,��I� ,I, - IF I 11. � FI � , � "I :; 17. INSTALLING THE SPILL CONTAINMENT FILLBOXz The Spill containment fillbox must be I ! I I _
" I�, 11 � " , ,", F, I , "I',", I _ � I - , , , ,, - I ''I I'll iW � I I , I I
I I I 11 . 11 - - , I e '�!F e' I I : I I 0
11
I.,,,�,, ,e ,. � "I I - 11 I � I V �;,, I I V� , I,,' I, � , � F,i% ,f,' I �
t I : p , �,F�' ", , ��, - , � "I " - . I I., - , I 11.1 . 11. � I, � e , "'' � i . I I � I I . � 11
F: ,, � "', "' , I�4� � , � QF�� " '' , I " I liquid tight. Test all fillboxes by filling with'woter for a minimum of 1 hour. There should : : 11 � l
�� ',,�_, , a", -I � , �-- - I 1.11 I � I", -___I?I IF
I -
I
- "I ,� � 1 141i i I I . ll�_
I ��, 1,-, � ,A-40,�C' , �, � �� %-� F I I � I V% " �, - I I �
: � ',�-, � I t� ,1 1� 'If' _� ` 11 I �, 11: . �,"_ � I , , L I �, I I I . 11 It, ,I �,:,� ,.F, :F_-' i 'A I I ;
't. , 11", "I 1. " t �1, , , - 1 � I 11 I i
,__:, � h V., 11 �111 , I , ,
�, � � i� � , ,�� 11 �, I I z , Pyl � � � , " .1t,7r ", , � I
" I- , F, V V'LQ, ,., � I, , , I � I �1_ I ,,,,-, I � I I I I I .11 11 I
", I � "I � � 19V, , � , % I I , , , "I I I ,� I ,�' I I ,� �, , � I I " F, , , � tI� I I I � 1 4 1 be no drop in the water level during this test. Do not drain water into the tank, I ''I i -, I I : , I
, , � - j�� - ,11,�, , 1� , IF , , I "I "I , I , 'il - I 1 4 � : , I � I I 1, ,
"I I I I 11 - � �z 11 - , " : - w " IF �,, , J , V';F �� , ,t�,, ��, , I F, - � , , I 1� � I IF, I
"'$.",t"�l , t�t ,V : -, , .,FF i II�', - " :, �-' 11 "I � I I I , ,i � I V " , - I I I i - 1 � , 1 I
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;; � I r ,4, , , ? � ,,, , � " 4, �y -
i �� "II , � � t � I I I I
: � iL .1, ( ': � 1Z - ,; ,ti ", , ,,�I I IF, �ec4� "", "I :IF � �-, 4 11. It'% � � i I ,I �, I �
- , � ,I I � �� I�;; � I El�%! , . -I � 11 � �:�, -S ��?% -, I', V� I ,IF, �ec4 .., - , , " Ill ,� , , " I A , It i �
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1 I , I ,t, a I I I � � , I &I ` ,ill- :�klll; *,X , , � ,IV I I � , � � ��, ,", � I I " , I i I � " e, , I , I i /, , I I I . I . I ; I I r, I I I . I I 1, I 11 � ', -
, I I - I I I � - ,I,
I I - � Z � 114, �JIJI �, � ,, ," iF . le , '. , , " I � � � , � . I , I 11, - I I � . i I ��;, , . I I � I I I � . I I I V ,,,, �
Ill , �� �',, -Jr I 4" , I , � I _', I I., �, � Y , , " , , V_ , V �,�� IF � � , �� I 1 ip 1 1 1 1 % 1
__ , , V� � I'l I i
11� A, _' `It� f �� 4 � ,�W'; ", 11 IF, ,, ,, III, ,� I I I � � � I I � , � � I F 2, L( , t
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I � F� F" I I
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� IF 1 " ," , , , "Ir. , I I � I -, I I 2LI I- II, I � I' �� I11111, V� Il�l;_,_ _1� ��� I I - I
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II.
- LIGHT FIXTURE
RE W/DROP LENS & 400W MH LAMP.
48"
--- LIGHT POLES 2 X 4 X.12 TUBE
---- LIGHT & POLES DARK GREY (GY-210)
24"
11/2° INLET - (3)
"
- ALUMINUM SIGNS FURNISHED BY CHEVRON(
45.1-
INSTALLED BY GENERAL CONTRACTOR.
., '' ''
1/2" CONDUIT (SPENCER OPTIONAL)
221/2°
DIA, HOLES - (4)
21"
-
"
9"
101/2"
101/2"
911
THIS VAPOR LINE OMITTED ON
SINGLE SIDED DISPENSERS
o
i
41/a I'
2
/ WINDSHIELD SERVICER BUCKET
N
/ DARK GREY (GY-210)
�.
I
_I-c3---
— _Gb—-
— - — - —
---—-— -—
- —d;I_ -
—
_}-- --- NR-WATER REEL UNIT WITH STLBRND HOSE,
-
I ' ' ICE
I I
I
IF
I
I
I
AIR
R CHUCK/GUAGE & WATER BIBB.
'.
(SEE SITE PLAN FOR COMP. LOCATION)
I I
I
I
I I
___ --- TRASH CAN COVER WITH
r
M
- —
�
— — -(��
— — —
— — —
I
— —
16 GAL. DRUM.
Y
„
n
(GY-210)
_ _ - _ , - 7 -
---- ---
----- - - - - --
I
I
tD
I I
I I
Y
�
- 4"X 4" TUBE STEEL POST
I I
� I
-(-&��-�3 -
— - — - {�— -
- — -—
- - —
„
DARK GREY (GY-210)
x
4ri
;. --- --I- -__
II
-- 1---------- -
OUTLET 1%2" N. P
3rr
��" X 1%2" SLOT,- (B)
TOP OF CURB
II 9t
11 II` I�
(WITH OPTIONAL 47271-
SEE SITE PLAN
li li
11 I�.. II
VAPORRECOVERY MANIFOLD
ONLY)
li
1 CONDUIT
MULTI
-GRADE
DISPENSER
BASE
f
d
SCALE
11121,
I
1
REFERENCE LINE MUST BE A LEVEL HORIZONTAL
FRONT ELEVATION
l
_ _ _ _ _
r--
LINE AT THE BASE OF ALL THE MPD'S IN THE ROW.
s
SCALE:1/2"-T-O"
- - -'I TI r'
(
I
THE ADJUSTABLE DISPENSER BASES
MUST BE SET TO MAINTAIN THIS LINE WHEN
ADJUSTED. IT MAY BE NECESSARY TO
ADJUST FINISH GRADE TO ACCOMPLISH THIS.
_
FINISH
GRADE
z
ro
ADJUSTABLE
DISPENSER
BASE
DISPENSER ELEVATION
(DEFINITION OF HM-21 REFERENCE LINE)
SCALE:(/4'-I'-0"
FOR COXWELL REEL
%" 0 X 14"LONG
ANCHOR BOLTS l8)� rpI
IN COLD WEATHER CLIMATES,
INSTALL A 12"PMANHOLE (PVC OR STEEL(
W/COVER! INSTALL AIR/WATER PIPING
BELOW FREEZE LINE. INSTALL AN
ISOLATION BLOCK & BLEED VALVE.
INSULATE RISER PIPING & VALVE.
(D
L7j/
° II II
SECTION A -A
SCALE: 3/4"-T-0"
°
° DRIVEWAYASPHALT/CONCRETE SLAB
°
i
- f
° PEA GRAVEL BAGKFILL
FINISH GRADES ACROSS THE LENGTH OF
THE CANOPY MAY NOT PERMIT ALL
DISPENSERS ON THE SITE TO BE AT
THE SAME ELEVATION, BUT ALL DISPENSERS
IN THE SAME ROW MUST BE AT THE
SAME ELEVATION TO ACHIEVE THE
DESIRED HM-21IMAGE.
m
NOTE:
SET DISPENSER PIT B
ABOVE HIGHEST ADJA(
GRADE TO ALLOW ADI
SLOPE FOR DRAINAGE.
DISPENSER PIT BOX TO BE AS MANUFACTURED BY FORMER INC.
2800 COFER ROAD RICHMOND, VIRGINIA 23224 (800)446-5799
MODEL • 3 PRODUCT: F115-390-3, 4 PROUCT: F115-390-4
MULTI -GRADE DISPENSER PIT BOX
SCALE NOT TO SCALE (PERSPECTIVE)
Chevmn
Chevron U.S.A. Inc.
Marketing Operations San Francisco
WO
REVISIONS
ADDED DISPENSER ELEVATION.
REVISED MGD. BASE TO CONFORM
TO MGR. DRAWINGS. „r Z :1, ,
AIR/WATER REEL & MGD.
CONCRETE DETAILS
SCALE: AS NOTED
DR. G.CH. CH
J
Q
A
Q
(n
Ir
LLJ
F/—�/
Q
0
LLJ
i
(o
N
CY
CO
DATE:03/01/89 N
APP. O
U
N
O
O
M-12
Mm
0
=
7
. K
2 1' 5 1/4"
EQUAL y EQUAL G
CANTILEVER BOX OVER DISPENSER rE��I1 I I MANNER B�
FRAME Pfl -WHITE BACK
ILLUMINATED
rGROUND
HOSE
NO ILLUMINATED - REO'0. FEB.
SIGN WARNINGS
4 1/2" 1'-9 1/4' 3 1/2' �_ 4 112'� 2 I/8' 3-3/4' TYP
3/4' FYP S
J
1—t ---- /— — — — — — — — — — — —
I ! 1 = = U COLUMN
BLUE BACKGROUND
WHRE LETTERS
REMOVABLE SIGN
2 -O
METAL VALET CABINET
GREY BACKGROUND
WHITE LETTERS
WHFTIE W44-835
r
I�
OPEN I
4 -0"
I1 �2 I3
A[GULAA UHLEADEO SUPEME
1/1
STAINLESS
STEEL \
OPEN
OCTANE 'METAL CABINET
RATING FOR PROMO SIGNS
NON-ILWMINAFLD
/
OPEN
I
J_-----T-----�,
Chevron— g
%jo---El
r
0
CREDIT CARDS HONORED 131 W
WHTL COWMN CLADDING
COLOR CHART
TYPOGRAPHY
1
NEW FULL COLOR CHEVRON HALLMARK
e WOPDMARY.
1
EXISTING FULL COLOR CHEVRON HALLMARK
® UNNFRS E5
PMS J47 GREEN
® UNIVERS 66
4
PMS 430 LIGHT GREY GY-450
e UNIVERS 67
5
PMS 431 DARK GREY GY-210
MATERIALS
6
CHEVRON OK-10-S BLACK
® PAINT
T
CHEVRON RE-JoO-S RED
®
ADHESIVE VINYL
8
CHEVRON OL-670-S BLUE
DIC CUT LETTER
® DECAL
9
CHEVRON WN-740-5 OFF WENTE
® METAL
10
CHEVRON OH-835-5 WHITE
3M PANArLEX FLEXIBLE
O SIGN FACE
13
1010=0'
8 -9"
ITMO
5 1/1'
11'
J=100
6"
8` LIGHT GREY GY-450
1-1/2' WHITE WH-SJ5
9-1/2' WIDE TAPE FILM
OVERLAY BY GRAPHICS
CND PANEL\_ INSTALLER
DIMENSIONAL LETTERS
NEON, WHITE ACRYLIC FACE WITH
BLUE METAL RETURNS (BY OTHERS)
Self
INFERNALLY ILLUMINATED MODE OF
SERVICE SIGN WHITE BACKGROUND
WITH OPAQUE DARK GREY (GY 210)
6' LETTERS (BY OTHERS)
Cantilever Box End Panel
and Canopy Detail
INTERNALLY ILLUMINATED
C-20 PLACARD MOUNTED
HALLMARK ID SIGN CABINET
IM=4S'-O uu=TA, -n
LOCATION
QUANTITY
TOTAL AREA FACADE SURFACE
SIGN DESCRIPTION
TOTAL AREA SIGN FACE
SIGN COMPOSITION
METHOD OF
ELECTRICAL
ATTACHMENT
CANOPY
LONG SIDE
1
3'-8' X 85'-0" = 306 SOFT
3'-8" 9Y-0"
"CHEVRON" WORD LOGO
I' -II X 8'-6' = 163 SOFT
LETTERS NEON, WHITE
TO CANOPY
NEON
(SEE FRONT ELEVATION)
x = 331 2 SOFT
ACRYLIC FACE WITH
FASCIA
BLUE METAL RETURNS
SEE DETAIL
CANOPY
NARROW SIDE
I
J'-8" x 38 -0" = 136 8 SOFT
3 -9 x 45'-0" = 162 0 SOFT
10 SIGN CONSISTING
OF `CHEVRON'
V-7' X Y-7' = 2 5 SO Fl
C-20 PLACARD MOUNTED
TO CANOPY
INTERNALLY
(SEE SIDE ELEVATION)
WITH
BLUE b WHITE STRIPES
HALLMARK ID SIGN
FASCIA
ILLUMINATED
CABINET
SEE DETAIL
SIGN CABINET
STO EFROONTELEVATION
(SE(MM)
I
(IM) 3' -8" x 20'-S` = 74.4 SO FT
3'-8' 1J'-0" 7 FT
' 24 HR
19' SIGN = 9.5 SO FT
DECAL LETTERING
DECAL APPLIED TO
N/A
X = 47 SO
14" SIGN = 5 2 Son
RED 1360
BUILDING PANEL
STORE SIDE
2
(IM) 3'-8" x 46' -113' = 171 7 SOFT
(MM) 38'
'FOOD MART"
DECAL 622 9 112" x 102' = 6 7 SQ FT
DECAL LETTERING
DECAL APPLIED TO
N/A
.3'-8' x - 6' = 141 2 SO rT
DECAL 621 11 1/1" x 129` = 10 3 SO FT
WHITE 1835
BUILDING PANEL
DECAL 620 15 112' x 172' = 18 5 50 FT
STORE SIDE. DOOR
2
CASHIER`
45 3/8' x 6 7/8' = 2,19 SQFT
DECAL 1614
DECAL APPLIED TO
N/A
GLAZING IN DOOR
PUMP ISLAND
SPANNER BAR
2 WITH
2 FACES
13'-11 x 2'-9' = 383 SOFT
ID SIGN CONSISTING
"CHEVRON'
I'-10' x V-6 1/2' = 283 SOFT
DECAL OF BUCK
DECAL APPLIED TO
N/A
(SEE SPANNER GRAPHICS)
EACH
OF WITH
BLUE k WHITE STRIPES
LETTERS WITH RED
PANEL
h BLUE TRANSULCENT
STRIPE
PUMP ISLAND
4 WITH
8'-3' x 2'-4' = 21 7 SOFT
VARIOUS DIRECTIONAL
N/A
DECALS
CANTILEVER BOX
2 FACES
SIGNS -PUMP NUMBER
SEE DETAIL
INFERNALLY
OVER DISPENSERS
FACH
-CREDIT CARDS HONORED
ILLUMINATED
(SEE SPANNER GRAPHICS)
-LEGAL INFORMATION
SIGN CABINET
PUMP ISLAND
CANTILEVER BOX
4 (IM)
J'-I 1/2' x '[' S' = 36 SOFT
SELF" OR "FULL'
6' X 12' = 0 5 SOFT
WHITE BACKGROUND W/
SEE DETAIL.
INTERNALLY
END PANEL
d (MIN)
MODE OF SERVICE SIGN
OPAQUE DARK GREY
ILLUMINATED
(SEE DETAIL)
SILKSCRFENED
SIGN CABINET
B LETTERS
PUMP ISLAND
4 WITH
3'-0 x 3, 4 = 9 SQ FT
POINT OF SALE
3' x J' = 9 SO FT
POINT OF SALE
2 FACES
ADVERTISEMENT
INTERCHANGEABLE
N/A
SIGN CABINET
EACH
PANELS SLIPPED
(SEE GRAPHICS)
INTO CABINET FRAME
DISPENSER
(SEE DISPENSER A
4 WITH
ID EACH
4 -0' x 4'- 2' = 16 7 SO FT
10 SIGN CONSISTING
'CHEVRON
6 3/4 x 5 1/2' = 0 26 SQ FT
DECAL
DECAL APPLIED TO
N/A
OF WITH
SPANNER GRAPHICS)
SIDE
BLUE k WHITE STRIPES
DISPENSER SURFACE
CAR WASH (SIDE ELEV)
CW-1,2
1
"CAR WASH"
DECAL 618 152' x 1S 1/2" = 164 SOFT
DECAL
DECAL APPLIED TO
N/A
MASONRY
3 -8 X JS -8 = IJ4 0 SQ FT
BLUE LETTERS ON WHITE FASCIA
CW-1,2 METAL
J'-8' x J4'-6" = 129.4 SO FT
OR
BUILDING PANEL
WHITE LETTERS ON BLUE FASCIA
CAR WASH FEND ELCV)
1
CAR WASFF
DECAL fi19 114' x 11 1/2' = 9 1 SOFT
DECAL
DECAL APPLIED TO
N/A
CW-1 MASONRY
J'-8' x 22'-8' = 85 3 SO FT
WHITE LETTERS ON BLUE FASCIA
METAL
3'-8' x 22'-3' = 834 SO FT
OR
BUILDING PANEL
CW-2 MASONRY
J'-8 x 24,-0' = go SO FT
BLUE LETTERS ON WHITE FASCIA
CW-2 METAL
3'-8" x 23'-5" = 819 SQ IT
AIR A WATER
1
SMALL FREESTANDING
SELF SERVICE
S/S 14 1/4' X 14 1/2" = 1 4 SQ FT
METAL SIGN
N/A
DIRECTIONAL SIGN
AIR/WATER
A/W 14 3/4' X 14' = 14 SOFT
TOTAL = 2 8 SO FT
Air and Water Sian
1'-7
IM=35'-6 MM=28'-6 4 -9
METAL FASCIA WH-740
I J'_0
8' -3 CANTILEVE
SPANNER BAR
1NTERNALL'
CABINET A
INSTRUCTK
N
WHITE COLUMN
CLADDING WH -835
1
L
Q
+11
1
DINT -OF -SALE SIGN CABINET
t BOX OVER DISPENSERS
' ILLUMINATED SPANNER
40 FACES W14-835
N PANEL BL-370
P MULTI GRADE DISPENSER GUARD POST WH-815
NON -ILLUMINATED 3'0' STAINLESS STEEL TRIM W/REFLECTIVE DIAL STRIPES
VALET (WINDSHIELD SERVICE
Side Elevation AND WASTE)
CANOPY, CANTILEVER BOX,
DISPENSER, and SPANNER
STOP
(OPTIONAL)
2' x 1'
INSTRUCTION
SIGN 2'0'
DECAL LETTERILIC BL 310
ALUMINUM PANELS
Entrance
CAR WASH
CANOPY SIZE _
FlUILDING TYPE
CAR WASH TYPE
nrrm Ir1Trowr mu o,c
Side Elevation
PROJECT IDENTIFICATION
a SIGN and GRAPHIC ELEVATIONS
7
6
5 ISIUdW UW
Chevron U S A Inc
f Marketing Operations
SCALE AS NOTED DWG No
Sim
L21 DATE 3-4-89
SR-w2.-al
REVISIONS No Or Dote DRAWN. A Dunn
CAD nLE ADDRM \CHEVRON\RANG CV12-n2D•
" —1
M
FRONT ELEVATION
( Face CC& retainer not shown )
/ -7
11l T2 DL/HO
/amp
fit- cone
Ok
. i h
.."L ;v
a„
„
END VIEW
/2 x / � c/ose 171pple, lock C
bond nut req'd 0-0
elect, (outlet
A
-ELEVATION
White - —
WH-835S
Red- —
RE- 360S
1332 P
fyp
9/r,R
yp
O
1-2 8
FRONT ELEVATION
Scale 3
090
� O
34 g
no
0
CROSS SECTION
ALUM. FILLER
Scale s Hair-
C
O
20
7
/w 50
2 , 34
END VIEW
GENERAL NOTES:
1. WORKMANSHIP AND FABRICATION SHALL CONFORM TO
A.I.::.C. SPECIFICATIONS.
2. STRU(TURAL STEEL SHALL BE A.S.T.M.—A36.
3. WELD NG SHALL CONFORM TO A.W.S. SPECIFICATIONS.
ALL GROOVE WELDS.SHALL BE FULL PENETRATION UN—
LESS SHOWN OTHERWISE.
4. ALL FABRICATION AND ELECTRICAL DETAILS MUST MEET
U.L. REQUIREMENTS.
5. ALL LHEFT METAL SCREWS AND POP RIVETS TO BE STAIN—
LESS STEEL.
6. SIGN IOX INTERIOR TO BE PAINTED WHITE.
7. DESIGN WIND PRESSURE 47 PSF.
8. ALL FERROUS TO NON—FERROUS SURFACES TO BE SEPARATED
BY TAPE (3M /355 POLYESTER CLEAR OR EQUAL).
9. FACE: .125 U.V. INHIBITED POLYCARBONATE OR .125 DR.
ACRYLIC. DECORATE FACE BY SILK SCREENING ON 2ND
SURFACE.
COLORS: CHEVRON BLACK (BK-10—S)
CHEVRON BLUE (BL-370—S)
CHEVRON RED (RE-360-5)
REF. DWG. 81—HQ-351 FOR "CHEVRON" GRAPHICS.
10. EXTRUDED ALUMINUM TO BE 6063—T42, MILL FINISH.
\�
ELECTRICAL
INFORMATION:
a.
`
LAMPSs (2)
FIB T—l2 H/O D/L
BALLAST: (1)
2—LAMP BALLAST
AMPS: .75
AMP
y
�
[:/6
d
d
Q
Cn
4J
CROSS SECTION
ALUM. RETAINER
Sce
le = Fu I 1
rlW.,
C-20-PLACARD MOUNT HALLMARK SIGN
.
Chevron
U.SA.Inc.
REFERENCE 'SMC. CO-100'
�a ."ovSte,
.._,.�
JOB
REVISIONS
SCALE: AS NOTED DATE: 01/27/88
`
DR. MNN CH. WQ APP. AV
„ 3
L/206 -),?o/
RETURNS - CHE
BL-370-S BLUE
(GLOSS FINISH)
23-1/2'
1-1/2' TYP. O
FACES ROHM 6 HAAS--'
#W7328 WHITE ACRYLIC -
GLOSS FINISH
ELECTRICAL INFORMATIONS
NEONi (2) ROWS OF 12MM 6500' WHITE
TRANSFORMERSt (1) 6000V 60MA 6 (1)
7500V 60MA NPF
AMPS, 7.2 AMPS
CIRCUITS REQ'Dl (1) 20 AMP/120 V CIRCUIT REQ'D.
INSTALLATION NOTES,
i
I- POSITION PAPER INSTALLATION LAYOUT (PROVIDED BY
MANUFACTURER) ON FRONT OF FACIA MAKING SURE
PATTERN IS IN PROPER LOCATION AND IS LEVEL.
2- DRILL PILOT HOLES THROUGH MOUNTING HOLE AND ELECTRICAL
LOCATIONS ON LAYOUT AND INTO FACIA.
3- REMOVE PAPER LAYOUT, REMOVE FACES FROM LETTERS
AND RAISE LETTERS INTO POSITION. INSTALL AS DESIGNED.
4- MOUNT NEON TUBING INTO LETTER AND REATTACH FACES.
5- MOUNT TRANSFORMER BOX.
6- MAKE ELECTRICAL HOOK-UPS AND TEST TO INSURE PROPER
OPERATION.
7- CLEAN ALL ELEMENTS AND REMOVE ALL CONSTRUCTION DEBRIS
FROM SITE.
NOTE,
I- DOTTED LINES IN SECTION Q1 DESIGNATE INSTALLLER
FURNISHED FASTENERS.
2- THE ERECTOR SHALL BE RESPONSIBLE FOR DETERMINING IF
WALL CONDITIONS ARE ADEQUATE FOR LETTER INSTALLATIONS
AND DESIGNING ACTUAL ATTACHMENT. IF REQUIRED, ADDI-
TIONAL SUPPORT MEMBERS TO BE ERECTED PRIOR TO INSTAL-
LATION,
GENERAL NOTES,
1. BUILDING SIGN COMPONENTS SHALL BE FABRICATED FROM
FULL SIZE PATTERNS DEVELOPED FROM A PHOTOGRAPHIC
STAT.
2. WORKMANSHIP AND FABRICATION SHALL CONFORM TO A.I.S.C.
SPECIFICATIONS.
3. STRUCTURAL STEEL SHALL BE A.S.T.M.-A36.
4. WELDING SHALL CONFORM TO A.W.S. SPECIFICATIONS,
ALL GROOVE WELDS SHALL BE FULL PENETRATION UNLESS
SHOWN OTHERWISE.
5, ALL FABRICATION AND ELECTRICAL DETAILS MUST MEET
U/L REQUIREMENTS.
6 ALL RIVETS AND FASTENERS TO BE STAINLESS STEEL.
.060 ALUM, RETURNS
CHEVRON BL-370-S
n
BLUE GLOSS FINISH
1 JEWELITE TRIM CAP
5'
�i
CONTRACTOR TO DESIGN
(PAINT BL-370-S BLUE)
L FURNISH ACTUAL
W/#10 x 1/2' PAN HEAD
ii
ATTACHMENT BASED UPON
SLOTTED (4) PER LETTER
FIELD CONDITIONS 6
PROVIDE ANY ADDITIONAL
i
i
SUPPORT REQ'D.
i
i
iL
i
i
i
1-3/4' TUBE —
STAND AS REQ'D.
12MM 6500'—
WHITE NEON
TUBING (2)
ROW REQ'D.
E 2-1/2' C/C
PAINT ALL EXPOSED METAL FASTENERS TO MATCH SUR- 1/4' 0 DRAIN
ROUNDING SIGN COMPONENTS, HOLES AS REQ'D.
7. ANY STRUCTURAL STEEL FRAMING TO RECEIVE ONE PRIME
COAT OF SHERWIN WILLIAMS ZINC CLAD '5' PRIMER AND
ONE FINISH COAT OF POLYURETHANE PAINT. #10 x I/2' SMS
8. ALL METAL PAINT TO BE POLYURETHANE. PAN HEAD
TIGHT SLOTTED
9, ALL SEAMS TO BE CAULKED WEATHER ,
10. ALL FERROUS TO NON-FERROUS SURFACES TO BE SEPARATED
BY TAPE (3M #355 POLYESTER CLEAR OR EQUAL) OR ONE
PRIME COAT OF PAINT.
r
(3) LOUVERS ON EACH END_
W/ALUM. SCREEN INSIDE
SEAL W/SILICON
.090 ALUM. TOP
(ATTACH W/#10
S.S. SHT METAL
SCREWS) (6)
il 090 ALUM. TRANSFORMER
/2' TYP. BOX x 3' LONG E REMOTE
LOCATION DETERMINED BY
i FIELD CONDITIONS
6'
(1) 6000 V 6 (1) 7500 V
60 MA NPF TRANSFORMER
U/L LISTED DISCONNECT
SWITCH AND BOX
3/8' HEX BOLT, NUT,--"
WASHER 6 LOCKWASHER
(ACTUAL CONNECTION TO
BE DETERMINDED BASED
ON FIELD CONDITIONS)
r
3/4'0 CONDUIT NIPPLE
W/ LOCKNUTS PROVIDED
BY INSTALLER
3/4'0 RIGID ELECTRICAL
CONDUIT TO REMOTE
TRANSFORMER PROVIDED
BY INSTALLER
I
.090 ALUM. BACKING
`--STAINLESS STEEL
POP RIVET
1/4' 0
DRAIN HOLES
(4)
SECTION O
SCALE, 1/2' - 1'
iR
1/4'-20 X 1'
HEX BOLT, NUT, WASHER, 8
LOCK WASHER (4/TRANSFORMER)
FOR MOUNTING TRANSFORMERS TO
BOX
chawm CHEVRON BUILDING LETTERS
aft 0. Chevron U.S.A. Inc. ILLUMINATED
Mffko g flperum Sm ftmsco
2'-0' HEIGHT
REVISIONS INDIVIDUALLY MOUNTED
O SCALE, AS SHOWN DATES a—oi-88
DR. J. MA CH. APP.
W16
+■
v
:- `aST ALl, r.p IO. N./v:
. ,•.,- , caWt�l,> �'g: : °";'. 'r.LE-_—T.�RI_.CAL _—I—: ?_O_R.�M—AT
Ir llLlEt.,NE ;XTG/�1C F^1C.IM.AND h.:) MOUNT! 5NNEF--F. CANTILEVER X�( SL—A_bF'TD) a-
> `+'
,, �,. 2 L• i-, IA,MPS
C /Q U t // n G✓h! ; @ ") T .,s. LAMPS: (,) .. 9 u I 1 D , ,0 _
AFTER CHANNEL IS IN PLACE, INSTALL FI,A.[ ..tbCr ONu a ,
m.; C, a _ c ... ,< •+, :-. ;. BALLASTS: (i' 4-LTuMF r". ".L',AS'L
WIJ U J OF COLUMN CLADDING 7'0 CULUM:J BY ,RILLIN( COLUMN +' x+'4... S r Y �b
_ INSTALLING THREAD CUTTING SCREWS AS
AMP.. 3.85 AMPS
,• � � � AND IN,,A„L:NG 1/4"�
DETAILED. 1N.,1.iI.L CLADDING AS CLOSE A5 POSSIBLE
itY /(_ L/� r 10 CARDS. SPANNER S F *.ND BOX {2 2z_Q'D.i
! RAISE SUPPORT 1 U MING INTO 20SITION AND ATTACH LAMPS: Cl) F36 & 4) I30 T12 D':/:-i0 AMPS
R iBALLASTS: (1) 4-L,;_MP BALLAST
�� rl O UP1:.(lR::' CHANNELS AND F M F' �.4 R, AMPS: 2.0 AMPS
/- 14 " G thd. c C/}tj,• >, _ 4, ATTACH SIGNBO? I S AS DETAI E ' AND MAKE ELECTRICAL
,
h "{ BOOR -UPS TO DISCONNECT SWITCHES. SPANNER S.F. CENTER BOX (4-REn'UD)
f27 (2/Cj } j `v l S. INSTALL DOWN LIGHTING .1S DETAILED AND MAKE ELF.C- LAMPS: (8) _ 8411 2 DL NO LAMPS
TRICAL HOOK-UP. INSTALL BAYFL!• AROUND PUMP DIS•- BALLASTS: (2) LAMP BALi_I>,STS
!s A PE:NSEP WHEN PUMPS EXTEND INTO SPANAER AREA, tisi'S: , -70 Sg 1,
F ALlry). Z_ 2x2x�G ,; Jx � G. TEST ALL E:�ECTYICAL CIRCUITS TO T.NSUPE PRQPUR
/ SPANNER ?i LICH" NG CI N'f'_.':. SECT TON
4„��to �.IG'�G iL✓r ,�: OPE111P11iN _ - . — ----- - -- --- ---- _
._n.� 7 ATTACH OCTINUCUS ANGLES BEHIND CANTILEVER AND...�.�-
rYPs (') Girl L/Ho LAMPS
,� � 'i. CENTER SO;:'S AS .;1:OW", TO SU_'1>0121 EGhCa,'�':'E. _
IAL ASTS: (1) 2 ST .1 fix! Al Y ? fikkl �-rl
/L✓✓./ INSIA�L F' CIATY n -- ---- —
i. i p V 1 ... '., ) 1'iAr A.. �. �S�I.:ii� ^'i.,& ?„. u I Q
^;. 7/� ; 01.11S .3 T11yiLC ;,—. YI I'h f'�/"1lIY l.C..!�iF.daM�. T"dw. F R ,nt M• !! \ jj i/`,� Y s 1 TI'� .. ..__._.
- s i' �V.(1. s
§ A'S'1'ACf! "CHANNEL" :iA1EJ CLADDING CLOSURES, FRONT _�irJrii�.rf ;L\Nl"Li�!I�' �`` `/1..._.' '_.--_---
�la .e, , MUMS }s Rancoca
I _
/Q X /Q CG%t-.IM/�--" _ N ;A' "'O SP'C1'ION;> AI,P.EA'JY T,T'I'AC :,:.Li TO COLUMN. is": -T :�. ;r. r�l a v' 2'x', � 7a �f
AND BACK, 1 1. SPANNER 0' i._(sll •/• t "Tf_ 1J7 My +C la rclr Suer ly r'4 rfr�,C ��: DRkAl
,. �r-T/1 1 r —{
INSIAGL CLADDING AS CLOSE A,, POSSIB 0 G ADE -_— _--_ - -- ----_----_--__
.A INSTALL 1 OP CLOSURES. AI 1 C,;� Yr ::9`t, n`0;� T „ �Yr, ' : ' i'7 r:O MI ', seawwscaw�e�wwww.asn>m�+on+. w.rw+�wrar+nw, <_, 1 i\. rv1 l t 1 1
:r -. 1 , cc
., r,AL1C �,. ,. :,iv 1P:' .) Fi.-•, ^'12 .iil -' ,. ism•. � A d ✓L_a7 �..
. ----' '
OF S1G'�!i0 a.,� AND I'JS�'T"L (2) POP PPJt''1'S A"-' FACE 1d Tc. !_; r... _ - --_ _.
{ h �
_ OF CLADDING AND AT COL':MN. i.,;"'I:>S i.85 JL'?P � S�"lam �C:`._�.' �h?E r'1 _1,-
10. CLEAN ti NT "E .NNER ANU RKYOVE ALL CONSTRUCTION TOTAI ` ?pp. ~^
DEBRIS1'.l?i.l,..i SITE. (• r!1
-;' IA. OUC" &Y DAIACK TO PAINTND AQEAS; OF SIGNS AND 40.�TT
LU:�1N CQ YR_ l --- - ✓
�. ,.,•...n»m.r
-,..,wr..,..,.rs-ear.�..y..,vrwc.w.r.,"„wrn.,>w.,..:.,a�•<.... a. ,..or..,. .,. w.sm,+.,r ,m..: w....car.nu .,ws. .. ..,irw.rar.xr:+r�.w..« �a..nv..+o..,.+r•...n..,wr.,..;�w:+w��.:.a..�,.ws;..:m+.c+eow:mn.:.•w.+w wx•,u .vaer+s.w�ee..snww w.:�o�.r>,en.... Auexvxwlrcra�+ ,
r
,
-. ..:, ..
u
,
..u.dr.a'u
u .....wL::0..a,i ...,.. .;� .. ',:_,. - -:Err,III., ,.,. , laWiWltldlin'�i�" .,�.. « m n ee.e i�,:a �t.. .,,W... ,.._.. .,..,..�.,, ,--_. ....,. Z—
•.. ....,,__ �......,...:.........._., _. ..-,_��..udlL......:_'_.u.
p
p
hd
loif
Q3t (�
�. �9n�
rr.N,v
r
f:
"t
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,:
r
I 11 I I I / , �
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I
n
01 General Conditions
TLns Gerveral Candiliard apply to all sactnru of the specifications as if stated separately n each sactm
COMPANY REPRESENTATIVE: The Division Manage-0peatiom or Representative authorized by him,
hereinafter rsfrred to a those specticatiam as Company Rep.
STATUS OF COMPANY'S REP. Company Rep. has authority to make oil decisions rogarding walk
performed under this contract
WORK INCLUDED: Am labor. met". nditin ad equipment regal" for ful performance and
completion of work heart specified or shown on accompanying drawings. Scope of Work and Bid
bmnstm nchudirq proaremmt of and payment for ad necessary punts. utntm, sic- Wen
otherwise mind on the plain w somik2 m of specified by Company Rep.
DOCUMENTS: Orawiya wed specifications Wil cooprstiw. Execute wok indicated in am in of
indicated in both. Work not detailed or specified must be sane mutely red type as work detailed or
specified C- recta shad drily all dner�.m and cometsim on the sill. Report at ace any
disaepanu -ourvd between comings. &Pmiicatnm and site coroitiod for adpsrmem by Common
Rep. before stating wok in question. Under no circumstances should work in question he started if A
discrepancy a discovered shr award of Contract. Tariffs of contract apply to this work. Any
drawings wit! specifications Funneled by Company we Companyh property and most be returned at
comyetwn of work- Contractor to kelp a complete cat of daww qs and WKificatnm and wry
pertenem s pyemenul documents on the ph at ad then. When the wad PROVIDE is used an
dawwegs w n specrficstiom, at shad be take to weave "firreee and latad."
LAWS, CODES. ORDINANCES. AND REGULATIONS: Laws. Codes. Ore' Is ad Regulation wick
apply to this work mat be rigidly followed. Determine m drefi of any vwstmu bstweau yore Or
spKdCOOM and governing Ordinances, etc.. sells Company Rep. before star" wink.
PRECAUTIONS: Protoct ado property. earthwat trap. etc_ from &magi wed On Proper w rim
notice of proposed wok to adloneg ppertV owner. Repay any damage to 86P" Proportion
caused by thus operation to satafaction of CorpngY Rep. Protect completed work from damage rod
accepted by Company Rep.
MATERIAL To be now, purchased locally if possible. and of brad bran spwfiot Braude cod gale
specified are appeared and wecholed to establish type and quality remeraments. if Contractor weed
prefer to substitute brands or grades that we equal to time speofied. information an Proposed
substitutions must be submitted to Can"" Rep. prior to proarernt to detwmn accplability to
Company.
WORKMANSHIP: wood quatty and attempt abte is Compaq Rep. sod areatM the Imclsby Standard"
for the type of work calind fr.
SUBCONTRACTORS: Acceptability of & beer& min should be dsctssed with the Company AW
before bid s submittall but atom or work included in version sub emaracn wed be determined d by
General Contractor alas otherwise rid is speafcrsm or accamparymg &nomnm
SUPERVISION AND COORDINATION: Gwerol Con rgorm it raaorsitiie for Progreso. ascutm ad
*witty of SWxoauatwi wort and a to coordrmts and exporting pamvwmm of matwiW aid
performance of work of respective trades and Subcontractors. Gereral Contractor to have the sanm
qualified rnpomible reprnamnhrs who understands and speaks English fluently my an the ph at are
times, rctedsq tin of fuml uspeetm General Contractor in responsible for establishing and
mei iti iorg of ad let Wien and gads shown an pleas v Khoneac impend Gaining Contractor a
maotm an a secretion conditions for other trades and ermactrs. nckdiny stand oredrs. Panay
or pantry amvactos- Before parrs begs work. General Contractor that rupees debre red Yana
Prtemsas brom dace_
Rotpen of diet end dmbrq fae glass, Mupaem rd fban in chum rsmdtion. Tale mom to muid
damaging r namg Prot. cemate. I&, Ott
Any indwidend rsmstrMeton rely nrpoma , to Crpaq Ouch as stem bd6q, pert', panting,
hidscape, Or Kh wL wig dean up after than rip w wrL
TESTING & INSPECTION: The metre and type of tan arece wepectnm to be condcld. n addition
to tans specifically called for an the plan or a the spedficatms wi be tested by Coopmv Rep.
media "Scope at Work". Tin cost of such lasts wri be paid by the Compaq.
N the Company Ree. dalmatian. dung the cewn of smtrleuon, that addition* arpectmm Of
testy. whether by Company Rep. Or a latry opwy. am necessary, the Contractor shad Coowm
n making arrangements for such tests. H work a oueste s on not yet been installed and aenewed
mat" is satisfactory, payment for tie test shad be wade by Company. If the met" a
rtsatarl ctry. at shad be replied a an additional east to Company, stad the cost of Its tat shall be
fad by Cetracron .
Fa work abed► starch h r nest be Intentional in sides to be testedl. it at is defective. the
Contractor shod boa the expense of such ucamng, testing. OnpKtion and replacement of
defective antral r comtrtrclot H IN wart a not foul delocing, Contractor win be showed an
,insiders a the contract pries a an extension of the crmsct rune. r both. directly attrleutabee to
ode wcovmvl. posting. etc
GUARANTEE Guarantee as work udw the contract fits of defective matwiah and workman p fir
a year tram data Of final axaptW=. calm fthWWM SPdii*t Crrain defects discovered Within
guaantng pied without cast to Can"".
02 Clearing Site, Excavation, Grading and Backfill
COMMENCEMENT OF WORK: Doi t the smtrvctnn period. Contractor Will Post and ruaeun canes.
pase,L" posters *ban such Posters me hrMghW by COff y- ,
ypI pea torhem shown an plml we to be rstaled when work commences.
CLEARING OF SITE Included le tin work sly when ad as spouted by Company Rep. Refer to the
Sint Plan (Grand A Grade Pistil for the alas It work reposed
EXCAVATIONS: Excavate only to depths show on Has or Is specified by Compaq Rep. Becifll
foundation excavations with cecras it acaratm is carried below required depth. Provide shoring es
accessary. If water condition or rock is encountered. report to Company Rep. for instructions.
NNOERGROU40 TANK INSTALLATION: Refr to complete specifications & To* and Product Ppiq
Installation drawings.
FILL AND BACKFILL- Remora debris. vegetation and other decavable matte. Am fig "" stew
ethervrss specified shay be of granular nature containing seffaeeent binder material to Produce the
required carnme tin No vegetation or extrarears met" permitted. General Contractor to Provide
compecie test for certification of fi when compaction test required by local code or required by
Plam-
Knew fig mat" approved by Compaq Rep. befors stating work. Spread fill met" in lifts not
exceeding 8 Inches in unsmpalad thicknat Rocks excndmq as inches 16'i in Ingest dunensiwn
sit permitted in top 30' of ftd Compact all fill to at east 90% relative compactin a determined by
ASTM Test Desgmtion 0-1557.
GRADING: For comets slabs bring subgreds to within %' of required slevatiard, allowing for thickness
of slabs shown on plans or specified by Company Rep.
For asphaltic parenem brig ssbgnde to whhgs 1' of required aevatnm for yard paving, allowing for
thickness of pavemem and fuse shown on Scope -of -Work. No apart or export to be reared for
allows to make foe grads Ix %"L
Raqh grading within planter moss is the responsibility of the General Contractor. Sections of planters
designated to receive 'l indscapr Planting" art to be 7" below the top of adjacent planter curbs.
INotr. Planters added to exatkg asphaltic concrete areas n yard may realms additional excavation
to remove rock base and grown topsd. Additional slid must be added to make requr d rough grade.)
Sections receiving "Podyloom" Landscape Surfacing we to be graded as specified under "Surface
Preparation" on Landscaping drawing.
SPECIAL REQUIREMENTS: The above specifcatiom may be modifed by a kensed Sods Engineer, as a
result of a subsurfau rwestigatm Reports of such investigation will be frnshed to General
Convector by Chevron US.A..
When *usual sad or rock conditions we indicated, requiring continuing on site inspections; by Sods
Enigmas, the Compaq Rep. may detarmw that the Sods Report will take precedence Over
specifications Iran.
When work is to occur within existing planters. cwefu8y remove plants. bag and bag roots and
mantas alsmiefe on the site dureug the construction pet-od.
Upon connotation of contraction work, replace Parts. fin" and water.
ASPHALTIC CONCRETE PAVEMENT: Refer to Marketing Operations Standard MOS 243.7 for
complete specifkatom. and to "Sups of Wart" Uor Revamps: Patch all pavement removed as a
result of this comtruction war"
03 Concrete Work
SCOPE: This section wckidez all atom and reinforced Portland Cement conace. reinforcing. formwork.
admixtures and accessories required to complets the crosnucuon wait shown on the accompanying
plans.
MATERIALS:
1. FORMWORK: Plywood, steel, he", wood fiberboard. or a combination of these materials.
Surfaces must be tree of defects which would adversely affect the concrete fist
Forms may be omitted from unexposed work if excavations do not ngcw t support-
2- REINFORCING STEEL Deforms d steel ban meeteg the req wr is of ASTM A-615. Grads
40. Matenal shad be free flan runt, scale Is emitting.
3. WELDED WIRE F.`.BRIC: Won shad conform to ASTM A-82, swificatirs far cdddrawn stool
w-i for concrete reinforcement. Wire mock shad conform to ASTM A 185. Udess otherwise noted
on tie Plain, all concrete slabs which we not reinforced with bars and which are 3 nches its
morel thick shad be reinforced with 6 - 6 W 1.4 - W 1.4 (10. 101 fabric.
4. CONCRETE MATERIALS:
a) Portland Cream shad conform to ASTM C150. Type I a Type If. Delivered a original, labeled
consensus from a sigle manufacturer win kept dry until it is used
What r is necessary to place anon comets stabs a serrin as rapidly as on, . Type W
(High Early Strength Portland Cassel coy be wood when authorual by Company Rep.
Ill As Entraining Agent, confamny is ASTM C-260. shod be added to the sweets suture for all
slaps and surfaces to be apossd to weather.
cl Frio and Camse Aggregates for normal-grOgm concrete shall conform to ASTM C33.
-Specifications For Corecrats Aggregates". Each rim of coarse aggregate. as wed as the
combnator of sin what two or mire we red. shad conform to the ppropreu ASTM
gradmn i rowxe am t.
Aggregates shad be chose, hard and mrrforrowy, graded sad. crushed rock Or grant. fre help
Loam, clay Or srgalc matter.
0 Admixtures may be used ely milk specific authorization of Company, Rep. H used. they mat
neat ASTM C-494 requirements for than pigpens twister redcng, set retaranfi w
accWratrg, atc.1 IN AN Casa, a chwge m wslrn:rn M rats Shad om affect the specified
design ewn" sae suengtt
Use of admmtwu wench console Calralsm Chloride s am prwtteL
Watr shal be der and fir is drink.
Eapaum Jolett %' tluet peoWW aspha ie type, whys shore an plans. Fell depth of dery
mrma %'.
1) Vapor Barred. 4 and pdyetkown shut a to be placed err I ad Ron slabs which we an receive
tit r rosins Rooray. Lap adges W sleets a accordance wire mawdactrr's
recaumudetiesc
III YnprvwA Membrane Corky Compouids sham conform is ASTM C-309. dot of ad to rife a
MMMIWtWr's CWKMer. COmPamd shad mu tfWMWOm with A fwgmle dye which Wig
disappear w Khm 48 hors. the sely products which we complauble with subsaaoant ca..
fiches tai6w tie. eteJ
it Caernq Apem dud be added te the expect. mu at the rats specified by dW mamdKturr to
achieve maximum cold downy. Fished appearance shad be tmiwm tkurghrr the cheored
surface. Tie Follow ay wrfaas And be cleared eared bill:
Tank slabs, ofrkm slabs. pump blocks, biding Hors were as addioend final.
In the case of rave pa, cola eeglrwnwtu may be modified as amid exatnn Or whacest
surfaces -
Calming agent shad be produced by Days Colors Dwwe of Rockwood I dustras- Or approved
equal.
CONCRETE PROPORTIONING TABLE
rt� Se If 16nr.en, 7 Dw rw. waW Loser Evewee E.moviwe
caeeeeaee Ceee cawee taesasee Caeca we awn A. Met Air. Seewe
Snam a Am" Caeeeg Str-p M W Caws dswMrl Eaesere E-Weve
IPS IJ aeI sU Saxxxh IIS1J IU.S fiah-1 JeJ AI V
Tmwe 1 3.000 %- La 21K 0 ao 2-4 3S i 1 to t I
airy, @ 3.000 tall L0 2A00 lD 24 25 it 1 Ss t 1
"tawewe wee r a rib in medwew
`'m..w .us. wwx renew
Mixing: Matorak for concro u send be handed, measured and hatdrd a aaxr , with the table
above. Mix concrete thwaq* is win" a Wforse dlSU6 tail W mnfnb OMWQhad the min, ad
Orgy in wativa insured for nomdsm mmm.
Ready Lined CacrKt what and. shelf he Lorded. rased and transported in sccerwnu- myth ASTM
C 94-Specification For Ready -Mixed Concrete-. Platt equipment and laditrs shad moll. in
"Check List For Crvficstna Of Ready -Nixed Gamete Pralucto m Facikten" of tan Nation
Ready -Mud Canons Association.
Trarsparti g equipment shad be sufficient to emus military at a rate which wi peon proper placrn
and fi din at the seta. The wmerval between delivery of bads at the vas shad be such that layers at
kill; of cola.. a Place shad net Awde before spccesdrq Is"" a lifts are placed. tAtiprm.
204nim@ wstervabl. No war shall be added at the site. Concrete which has renewed at the fluid
without pitatan for 10 mwstss shad so be used without approval of the Comm" Rep.
Admixture sin r+emai r opm shad be added to the mix water, introduced separately,
TEMPERATURE REQUIREMENTS: When it* at tsmyrature is 80 degrees F. or above, the concrete
"I be placed within am her ohm Introduction of the rang waterd acmrm. � .
When the tovenewshn at the site a 40 degrees F. a below. famine seam be Provided to ma. &fire
and place concrete at 50 degrees F. Or above.
Reference standards; we (American Concrete Imtaml
ACI 305. "Recem a dd Practice For Hot Weather Cw+vetng-
ACI 306- -Recommended Practice For Cold Weather Cometsq"
PLACEMENT OF MATERIALS:
1. Formwork shad conform to the shape, lens and dimensions of tin sectwm called for on the plain.
be securely listened, shorn braced and tied to mountain than position and shape during paring
and vibrating of comets.
Form exposed vertical taws to at host 6 inchas below grads. The structure below tic hovel may
be pond against stable, solid grand. Arranger pats and ties m that forms may be stripped
without excesses soadrq of upend taus of concrete.
Contact surfaces of wood fan my be treated with a form rations agent, Of the concrete a to
necare no further surface treatneemt. Wei all forum vork before pwerq concrete, but do rot permat
excess water to accm ueau a ncaravm.
2. Reinforcement shad be accurately placed in accordance with the ym and secured a positions by
concrete or metal chars aria spacers. (Rocks, wood, arc., shad Oat be used-1 Ties at ntersectiom
siham be made with s mailed stool wire.
Banding of reinforcing bars stud contain to ASTM A-305 specifications. Bar splices we to Up 24
hw diamete s, union noted otherwise on pion. Wive fabric hope are to be nrwom 6" and tied.
Concrete cover ova reinforcer nem sham be:
3" for uniformed surfaces Wow WSW
2' fib formed surfaces
1_%- far interior slabs and surfaces
4- for work exposed to salt spay of salt water.
3. Footings and Piers aft to extend 12" minimum below "ties] of fleshed grade, whichever is lower.
Where via is filled with well compacted sound material of adequam beating capacity, lootngs may
be Installed 12" minimum below top of fill, uniess local codes or drawings requrs a greater depth.
Where a steel budding is supported on prs, depth of ntefroi foundations may be reduced to
6" minimum below finished yard grade or 12" below lershed floor eeratio n. whichever is greater.
In areas which freezing occurs, extend exterior footings sin foundations below trust Win. Depth to
be determined by Company Rep. or by local balding nodc
4. Items To Be Encased In Concrete, such as fill boxes conduits, archon bolts. Letves. etc.. whether
furnshed by General Contractor. Steel Fabricator Of COmoany, NO 10 al set in Pmtw sccuratery
and secured to avoid dsLocation during comets Pow".
Anchor hilt setting piano well be provided by Steel Fabricator far steel buildings, cannons. pay
booth. sic.
5. Dinr+sbrial ideation far fortmrork and twushed climate nstalataon shr be t in 10'-O" for
plan dime lions and alavatses.
6. Predaratioa Before Placement of Comets
a) Rernion hardened comets from the surface of eOmeYNR egwPment.
b) Formwork shall be complete ad -Barad. act and water removed. fault material. reinforces
encased item Positioned.
cl Obtain approval of Company Res. befit ph ica g concrete-
d) Coercing shall not be placed an frozen gourd.
ail Subgads beneath sehe shah be adequately compacted. wed trained. and shad be dampened
with water before placing comes. (There shad be no free wmlls standing On tM aubgra d-
AowevrJ
7. Comets sham be deposded an newh as Practicable a its final position to avoid segregator due to
rehading or fbWng. Tin the istaalation In that the comes of Plastic and warkaora owing
Placement. Do not dam comets which
L Has beer Partially kwdmed.
bl Has bar to mvvwod r imaging.
cl is contomated by freega emdoaL
d) Hai beat Placed wilt 90 WA%an el A"tm of xu wstm. If
Do not poor comell during raw sins Is snow Was adeuaau protection has hen Provided -
Poured concrete shad be protected from Prec i natss wood A am AN' I swllcmov an that It
wig net be drnaned.
Consodateco w. by wfbrstm spadny. roddimg, r for" sc that the convtts a ttnrougwy
worked wound the rrnlrcation. round embedded items ad into the arnws Of Ile forms.
eWowtng an r store pockets which may cause owwycomo q. pntng for awes of weakness- Oo
not we interstate to trasorl cw=m within le fwmL Or slam to such an ntant the
salip"Atrm Occurs.
L Strip Fours whet socrne Loa et sudfateody so that reposed Wig ant cane ""Mo. cmpprq. a
sparing. Whir firm ors removed before expeation of tie wYn Peed. protect loges of the
concrete with mast and r Waves to wag conmoatwad
B. Joeu eliaa fro keened whwe shown an the tawayL mid shad be made strwglm and reform by
tooaeq. eaeaisg re Furry. Romfordmn stud continue man constructor and convw arms. The
surface W nick pats Yam be denied of state seed wetted before at Dow" snvne.
Vertical pea shad be wetted ad tlars ghly sated wish mu rersent gam ==eaest* biases
pli" are urvOtt
Coetruetoan psi a stabs vend be lugged n detailed a the drswtys. Examen pins skid be
tied with mat" aIOscrle I in 94 If) he %" kelp less at stab. Fi dismissive Brood Oak col tin
Patch amid hieh luck note face of slabs.
When a treat a the taderes of pow" a necessary, the locator of such a break shall new" the
err approved W the Company Rep, ad shod be aimed an a "Ve tical Jon" a described show&
CONCRETE FINISHING- Finish controls singer an Mhows: Wink the curfew of the slab well an core
aggrnsats a expned. Wood that the surface to a dmirm testae and appearance. toe fnaa with a
stem trmirol. De sot add water during fwaslgsq.
After wood lbatnq as above. tank gabs and the mots beck *wewp Slab Sled be hiwM with a
suff ko a a sighs drum pwpndialar to toe mmw flow of traffic.
Rehr a A&rsis an Specifications for special or aposed aggregate concrete vessel.
CONCRETE CURING: The tarry poem sham comswcs as man as Poss"I ahr fir he of an me
of concrete has bar cempteted- Gamete s to be Protected from hoa of MOW %", rand tanpratre
change, mocha" real*} mid gentry from raw or fewng wear to the todowng PWet
Cement Type 1_8 In
Mianaan Core at 70-F 7 Days 3 Days
Miwoum Cam at 40'F 14 Days 7 Days
Who the condom temperature is Loeb* 40 degree F_ Praweda coming and haannq apprarw to lap
the cone etc work above 50 degrees F Dory Lot another. proved@ widbnakL ahaanq, spraying,
etc, is prerwis raised drying. The rats of ridded temp watue dewyn shad et exceed 5 degrees i
Pm heuc
Epapmw and materials needed for adequate car" shorn be an hand and ready before comm
Placement begot Fin epOOa , and condors through the Coto -to Lull be closed doing the
ding pdeeL Expesed eve" m supped Were the arwg prd listed oboe shad be treated cob an
approved Crag snpmrx it at a to reran an father sate* treatmanm.
1. htWvma Mwwbra a Cary: Do sib deft the smtad. Apply under Prnare with a sway
"Walsh. earwig the sne" surface wrforldy an ft esw ' Pow 1p factor's specified rate of
sverags. Apply, the awry 1prnora t as sae as Possde after tnnheq OPdatrs. If this at Not
Pasofg.. mum saw Owing pros*" dgscrabed abets tad tan membrane can be appeals.
2. ill" Cang Kenn tin tip movies of towns Labs must with a fine water spry and the
come has sit. The most confine shall than be covered win water of mostws etairemq
patdial suck as plastic shooting w cotton mats few* or sand is not to be used on "fuw&hed"
ewuste s rfacm Wien suck a failure a specified on the drawmpl If absorptive cotton mats
are used. lane# than most dung the spacifrd crsq prod
I Pest stung Of Corry Slabs: H at is t nSNY to Blow traffic across $ighs before eawhg tries net
wadded. Prated the Lab with a cushion which wi not offset tie sui Nature of the concrete.
Overlay the oahros with %' thick plYrsod ruwets. Do no allow traffic across Labs for 24 hours
ahr souring_
TESTING A MISPECTbNx Refor to I -General Requirements'.
CONCRETE APPROACHES, SIDEWALKS. CURBS. & GUTTERS IN PUBLIC RIGHT OF WAY: lord or
State Highway Dour. standards wi generally gown rwW" thickness, contow and failure of
such wacrKe wort
What cot covered by such standards. approaches shelf be fill thick with brmm fech: sidewalks 4-
fleck with float frsalr sidawads a the approach path 6' thick with float fish.
BASE FOR ARTIFICIAL TURF: General Contractor shad rated concrete base far 'Tnwyfoorm" of
ogwakwm artificial M in pianist arms. Fells to tandscaping Plan for location wsi wdtalatdn detak.
04 Masonry Work
GENERAL•
Fissioq Weather Do cot wort during fretnq weather unless speaai wangements we made to
satisfaction of Company Rat. Generally. ark arrangements to follow those specified for msi g and
Placing comets under nick conditions.
Anchors, Tin. Etc._ Instal as requrtd. losing proper bdtneg For archaring to comets and for
seeeraq hicks, hams. stL. as Low r aim. repined by Code, or droned by Company Ras.
Ranforug:
Barr Forwsh turd ranted orgy when shown on plain a rowed by Code. Use Intermediate ASTM
Specification A 151 grade defdmmd bars. has from rust. scales or coatwq, property bent. uuicaa,
tied, and sewdy supported in place. Splices to lap 40 diameters Wass otherwise entities on
drawigs-
Durowst Install Ourowam a equivalent bnrsontal rmfwcng Ivory third course in block wage -
Openings and Chance: Provide all required oaenigt and chases far heating, plumbing, electrical cod
Other work-
MATERIALS- a
Brick or Block: As indicated an yam. When not indicated. as spew" by Compaq Rep. Material to
be sand, he from cracks or defects. When noted on the plans, match acting masorry as rJnwy as
possible -
Ca We Standard brand Portland. delivered in origin labeled containers, and kept dry end wad.
Sand: Clean, hard and ha from loam, day wed otter foreign matter.
Pa Gravel: Graded with not ma@ than 5% aassineq the No. 8 Sieve wsi with 95% to I GO% pas"
the % rich slew A
Lime Putty: High calcium be, cdvyethey, "ad before pung.
Hydrated Liner ASTM Resignation C207, Type -.-
Water Coro and fit to trek.
MORTAR AND GROUT: Matter. One Ill part *hill Portland Cement. six 0 parts dami kns surd.
one (11 part him putty or hydrated)ms Iby vokntal Add water and flux as rowed far proper
consistency and workability.
dirout: Ons (1) part Portland cannot and three 13) parts damp. home sad, to which nay be added not
more than ons-tenth Thal part him. Grout for spaces two nchn 12"1 a more in width may contest in
addition, two (2) Picts pea gravel tin&" a 1:31 "'L
The mixing water stud be sufficient only 10 Produce Dotting consutrmy wnhoul bleeding or
segregation of the ngradsnts.
Jana to be concave band with smoato stem rake unless othxwds noted an Purse
VENEER: t plan
Material: Varese mutrteh will be used to rarer slid, wood wed Masonry surfaces.
r m. Fabricator
fa material and i staliation details. Chas for sweet support will be supplied by
tan for steel budding ad steel trash enclosure.
Weathe proofrg: Behind terns, pet wwatm skeet for IostoW coat steel with Chevron Priming
Solutm covers" 500 34. h. pre gallon wed while tacky apply we cot Chevron Asbestos Roof
FUts q, coverng 50 Sig. f , far gatko•
STRUCTURAL HOLLOW MASONRY UNITS: Lay oeeodeg to best practice for than respective shoe,
wad bedded in mate and reinforced as poured by local ordwUnoa. or as shows as yaml satisfactory
to Company Rep. Lay hallow =is with the opeangs in the units spaced to form von" columns at
suits of nor and window openings, at carnws and as raqurod. Comets far content and hrrumtai
to bound sari as sPwlwd older "Concrete." Lay 6 torso Or maxmum height of 48" before
grouting to Prevent voids- Construct knteis as detailed.
Grout filled torts below grade. ad cares when rmflrci q steel a installed. and all bond again lied
Seal extern swiss of al blocks below gram but above finished floor wife Chevron Asbestos Hoot
Casten. Apply in qud[ltgss of 50 sq. it, per gaining.
05 Structural Steel and Miscellaneous Metal Work
(Except Steel Service Station Bufldi 0
MATERIALS: Except as etirrwas specified, stool mat" shad cmdwm a tan IedWrwn WKOCW M.
except that n no case wed Kid -&:scar Stool be wCWabis.
Plana. Rat ban, rots ad rntcttral stem element ASTM A-36.
Pig - emerging or davit resistance nheded per ASTM A-53 or API-5L Crate B. Sulfur no to
second 0.05%. Me& from open heath. basic Wyse OF Wcnc funwo stool.
Udmeshnd bolts - ASTM A-307. F6ph strunnch bolts - ASTM A-M
WORKINANSNgP: To conform to the bow sexual staMrds for the work resolved ad htcst w6mn of
the AISC Specific team
FABRICATION: in accordance wile detalh hrushM by Compan w &tads Prepared by rppaa to ant
Fur oil gwomw by Compaq Rap.
WELDING: Attmak rig or paa'aam9 to conform to Wed Antares W06M Seely slasta ds 0
material end awthodc Ilse sledded Weveal we Process m ad weldeq games tined Ontario" repro
use of gar welding. Plata wheat a %" maximum gases. Afrarw wwdsen smgurrww and Proca ore to
ow cr distortion and beat strasea.
SHOP PAINTING, Ahst fatencatioa, Was ad metal tbo u44, of 1-0, scale and other laugh matter
and pan are twat of Prow - a sanctified a Service Stator P.rhrmhg Specifications. MO& 253 -1
all dry film thickness. work pals wed old pima. Apply tin costs to Ad pats thin sir be
neaasibl@ after selection. Do not pact surfaces which we to be weeded in recnoe
ERECTION: Erect stem wet door tree wig yule. and use temporary or" to support Me& betas ad
wediall or bolting is competd. Adequately guy d sign courier for 3 to 7 dwrs In ducted by
Company RepJ after foundation add reinforced slabs hie on, tamaced. Plan ad field whet ad spot
Pam abrasions with alit*.
No cutting of structural mWo I .norm answered of the Comport Rp-
06 Carpentry, Finish Lumber And Millwork
MUD SILLS: Shall be of -Foundation Grade" redwood or coda for as dominated by local on MML
Treat wad cis with "Chevron Wood Prman votes- euxK that when xis we to be nosed and
prated, pee by brush with wood prime IWP. Fumw Na 178 r WAW as "too a Swvc@ Ststm
Pannry Speciilratioml Gram flesh with toncrete we bah ■ dace with % - 1 O' anchor belts
spa.ad 6'4' emission, an content. twwass detailed *thaw= on pram. Than Load be a mmm m of
two boils per pas with am hint imtd wnlan 12" of arch cod of each pas.
FRAMING. Double too plain Double studs K tperwgs. Lasts harvest to dew IW", etc- whwnrr
possible. Cut in am raw of fig stouprq n stud height or 6'_0' maximum ca centers and law wads
with Plywood swathing as show on Ptm
Pe.wide backing as tendered for pkembo q, rest room nag Wtmtom, tedm frtum', are. ISO
comtraellon dsteib for post syewJ tholed hot window ladling Or solid bockiog a wnr el spin
ova 8 fan end tndr 16 fen, a at 8 ten uniwm comes a spina our 16 lent wins &told
otherwise on plain. I stain solid blocking at wed, and am su pill0i
Wire coda I are applied drectfr an not hang amide am emsai ns throughout by drilfrn or
Watching said kitchen as usury staggered blocking or crib strolling and provide canned rats ■
saffiu or taiwvI at each Wad at erased are.
SHEATHING %' or %' COX Law ilia" nterr or nadwd with nterW dui grwlms, APA_ as, latest
son=. P.S: 1. Lay plywood with face gram suppose" to pall. Suggs proms and provide bloc'ay
for continuous edge selling.
NOTE: Refr is Min for posabho eastroo in some mquwaaams.
PLYWOOD:
Exterior Applications: Medium &unity, everlaV such a waterproof U.S. Plywood "Mural{' with
Crum overlay, r Group 1. A-C exterwr grunt. APA., pW Product Standard PS 1, as shown on Plaws.
%' thickness bless detailed otherwise. Before delivering to seta ad srfaceS ad adgea of exterior
plywood we 10 be sealed with Chevron Floor Hardener ttarwd to the ratio of I at. of Chevron 350T
(r HI Thinner to 1 gallon of Chevron Paw Harderr. A hush s to mu used in OPyYitq maim- Medium
Density Overlay a to be sealed on ad edges and surfaces @spnsd to Weather not he" flit wanes.
Butte of pests and edges of All A-C Plywood in Madam Density Orwtay wine wst@rpeet move.
stria Shelving A Cabral *One:
* Wei shohmill, point finish - Grow 1. AAV.
e Utary room shotWariest support in & ". Utility room - Gram 1. A-8. EXT APA_ %'
& 1'.
• Cabint pareb, tops and stoves to be towed with Masts larruts r I& - Group 1, B-0 EXT
A.PA., %' & 1'
- Cabinet down. permit, tops to return pen tweak - Group 1. MOO EXT APA" %' MOO fish ow
side. Edge band exposed sd*L
- Cabinet shelves not exposd to now - Group 1, A-0 INT AP.A-. %'.
- Drawees - Grow 1. A A INT APA_ se details for thickness.
GYPSUM BOARD: Thickness as shows on plans. if Code report t her rated ever surface uss %'
"Frecode X" by U.S. Gypsum or cods pprOv" equal.
FENCE BUMPER AND HEAUtma: owp. n notation Site Plan 1Ground & Grade Plant or Ipeufed by
Company Rep. Sea table above for acte¢.gbls lose= & grade.
Headers; and Pints: Bottoms dipped in "Cher. on Wood Pine vatin" to finch grade lea.
Pram Cut: Except wlrs stem or natural finish :I show on plain or specified by Cams" Rep.
Prime above -ground was" will is) mrsture of If Lou led Insaed d cod % pant thirrar 1Chavon Solvent
No. 3 of Chevre Theses No- 1300Y. stow to dry 4b hours, fbl apply Wood prefer IFu iv No. 178 or
equal). Use bank application. Ftm*s and bangers the: no to be stated, or left nature, are not to be
Primed and bra not to be marked. Apply piny before nuin dy to corer ad surfaces.
FINISH LUMBER PRIMING: Exposed surfaces thin art noted on plans or specified by Compaq Rep. to
be stained bra not to be pored. Protect surfaces from being marked, marred or discolored. Ad other
surfaces which are not exposed or whxh we to be panted, shad be priced by brushing all sides, and
edges with wood printer Or approved sound noted in Service Station Panting Specification IMOS. 253)
before delivery to job- Touch up an poll after cutting and filling.
LUMBER:. Tube ken dried. and n accardanco with apexes and grade specified Wow as applicable.
urdess otherwise speutied on plans. Questions which may arse and that are not corned on plus or a
these specification should be directed to Company Rep.
EXTREME
FIBER SURFACE
USE ACCEPTABLE SPECIES IN BEND. FINISH GRADE
Structural fight tramineq
Southern Pine
1700
S.4S. Dance No. 2
l2' to 4' thick: 2' to 4' insist
Douglas Fin
Coast Ragion
Structural pints & planks
IAlumto spores
15M
S.41S. NO. 1
(2" to 4" ll ck 6' and wWwl
of Sunda svwngth
Light framing & studs
characteristics may
be substituted of W
1050
S.4S. Construction
12' to 4' thick: 2' to 4' withal
proved by Company
Appearance hameg
Red-)
1500
S.4-S. Appearance
12" to 4" thick: 6" and wWwl
Bean & stringers
1550
S.4S. Deng Na. 1
15" and thicker: rv"Wgdwmi
1
Posts & Timbers;
1500
S.4.S Select structural
15' - 5' and )argon)
Cabnet wok, ntry network San Pans
Fence posts. Planes. cods. rah. Redwood • SAS. Construction Heart
headers Westin Rd Cedar S.4S. Construction
•
Sash cis. stops & trim Western Red Cads S.4S. B & Better
Redwood S.4S Grads "A"
Exterior Sidrq Douglas Fin • Rasaeoa B & Batter
Western Red Cedar Raisers B & Better
Redwood Resew Grade "A"
CObox" Western Red Ca®
. dy Reserve Construction
Canopy & Buidn ig town Redwood Resew Construction Hui
0 For Rlavaeps emey -klatch a" material an do&* as possablel when acted as the plm
%AILING- AN nos wxcw for 4VPahaa bard oW arch on) to be customs we oois. Drum
perpendcdr to grgs a place of tolmodwy whim we paaram. Uwas detailed r sthawnst released
by Cods. summits eaihoy rsgwwnwn we as followc
Gypsum Sort 5d ergo Rathnd comet to . ask 6' an caters all sdges anal boarrgs.
Exterior Sdreg: Use sin► nduruan Bd commit sox. sK fuse with the surface. Flow best prectra
whom an detailed.
Plywood Sheathing: Bel speed 6" a carmen won ad peel allies. Bd spaced 12' an cmusn aeoq
ntraseuam wpprtt
Medium Battery Dennis, Pfywoot 6d gaiwarzd ssenp safe spaced 6' an nose K at panel shims.
and 12" at umormadau mustangs. Set Arid fill with Putty.
Diagonal ShutInnq: I" 16'. he did a each bearp, thing Bel at and of soli Lord. I' a 8', throo
8d at each burry, few Set K mell of once board.
Mu Gen to Suring: Use two 12d vessels on sda of miians dot war be coveted by matter steps
Joss at of Bestngs. Blocking between Josh Block ip to Joist Bearings ad Studs is Plain two
1 Gel too mis at &nick star.
MILLWORK. Same as Fish Libor. kcI I Play, Iouck4• and nwi settng. Sad surfaces smooth
to receive palm freak
Cabled. Cm mws ad SAolrag. Construct according to mum fractiu. Fat aims Ughth, sears by
geung and mile ri Shap-fabrrats ad emu eompleI with hardware and shopPanted. Denver to the
sa@ ready for final astadevoe.
knaror Shehriq A CA" Work:
s Wad stnlrny, ahem final - Group 1. A -A INT APJA" 1'.
• Utility room shown%, Vertical sport pnmh a Luba A Utility rem - Gnats 1, A$, EXT APJI" %'
& 1".
e [atrium pmoekk top sad wolves to he cosmad walk plats larete Or tie - Group 1, B-0 EXT
A.PJL, %' & 1".
e CAbiet doors, path, tops to recaw pan fish - Group 1. MOO EXT APJL. %' MOO Fick ors
side. Edge had exposed sties.
e Cabinet &Win set upward to vow - Grip 1, A-0 INT A.P A" %".
e Growers - Group 1. A -A INT APA" se drink for thickens.
07 Roofing, Sheet Metal, Insulation, Caulking
GENERAL, I staid roofing sew nW dock Lon stew buildings) all wt m indicated on drawings.
ROOF DECKING: (Refer to Sodm 6 for Plywo".1 SO"" deck to Shen metal deck nbs with mil l
parka-Ksybn trio screw risk. 1 %" Long, at 24' O.C. parade to seam end 32' O.C. perpendicular
to seams. When excel regtromrts do not Prom installation of *WOW over roof deck. noted an
approved Gypsum-basad waterproof decking in dim of plywood. Pion suppiementwY support. 16'
O.C_ perpendicular to deck rile and parallel to the awn. 24 gauge lievanz" steel'T" of "Z"
ssctemw Faster deck 16' D.C. sack way.
BUILT-UP ROOFING: Dow am ply of ran -seed sbmhwy Pepsi, poly we lay* Of Asphalt Fort,
stating at the her edge ad working up the seam and Perpendicular to the elono, And Loop" each
course 2" oar the annealing sin. Now the Jobs at 6" cwulss, end dove the longitudinal center Of
oath hilt red tin rows of none with the rows speed I I' &pat and sass staggered on 18" centers.
Use moll or tensors aporoprints to the type of deck. Then. starting at the low edgn, poly one IS'
wide strip of Asphalt Fill and over that inn full 36' wide W. Following felts are to be applied fti
width. Iverieppiq the Processing felt by 19' in such w wmw that at Nest two ass of felt cover the
base hilt at my Pont. Each fall shad be firmly and pnfwmlY cat without aids. wrinkles. Of buckles
into Min asphalt applied fan beforo the felt. at a m min of 25 16s. par square. uniformly Over the
wit" surface. Ahls ad felt plies have been sat food with 50 the. of hot asphalt Per square aria
surface with 400 fbs- of gavel Psi MO sq. tL embedded in the hit asphalt. (This roof coating can be
ordered through the Company.)
WOOD SHAKE ROOFING: Red Cedar a Redwood, as speeded on drawings, spin saw shoka shogea,
24' king, %' to I %' bun, installed in accordance whir WESTERN RED CEDAR ASSOCIATION
STANDARDS and as Per pest Fire nfardsm treatment only when speclied on plain or requiredby
local coda.
COMPOSITION SHINGLES: Furnish shingles as specified on plan. Prepare roof deck as follows:lmlet
metal dip edge to ewes. Over entire deck so* Johns-Momsie U-M) No. 15 Asphalt Salivated Fah
parallel to eaves with 2' head In and 4" side lap. Instal metal drip at rakes. White winter
tempeatures avrage 25-F or less. apph inn flashereg strip of J M Koior-Kap Rog Roofing to
overhang metal dip Yes' and extending to a point 12' Imkimon) towns the inside wag life of building.
If hormwnt w hp is required. at must occur outside the outside wag line of budding. Shingles shall be
installed in accordance with manufacture's instructions.
CONCRETE TILE ROOFING: When specified on yin, provide interlocking type comets roof ties.
complete with formed accessory shapes for ridge trap, valleys, hise. gable ends, etc. Tie shad be as
manufactured by Ro-Tis Company of Morten-Ravmeond Corp. Color and Shape as noted on the plm.
Imtad tide in accordance with manufactra's mutructerss, and as detailed.
n
BARREL TILE ROOFING: Vitreous day aural ids, as specified on plans and as manufactured by
Interf scs. LudowictCwadon a equal (as beaky readable) color aria trim as noted on the olm inch
accessory station such as slual. dosurn. gable rake ulm Neatly cut and fit at radOYS. hops and
ridges. Embed wit vies in cement at hips and ridges.
SHEET METAL FLASHING, GRAVEL STOPS, GUTTERS. ETC_ 20 gauge gahreruzad sheet metal.
neatly shaped to rowed contour and:or as detailed Soldw pints Willi a 6" nwa•:rwn lap and scrape
smooth. Provide far espansm with suitable pints stated in accrdartca with kcal coMttion and
codes. Locked and filed with lead pasta. Secure to in @ structure Only with gaivan od fasteners.
VENTS, FLUES, DUCTS. GRILLES, ETC- Fellow S.M-A.CA.A. specification far fabrication and
insulation of such work. as wed as plan details_ Flash wed seal all wag and road Perrvnkns.
- Funs and chmermys we to interstate 24" minimum above high pant of roof for parapet when closer
than 36" to samaL
e Makings maximum deuldr ductwork: n VA CAMS less than 11'-6" gs Lubricdesignedtion Room wed
8'-0" wsewhom
INSULATION: Provide budding a visible insulation and interior sand anantuation fdarvksts as noted an
drawings. Wien insulation a a part of a steel panel wed or roof system, it shad be provided by stem
fabricator, otherwise provided by General Contractor.
When budding eewwopO hen gags w teat Loss calculations are ignored to coo red, ws► local mom
staudwdsl such cakulattam shad be furnished by ChewWe USA_ cod submitted by General
Contractor for picot approval a cwvecmn with obtaining of Budding Prmit.
CAULKING: Seal pennoter of all wad Opwrgs wed pets where nmervant of surface Wit eadsn an or
water into Making. For stew baddirgs. copping shad be Provided try stem fabricator, nherwas by
General Contractor. Seal all Con" mmovatoom to budding.
General Service Cwtlkkng: Pears "Symhscak" GC 9. Pdysuefide lase. one tun fa eeuall Caler to
match adw.m surface as closely as possible. Use Primer spoofed by manufacturer for maturity
surf sca.
Fuel Resistant Coukinq Use with camact with motor d or hel tray be expected-Pgsra
"Syntkacaik- GC-2. dolor 469, gig.
08 Doors, Glazing And Hardware
GENERAL• Wlrn stew beading a used, fureudreg and astaflauon of doom, door im I ens lchadey
locksl sask sowdprwi and rested ncida W work well be pan of stow compact. wless
atherww a i cated a these spm:Fhuoi or specified by Compaq Rep, Sae "Stet Buildings aid
SW Complete " of thin specification fir further dotal, and refer to "Dour & Hardware Schedule- r
dswngt
DOORS:
Aheanttc
Madol 190 a sawfa t red by Kammer Ca. RcMmd. Cahforwa, or sound. NomaW tlbiestss IPA'.
Head red to be tried and reinforced with stem plate to rucewe data dose. Best to be rabbeted,
drisd and ranforced wire stem plate to receive swot ImI AI exposed sermon to be fnsl in
award with Aluminum Association Standards Ne. M21 C22A31 *killed. WJed red 30 eaa anode
eard@ trntaans 14 OIL thick).
Fide* Metat Flash type, 1 is" [hide, when sttrwag mtot AN doors to be tIed ad romf s to
rw having 2%' bactset. Prvride fatryvmta6W nnforcwq for st r hardware kernel in
the SchwhohL
Ovsthod Boors: swbo el type. net= and glass aim as shows an plain. Compete wire two
twsom marbled spnga, wed gairmaral stem track L070 inches mix thickness) secvah anchored is
basing sructum P.WWm to be said stem with hall beangL Door and pate to be arapmud with
suitable hmdwan te.scov lee: &~w pa oil shakla Hrgn. prang know. ad Othw
macwlaeron hardware, except as noted as thus specification to be g&wauzed win hearyAety quaity.
Boon to rib completely horezontal with maximm available worucal durance what a open tsetse.
-Glen for prow to ratadaton mr socir 08.
Aluminum: Sties and nis to be mrdzod extruded alenrtom bohed w waded for water -tight
cowrctom tlomiem thickness 1 %"). Unglazed bottom panes to be wondered aluminum sheet hold a
piece with www4agm ghaaq clumpas red alum us amp minds. Lih handle rid other extrm
hardware to match don fresh.
Who I , , I fewi, cenaa southeast door paerb) to be =Lis prvado Ribble wamhwurWR
K plsmetr, rat dacur's---i-d.
ALUMINUM GLAZING SECTIONS: Strsfrrs asi glaa^9 systaei shim be as maataaurd by
Kawnest, Anxar m Arcadia. US. Akalruum w ppsrd wAaL Am hanwq sectors shad mu ubu dad
from 6063-T5 Agenda alb*. AN glazing bead shall be sonavnd Vvym used on both sides of the
glna All facto" preparation tress dated *"rings shad he so fabricated that field asselnbh will
produce ¢taste tightly fined pats Am soctoss shad be sit Huard. square. level end at exact
aipuoel .coat► srramding work. AN pin between metal and auwwy CAM be fully carskd and
Pontet
GLASS, GLAZING & MMORS
Refor to Data SdoeddlO and Budding Burnam for horauor and type of plan to be rot lithos@
otherwise dud. the following ro wwmmu pdT-
o Entrace dam and fill" paws teas than 2'-O' above hem - eft: mwgww Mau Is AM desk
choir.
• Glartd Provide ea 60 spars fen - %' pohehod Mate Or floe glass. dw-
e Glee" pawls 12 to 59 square last -B_ quality xte: crystal Sheet glass, doe
e Glazed parews wdw 12 square feel - "8" quakty double strength, chow.
• Ore -way fifiss: 11" "Mirropwe PdaAw-0-Frays' by Libby -Owen -Foil, installed pow Plan data&.
- Mirroc %' polis *to or float news. dear. with sivered or Polished staelgss stew back.
e Insisting Gies. when specified an P*w Two panes Of %' Promised yam or fort glass separated
by a Yi' dehydrated an space. Follow mwafacnras framing and owadateon details to Act"" "U"
roue Motored-
. r float. a masefatr" by
Tested glass. when specafred an them: %' "Sdabronze" pofah"
Pittsburgh Plate Glass Co.
All elm furesh" sham be man faturad by ILhyfiwww-Ford. PittshrgA PWI Ca si maps ON
ROUGH
HARDWARE Pr.rids of rough hardware, wfwthr adder the of Other heodirvys necessary to
make a contents ph. including of modal bdlu, f>vgwfk wad tax. ndeevu. anchor belts.. arc
MISCELLANEOUS ITEMS AND HARDWARE Refer to schedule on drewngt
I
Construction Specifications (M.O.S.243)
Chevron
Chevron U.SA.Inc.
Marketing Operations San Frandsen
REVISIONS
SCALE: DATE:
DR. CH. APP.
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09 Exterior And Interior Finishes
LATHING AND PLASTERING
(Only whee shown ne Plod
BUILDING PAPER: Covr ad silew wood slwathng. or Itids r�lem zhilhwq s hat osed, with tnaideq
papa, lapped at pints and corms, Use-Saaafutt.' 15 pound asomit fait. or apProved •quaL
EXTERIOR LATHING:
Over Wood Sheathing: instal 1" mesh 18 gauge galvarvred woven wee nettng lapped at pints. with
joints staggered, fastened at S' cmtets both ways with gaharared "ads and spuNs-
Ovr Wood Studs or Ribs of Metal Wall Panay Without Wood Sheallmg: hA or 8 acceptable)
A. Instal 3.4 pound galvanzed expanded metal lath. s new fastened. with staggerrd pats, and
lapped pints and co ers-
B- Instal !S' - 2' . B' gypsurs Nord shoat" (with asphalt treated gypvun coo. water reoda t
building papa surface. and tongue and gams adorq ttw Ao"q edgel. seeurehl taveted, with
staggered pints at right amgies to tam studs, Over gYP= board sheatheq. mlad I" mesh 18
gauge gahi n vd worm was retnq with snggrsd faults and lapped poll am tmtws. fastened
at S" centrs both ways with galvanized pads ad samcWL
INTERIOR LATHING: Ores WOW r metal studs naiad 3.4 pord gahvarrred expanded lath, snurvhy
fastened. with staggered pats. lapped polls and t mu ; r %" gyp=no board, wed naiad n "race,
with pints staggered Install 26 gauge gaharazed meted corm bead with talk wings At ad upcsnd
cornsen anal edges
EXTERIOR PLASTER Cement plaster, 2 coats an rr[aarr N tonne. A" thick, and 3 coats an franca
conntruction,'A' thick. Wood float to an Avert zurfaca with sharp tarn,_ Appry Nalsisr accorang to
hest accepted methods to achieve proper baidniq wd sang. Florida gaivanred steel AlunIsm beads
INTERIOR PLASTER Tires pats on metal lath: two casts oo gYPsu n marl Wood that to an Aver
sand faith, except n rest rmms- in rest room. unwal fish that to a smooth hard surtaet In ad
casn, per w each coat to by thoroughly balm appryrq the pest coat
CURING- Each undercoat of pas, N stucco shad be c red for a pernd of at least 2 days belm
appliotim of the rest COAL To era. wet solace with a ire spray of watr a neopern of twice each
day. preferably mcrnnig and rrghL Fnal or hush cut sled be erred m sams many fa at least 3 eye,
PRECAUTION: Do hat plaster it tenipratm s at or below Irsain�.
WALL AND FLOOR TILE
WALL BACIUMr. Provide wood w mind studs, kegs r ottw s venin at B' comers bill wal tie.
LATHING: Apply 3.4 poud gahwarozed upandNl meter htk. secuny fastrd Wd Lappd 3- at edger
PROTECTION OF WALL ABOVE TILE: fwdy when tie man== a spmfd m drawrgsl Cover wad
area above top of tilt With waterproof covrng helm and dreg pratr bacir work, tie setm;
and grouti g, to protect wad sarfaa-
PLASTER BACKING: Apply swatch and pkrrb tot of 1 part Prrtla d covens, 4 pas dean, dry sand
and 'Is pat hydrated hirer. er mammy cement may be used fw scratch ad peanb coat Pbnb teat s
be %- to %' thickness aver metal lath wit seater Alum to urn ovaniquL
SETTTNG BED - FOR WALL TILT= Aceply srttrlg bed hiot over 'A- thid) of 1 part tr®ry eemrrt wit
4 puts bent dR swud Befm settaq tdo, apply a coat of neat cemen pas 'ts' Ia 'he' eithe to
the bad of the wad tdo or a a skin tort n the setting bed Dr. sattvq bed may be left wemght m
d► and tie may be appeal with thin sat arta-
SETTING BE➢ - FOR FLOOR TILE: Apply sa�" bed, th�knes of 'shy" nit Pun. Iha' rmimn of
1 pat Partiand cement- 5 or 6 parts dry. dean card wit up to 'ho pat hydrated, fine ad 4 pats
deal. dry sad (or maamy rsrt-it ray he used tom wrong bed), to base materd. shed ad
compact Trowel Ile' to 'he' thick ess of real cerm r Pam ov, bed Do not sat tie m airy fed
Tle steal be stalled Mom mid srttrq- Bast tie errs sm¢ete ®tract wmh plant mona.
INSTALLATION REDUIRFMENTS: Cut tie as rse�y s prvrde a tight teat non w al cormrs. aid
at caifng few who hall hi gam tie weals as speatd w drawings. Use sperai away tie shapes
at em,sectiaa, n artmdanu with detaAL Marina wafnm per" width ttroughiout t. wad ad flow
tda- Lay out wad and Boor idea w that puns o1c� at doer Mies- etc- ad s arser m■ of "seven" of
tie whae.er pmsbiv. - Wh m tie wri>ets as saenhd toe Menu cap
AMERICAN CALLAS
FLOOR TILE CLEAN CERAMIC
Stauedad Grade Dsia y Tile.6- I. 6- a h- FAWN
(Saks Roar", Rest Roars. GRAY
BASE TILE:
purr► Tile. 5- AL 6" r %- FAWN
Males Roam) GRAY
Cme type Ipaadcawine aiu. 4Yi' sgcar 365 0-2Q0
(Rest Roma) CR- Wim DAL WHITE
WALL TILE:
Gland tzrare.c anr� 4 %- s4uare 365 0.200
CR- WHITE DAL WHITE
GROUT:.
Quarry tie - Swdad types. Cokom Ch rcoal Gray w Blst
Wal de-Unsaided type. Calm: White
Use-Hydmrom" a end 00 taw awiid n a�dav with the Inawfsnaw's eatrtetiae ern the
hull depth of the poL Fink to a siigtn C'mave cor"opt Clean up ez¢ss goer a soon as passed"
after ratadati m. mane aooidy sat , , j u roamed to rsne.s ad traca of gran Irma the fan al tam
tL- EXTERIOR i INTERIOR MINTING
nerve to o,lwwm USA- Inc. Marfeeonq Opraiom StadWmI k1-O.S 253 for mniaw speoFtatnra
arid array genera of colors fin typicak esodrmsa
Refw to Buldtq ad Canopy Ehevvnwe fin xppierrstNY trim wH.mmtnt Notes an drawings
supwad" vaudard panting dagra
Pa:" uposad candis to match a*ncw srfaca,
SPECIAL FINISHES
Refw to Addersda s Spcifonoa far special fixmshn, vrideq, but nit liteed toe
Car Wash Turned - speral coatesgt
Clew seals s r vat fv wood & mwsuny-
Resihad flow tit
Salsp,ided atonic c,7ing-
10 Speciarrties
REST ROOM PARTITIONS Apprvwed Swpiers - Pricmwtat. Cutler. Mors. Wow, Swrrmetal, Grand. or
C&B- Baked enapd f nslL Color to be n specifd n Servv Star= Panting Sperrfi"dm and
paarQ Cost, pda,ta and wad post to extend full heighnt here flow to ce�i} Bows aid prime m to
be I' thick flesh panels- Layo t and eleyatmm as detmW w plaEa
Suppfwr n furrish ed natal as necrsry hardwwv erAude I tie foiowwq Chrome Paled Iw'Iges-
latest earion nun hooksidow step and faterrig hardwWv for each party ul Lar'9 thleh-Proof
fatermigs for door hadwaa, acid wad bumpers
Fasten sturdy to wrFs. flow and ceirq-
11 Service Station Equipment
Equipment[ sham and noted an d:awhvgs shall he hrrlrshed by Chevron U.SA. Company Rep. will direct
those items which are to be set m place w installed by General Contract., such as "I,. ar and water
reey, ere Refer to Scope of Work.
Air & Water Rest fiery, metal housing for burial n concrete. heat, (when reoredt. Sam, Wirdsh�ield
seavicer bucket and dips will be furnmhed by Company. Istallatin of they neon shag follow eta"
on the drawings.
Cashier's Saft Flow safe with drop chute wig be furinshed by Company. Install safe to clew paw booth
wag' and with hh-out round corer f ash with finished Hear- Frotea cover of safe wnh tam durig
costructran and painting perrods-
Office Safer Install in accordance with details on the drawimgs-
Sions and Decals_ 1Furnished by Company) Mount in acmrdancv with details m drawrnnt Where mt
deladed. follow instructions Of Company Rep-
Heats fia"Llor- and 12 tL Vapor Rccavery & Prodoc hose (Ca!ifpraia oniyl: Moumt "Pomea"
hose tetractw, furnished by Company, to side of drspdtser and anchor to pump block siab, n
accorpanca with manufacturer's istructmm: Allow free mmement of bs" and nozzle to either side
a! dispenser without twisting or binding, (Install new hoses and ctrps- Reurse esnrmg "pales, a
apphca We - Revamps ordy.)
Oiapvnsvr� Modify pumps a dispensers. of called for on the plans. for the msurlaion of disown
Cgnirgf system. Irxrlude rivabarOn a! slow -flow Tanner, re -wring of Lampe te- . necessary
pulse[ -totalizers w computers, etc. Wark a tO be performed under the (urectnm of Company Rea.
and{u faclOry Tepaesen;atrve Of the equipment marniactuer.
Other EquipmesC Refw to "SroVe of Work," Section 16 of these SpeelfI221t. Arid tit the Orawlmx.
�asi1 .•.
s
r.
, '.r - , "
12 Sanitary Plumbing, Air, Water and Vent Piping
RELATED PIPING WORK
For Product Pmprig, tvfw to UrdngoEad Tarn & Pipnq kstaiatm Grawngs-
Fr Inigatm Piping, refw to Landscapisg Plea
GOVERNING CODES AND ORDINANCES: Shan be followed n thn work. In locations whery any of the
wink a rot controlled by code era ordnavces. good ataainted prutcn la comowatue installations
shad be f allw.vod. as awn an by Company Rep -
PIPING LAYOUT: AI extesia piprq to be ten a shown on ptm. Any changes found nnmwv are to be
approved by Company Rep. Locate pcprq n buicAng w as to nod cutting of structural membws as
much as possible. to ban rut canspresm locatnm. and to avod damage to t[nah wwk of oihw
Iradn. Make neat and workmanks nstakatm and sears firma n place- Purmsh asbuxt drawing
with exact location of ad underground pipnq aaurainy dmem[orrd. TM yard area at the side w rear
of the fobs room is tsuadv rezwvod for a future sarvice bay- Undegoud usdve and went promg
most nthr Avoid then sea a be nstaded at an eleralm below tie lowest level of tam building
pernetr fwtrigs, If the irze w local= of the future srvice bay wit a mt apparent, contact
Company Reµ for cfarpic asoL Avod run wq wes woo laws w rich stags whore priicicd. Schedule
Item" w as hot to conflict with aractm of steel btafdeiq, d aPiducable.
DIRECTION CHANGES Banding of pipe a pent=bh to change drectm n lieu of fittings. Sends shad
be made so that the pip wick hat be njurvd ad that the nterruf dametr wit mt be effeetwdv
reduced The radio of thorvd shad be ■ mrmresn of 10 pipe damwlt .
UNDERGROUND PIPING: AI Goo lexc mi prndctl I'-10' below feished trade, and 6' below het
kre as det- I- by Camp" Him
SOIL - WASTE PIPING-
Below Ground 4- min cast rm will Neoorwe coinormm fittrgs under butting, to 5' beyond
budding uidr �Ivtte slabs and n ywd it less than 18- below Imbed grade. Plantied ciay pipe with
compress= f stings, cwnptyng with ASTM Spec C 200-65T4, to be used elsewhere. Joints shad
comply with ASTM C425-66T Type 1, 2 or 3 comNesnon WL
Above Grand 2- aid laryw, cast rots with Nearair coruur nsam fittrgx_ Unow 2' Schedue 40
gaivarkred slow with 150 h galvanized threaded fittrgr vans kkman.
VENTS: Coirbf all van fries wd locas as shown on drwngc Provide reformard gaivarnred steel or
ren¢are Hashing codas at roof pwwuatn xA.
DOWNSPOUTS
Intwor: Schedle 40 gahw® slow pipe a copper pips, Size and local= as suborn m pram or
spoofd by Cmgwry Rep-
Extsrhr- 20 gauge galwa m shoot nerd as zI R ad shown m ulanQ Locato w that dsehargo
wi flow hoer dorwrys wit lkiveways d trmerahq above ground
Gerirai Cartract. a n rota) al stow aver fanny pma dowiapoun which m hat c.cead n wads
or cpfmrss_ Stow fahrrcatr wed rated creaamd com lbw isinu _ Sit clan for type al dorvmnoun
to be used Do rot =open Wanapwt p'pq by oeam of root Iran w gunr - Ise metal wal
lrxitut wit s[ppw>L
ROOF DRAIMS Fa vd roofs, wade Water-oghf gutty CWWWCMM & kadr to dowrapwts hby veel
fabricator) Fr buhaq Imposition nob rwai mthr Joss 04810BP series Ibofto n wnketl-
487D8P tors tech outrun W 4950 swiss 1,- "I as regrad
REST ROOM FLOOR ORAIk Josam a'302 35AH n Rest Romp fExcent Pay Booth Lavatoryl
LURE UNIT OR WASH RACK DILAIR- Josem 1304-35AN r , rzdes snooty othnerwno. lawall 4-
S-trap under dais
CLEANOUT& In wtvtzI fart able focarra as ie� to pr.,ide arena to arty ran of
peat Br.mq airarierts s grade m ywd General Cwm m s,.v B(ackr" A717S w OPIN 104A
fdbaa over cA� m yad- San fabez m cwxrm W L can," ,cars a aspharoe o en4
TESTS: 8efm oearq pkpM make tigm air tact s sat lock mguiaLmtL
AIR III WATER PIPING
GENERAL- Coppw tASTll8S8) s s bo used fw m wit water p4ng. 1Ezceo smr*kw pipa wtho
plamws wlci way be Aftwnats bra 2. PVCJ Coopw wit uhrarzed prise must manta a antmnne
12' separaow s wrnm crrzmoa. Wrap una@d bead wrtk --Pohkm 930" tape in on d s
with- 12- at c oc uric Each wrap n have haHutdth claim, of prernta mop. Una deleetre couehgs
when for" Witt tlssa5 I mnAim- Fr wdrygord mpg, user lyw L aaemed Fr al risers Wad
exposed ppM m Type L dravra Urn Type K d reared by code_ Uss bras inners at natures,
When sper�tafr nerd by lock code a written dreeum at Can*" AM an Scowtl-Wwk.
approved ahwiwss ae I1I 6airaad Sch-6 40 (ASTM-A-120) steel pine, with banded
150-pourid rafeme rem f"trws. Redtbwa m pore smze n re made with reds- not tsualryt
Ream We ands, dens pipe and frttrgs of Nitres:- rm befm emecwq- knstail ground loon wvom
at eguipmwr tzvne<ma. Iced b-attes. ad Other in actual hcatrara n rands for tf�avectrq
plprq Wit emar edimuL 21 poly mo clikei pfatc ig"M s s aplso n. altNmae fw watw pmpnq-
Materrd shad be mataded orgy aside the fotadws at an financing r streehare r darn thereat- No
mteriel thg bo rm aaposid Pip shal be PVC type 1 (I1ZO or I220) scledcie 40 in sizes I %" w
sma8r: SOR 135 pats 315 n sins I' w tmr Sdvsn [arrst shall be ASTM D2564ai6T- PVC
pipe shal not be threaded- T}a ZVU= here PVC s metal MM q sand be dare by tte ma of PVC
molded roam tread adantw se athr agm, tramtaa htmgL
Co m new W wd west lira s ez om Ifw He. a building, yard or pump biodt: n ow-m
length of pipe tint
WATER flP1N6c I pitai wet. ezrwte Ii %' arewiersl wad aavtw of sa ffinom sun to rsm crones
OPNatrm Of rstaYd faoita as drtvrisad bir lock code wed rasher Avaatim at the in, ImfaY
shutoff waive m man scree caoecum nt not'a.ndrd by matr tmmary. kn fleeaq kwcatAN
rsta t MurBr W I OM sup ad was walro eum ad each Nwrh An a accmba wall delad
drawrgg- Ftrici 'lards wan wren Instad Mpry below but Are and slop to dart kwal
hose bobs whore sow m µare 2'-O' up wiess rhwW= srrerfeed Exterior Imes 6tds l cated m
btuidelg waky s have rem ream bmchhq- rated loose flow hose bebb w rxtemv bc,=, Gar.
Repeal 8-424-X w end with few. Geeral Contractor msp,re>b.e fr nstabatm of ma feedw Arlo
and vahvn n that plants and hen Weal Vahn m exam feedN Are n h�e of the wltrvphm type to
insure m bat Sow Moot Wow Mavrtw n ih rasa dm.- wwar swvem Valye to bo r tutaded 6-
above twghant sprnidw outlet Test Mpry to ncn leak4rn wnnctns-
Imtai Iwosa I" � A1bh m sack rev root Cram Repel 94Z-X r equal (Except Pay Booth
Lavatory)
AIR PIPING: Mara up wit tan wink 180 6L a pressure ad soap =its to up,tactm of Cone ay Rep-
befm mvwi} Assisi ya' a mniets, with all ad plug, when shown an plain 3'-6" up ales
otherwvse sprained
Insist Gan 17 valro Turns l6 dsk. v end, m ai a ourell
CAUTION: fI c nlpo'taef 11ar Ih d be n IIN ass iff brim Itr fill Cnmtrd s caFnwclolt Bolt
cmnresw m praa. Refer n plan for rehorng a,d piplrlg detail
PLUMBING FIXTURES Refw s Sdwhi an &v'wwx L
Steal FabU m WdW Gerd Cwmutw s n rande ademas support within wads to support wal
hay fslarn. ►anty tap favatormL rtL
13 Heating, Ventilating and Air Conditioning
GENERAL• Refer to drawrop fw type of eclurairm. to be fUlQhed. IN atribn" specrfican. ■nd weirs"
of alstafatiot
HEAT PUMPS. AIR CONOFTIOMING UNITS IW"k r without hostwk Refer to plain f.
requiremnenQ
FORCED AIR HEATING SYSTEM: Frmh and rate! a Lvmnies Iwstem as shown m ttie Efectricd ad
Vecharici %arcs. AF wort shad be n accordre� with the best peck" as outlined n tam American
Society of Heating and Veitiatng Engirmz Gera, Mien aerial
FORCED AIR FURNACE: F-rmcrs shad bew the seal of the Arnycan Gas Associa(ron and shad be as
shown to tie uawrl¢i. aoravvd rqua!- Contract. sled suonvi fw aprawal shop dawmgs oared
an the ptysAci crvriom shown oo this mechanical dad
Each tunic shad be stooped asscroal by the manufctw,.
Standard ecurcy 1, suopito wnh each frracs by the frnaa maw. iaMier shad include hmh limit
switch, gertr-mor type aromatr 100% Dint safety switch. ;u1cmatK gas Yerye, man gas snu otf
valve -A -GA type, duwndraft drwen,, flue ga item maavioid, low wessure requiaia lexcept on units
equipped fa L-P us), and firer ha1h. Contract. shay fsrrsh one set of filters.
FLU£: Shall be Metal Bestm- typo RV capped, with a G-C. Bfeidert CIL "Air X-Hamfer," full sae of
heater nuiirt-
REST ROOM EXHAUST FAN AND VENT: Set Secim M
DUCTWORK Sea Se�tioo 07.
ELECTRIC RESISTANCE HEATERS: Refer to drawings.
PAY BOOTH HEATING & AIR CONDITIONING: Provided by pay booth fabrcaim.
PIPING (fork OIL Natsnd Gas- LFG, Refrigerant PipirHa, e[ek Follow General Reourrements of
Section 12 and refrr to sorcrirc renutfirmenn IsTed on the Plans. Install such mp[m m accordance
wnh local codes andiw onfir,li compalry Irlw teems.
,Hvt:'1G 3)'3�`na /Y5 1e ,=:- vjf3 N+TN I�X7-aFry �No% 15-ig[1 C^-r -�.7
14 Electrical Work
GENERAL• Follow latnt Nat oral EWctrlc Code n this work "Coal whry suoriaded by local go.wrr�
cod" and mdna m n whic.k case the latt shay novas
MATERIALS
e Wire Cooper with mrnwas 606-V. RrM tr4ackated - TAW insulation a descrbed n the
National Electric Code and approved by UnderviI'I Laboratm. Inc. Insuatnn comoard to be A
high Arnowatve type of pofyrnyl chloride uLs' mirirwtw thckneas. IHWN enuilatm may be used
EXCEPT in conduits cornwcted to rennin xurmerxibr ownm- Surface print" Shot be n
contrastuq color Shwwq vaftagr rating, tap of nsuatna size. nerd name of nunulacturr,
a Wire Sizt Ali was 112 AWG rimer " 112OV1 w u shown m old : wtro mt sh w urea sue to
insure mt more than 5% vdtage drop at arty octet. urns Wqr roamed by code. Contractor to
bid an and total arsrdingly.
a fixtures and Fittiow Finnish andlr natal as reared by Sc,pe-0l-Wort, spe licaatb and
plain- All item furn(sled Nast have U.L label and must be accounbde to local govrneng
authorities and codes,
ELECTRICAL SERVICE Undrgaavi sarvca to ATrdrq avid pay broth a roomed uNass otherwrso
shown on puns- Locate prom box w a cordace with code r utility company resew r is to present
neat aopeaacAt :aatactory to Company flawezmtstive. Weds utdrtar cammanv retails sauce,
schedule mialatm.
TELEPHONE SERVICE Instal sndrgand Laidr n acCrdreo with local utility requre net d
shown on plans r simufrd by Cortpany Remsentatm. Instal teWchle sarvlca to phriw booth e
undergorunn cnndrt. when a phone booth n,home on tam plam-
GROUND COMMECTIOt I stad fr wive connat systrn as rrgrad by code-
UNOERGROUND WIRING: bald n rigid gahrarad stow cmdrt and rdake wetw-rqm- Cameo rand
cutoutt to uMnsdn-proot ova n pumps wit orspemerz_ Oa mt run contlut OPEN urioergound tarakt
Install saes m ad conduit run as rewired by cone- Muenee cryou t depth 18". Seals nerd peal bees
at put" shadd be istadad reside per. otherwse locals m van of pow &OWbCwt to smewa* of
interior property to named dalllage by auti000n�s.
Undwrixand galvanized conlia mat manta a mawnrn 12- seprami from Capp, him to pre.dnt
corroson. Wrap gahvarnsd covndn art►'Patykm 930'" taw went m s wit n 12' of app ar
Each wrap to heave harfuBrni ovrlao of rovnu wraa
Backfil ra'orauents fa tro chess w esvvamm spoofed a dr Sect= I and m Uid,gramrd Tar*
& Piping hsstadatem drrswigs,
BUILDING AND CANOPY WIRING:: AI wary nerd mndrt to be nestty mtard and coward wlierevw
pCH,,,n t CwKkM to be award a turn n a rpwiwwrn ramior of holes man though extern wads,
roof And rrwva Whit hoio n nemary, micas back elm plain and sataber 1rtlR should bt
used to ratan a prmarwn wwrtyht seaL Lhr.roc Plastic cem ent (Metcl s to be auWrd
germ o si f m the roof sat n ad ftttrgs aid saevrs Assay through the =I- Masts s ahw n be
appiied between roof and beciprtt
Fr R"wroL twh m rdcatod m piamL _ . raaY bd rut "Pasco m the face of canopy cokr and
building wanks. Keep such rura n a aasea owed neAtry and sacrry with roper Innings, acid porn
to rtutch Adjacra vrfaca-
PANEL & S WITCHING- Comphm owed to be per plan with UL label. approved by dty and power
sugplaw fw tl" tan- Um ascot bnaiws wink ntry sheer.+m paid semolina. Finnish ad rs=al
met, socket rd MCCC >s to Nat powr samryr's repLa esters L Man discos ect to be on"
type. Mecha ically Ali I I rght hgrtt break= with ar [msrsssr atanw so ngm kghu wd be
!cared on when cm4*ssa s tunned ad-
Speial Cormewq stburivi cover IN 1C-24TS41S1 ha n seal aids. Upon =mitt= at west des
cover wall be soaked by the Lmlpary Mamwro Machwac wnh a lead Wd wit type seal
When ti dcwq Panel, spoof l city wI panel Wa be Iasi
No uk'situbma n Showed aim grassy approved fw and job by CNIpa" Rap.
BRANCH CIRCUITS & SWITCHES: AIL worts to be balanced a ndcated m par -bedie of wary
yea Wars w wrng datac we shwa, harm[ t ad ckts, n nsasrwn aoowsbr had Prondt
perrmrwrtt trperNrtes in aiboaa I to e, w r�e,wmuve rats tape IN each svntCh At dad
and switch Irtrtw-
MOOIFICATIONS TO EXISTING ELECTRIC PANEL• Refer to General Noon for Q�uq remwwnwt s,
Use sure r=a m n an" pant what paabis. N prprsa wesgiatndr siad teed, to v raw
subilwlei asidn tam lowdnnl- FIN. typewti[un r eab®d wait taw utSn fw each aftwsd
swnw at the parer (Revanst Orin)
OLSPENSER WIFUNG: Perfrw al -tor'reared f. the rstailat= of tam sta, ..UE srstr
speefed m thse dAwrgtAdudry zlow4bw .w. Arid [ecessay =oft"= n eieCu tar kit)
reset mectrme Provide al teamed relive whom hat hrnnhd sink coutm Mtaet Whys rem
ekctraec dsp,aws w repiaamt piano codA,m teeda ao specified. longer mawfa CINwA
imtatatlw aatnctuaL
CONNECnons i FIXTURE INSTALLATIOC
LIGHTING FIXTURES Refer to hghtirg fans zovdde w the dawies fw marine, faun
chmactN tsq vie Wh n fsturas with asisano4 � pattoA m mta*& Mau cud aousn mts
at Ngat. with the Cwrlpa y Rea. Googol ad tailor connetuwa s tateays Mors snow. wma w
above tam wail r coin}
Covyoniose Dade rtal 18' Ip hm fetid floor Ira, ahewa wtad m plam
Boll Riwgr fSrvca Stabord Moans alai am to amvenercs outlet located wI Aube rows saw oh
sate ramL Nam bur w than wrapraad a� Munn taw an wit bran peuigr m bit s Re,
Comprenw- Cameo von tea parer s mawai varta m anEr�
CAUTIOIL CraaI of comp u s he hilad with ad to assay West helewe ressectrs}
Healtor r Ar Ceadrbi . HVhoe shrews w paraJ Corn¢t a¢wury to Own and Marfacnaw'a
imtrltDOM nAX*Vg rn-U units as reared ViMMW1Y 221FVJ
Water Nnetes Cmsm n svoaate 11DV cart
Sell Coatsiod Gasoline Pumps M Pero BheCkir Reaps a 2 Pole Crno bmakw wnldamal
Docarect & 110-V arty[ from pater to end µrep.
S■krrlyod Pwnps u Tankt Remry a 3 Poi unapt bi taker wall mortal Os�t & 22D-V cram
tram the panel throgh th disI amrnl Saintdt
Gasoline Oipessws fw Reyes ixmse Pone canti w Detir4hw" Stamm s rnwmafy
handled by seer(rhrng both Itepi. leads of the a m . The rely u[rI ore dsaesa at Lm
regrsy coulTel rsiryl ad than dlspNsrs eorstarvrq a sprem . vati t kn both can a seowatA
carldlctg man be rettrtned Iran Ih make =de at earth dmm�w Swart to the cwttrah relay w
switch gutter- A switched neutral mat be prrwded I. lh soermrd conttrd we* ,
Proyde "Fme4,t► Plum Short -Off STic,- As shown m Elmo Plan.
Hlummstad Psztic Sigee for bdioww %W Chevron sok wemal crsdrt n pale base a shown in
detail Provide sufflavm Wit w peter base sa sign armadev May make a ww"Caun w bast Fm spend
mounted signs, sit plant
CONVENIENCE OUTLETS - AI to Ise 3-r.n typs,
WeatM,/rvsf Ty►e Huu11 t15260 w omit Fr al uteri numm
NCR 295t itbbei 16 53U
Intsrwr Type Hubbd A5252. Bryant 5Z52. FE 406C4 or egg For al i"av a dgm pdatd
nickel r stawndass steel Husk caves Matt
220 Yoh Dwlvw AD to be of the fodowrq types. equat UL Approved Zooer. 3 win, 20 amp- 250
rota
-Hubbd 5462
-&yam 5462
with cmrpaam laca prate.
REST ROOM FARS ISe.. Sstmog pens Zephyr Mode Z-6 Nundacnred try pen VemArt. Cal-,
Ine, Fan Meta Oatr: Ibs tp 115 oohs 10.60 L-wcks- fan to be w►ed to the rest roan 6ghtng scot.
Sled fabricator a to prorlde and ratad fan. Ad duct work, harem. ere Gerwal Contract. to
comlea wing only, Whlen light sr.pcm, an caded tr n Rest Rowns. fan to be switched with hofrts-
UTILITY ROOM FAN- (Seayiw Siati,m whn sriie-wail neentiry s indicated on drewingsa
Peerless Electric Fan. Maud Pv&I 112-)'hz H-P. 870 C-F-M. Steal fabnestw a to.ovlde and ratan
fan."duct wed. hangers. vie Gerieral Comractw to cEmu,1 we" may.
COMBINATION EXHAUST FANNGHT. (When rilecated m dlrawriml-Nutore 6662. 90CFW 100w
!19m. PTgykde miecessaly dscts, roof hood ad coax. Fan to be swncned with light.
DISPERSER CONTROL SYSTEWF Instal and rnsrlect I" comorcts -" m n accwunca wnh the cram.
Coardmati tam work wnh the Mannufactv,'s Remnentatne err the "amen, sDtrlti,d to asslre
proper noeratm of the system and its comoorems. NCR Corporation IN Chevron IJ S.AJ Infant In.
:950 P.D-S. Termmaf. Gerwd Contract., hiovrAvr. wit ystad Ih und,count, tramlormN
lurnnhed by NCR -
INTERCOM SYSTEM: ROvrde a mmmtle corduit Svstem, wnh fithvros and weatherproof pull boxes as
shown m the drawmpx.
Man Station, meaknl add can banal: We be flrmhed And rwal ed by othm.
ALARM SYSTEM: Provide rely a S- diameter cartoon from budam to pay booth when so cii,mled try
Company Rep. Instadabm of alarm a mt a pals of the contnc-
AIRIWATER LINE HEATERS: PTa.idn car," and i.mO f. such mans mwy when listed under -Scoow
of Went "
""'OrG: ELL'CZXIC191_ PLi9A-/5 GO✓F�ZTJ IN C/95E OF
c Ao",:- I - Mn ilr�pl� CTo".
L '
h
"' f r A
x.-.. ..6 :�„ t
15 S ee B
uildin s
And Steel Cano ies
t !
9 p I ,
C7tCP-PT �F1C'/- F�16F7f11TEiJ iTih1Cn710E.S a'.�1r�E}tM c1NLLV2. t ,
HAS1T�-/uf�+RSc /iSR!>eI�(yvT. l
GENERAL• Fabricate, dervw to site and wect sham buddng and canopy complete. incl[dng perm Anted
below, n accridance with platy ad sosatutwm
Formiah ae4 Install
1. Sash, sash hardware, glass. orw way windowul. door- gains. and don hardware. onclLadrq locks
a shown on plain and described mu wire n theta sliMllcatloni
2. Sale roorit display, kbe ern corncez, and w000rts_ trash enclosure complete, includuq gain
and hardware as shown oo (mint
3. Steel monibers for to rack: wthde'g supporting steel angles, cops, and bracing
4. Supports tor phami6dg fuluez, too. twatan, as CwKbtiprwiq units, etc-, as zmwn oo mwmEll
5. Bob setting plan and arch baits for mtadatnon by General Contractor.
6. Imuatrn aid tawidrmfriq-
7. Roof dram, Isscers where dowrs,outz ra reputed. and concea d downspouts. Root "ran to be
sheet metal with Handed outM Isc rely soWred and pitied mechanc"if Il.t, riveted. atc-I and
Alta ernght.
a. Clips for wawa nPipe rt.
3. Touchup prrimiq-
10- Furnish orgy fnestamdrq inn mw suipp in and mac ndamplus nano wdwad "from stock;'
11. Mcharicat, slectticad and comwt items, wren stwuficall ntaiented on drawvnos,
ERECTION: Schedule delivery to sine with Company Rep. and Gerwal Contractor- DefNrtw o that
conciet■ work, arch bolts, and other pans of work related eo steel building we ac=21my mtaded.
Refw wry drsepanc a to Company Rep- so cEnTections can be mans and a good wwkman*e an wad
result. "n of space fN storng of matestaa to assura watctm tram damage. Cover floor to
protect them tram s ratchm etc. Protect ottw work from damage. Fray fast" and brae Ar to
buiideq pbmb and Ira and ■atal witQrst hacking and braerq to avoid waves, purls, dents, sap,
Caotwato with nth trade= Instal backing for arching avid support of stad panniom. hatures.
etc- and natal AccessNes. tee-. as necessary for complete j bs n outWwo h m talon
"Scowof-Wort" and "Plain amid Oetarh."
AD roof ople, made by the steel fabricator n be made watertght by Hang" up edges and fl ing"
ayes, r fey si ddray Ha,h t q la real shetL
Cut and sear ad pints betweer flwides co ngs and wails! wd between wags acid caicieto mdh
mastic. poet[ ports aproim Wy IA" deep. and wide surfaces dean- Use a mast: that Is
nonnrdrwq, oNsha*aq, that will make watrrtmght lon" and that can moody re cvwe, by pmms-
DmwEspeuta, roof alas went notion an s be sdidrsrd wit jns.d nachancady bur- riveted. etc) at
al pins to Isrrern seperanon wd leaks,
Bef m king pb make bteldelq watwit�", mat and fiw tp ad joints, grind smooth w othwlwio close
up arty allocated nawctms. wit toted-tp black stow whole damaged "hang wectm with W. P. Fui,
No. 3735 LZI Pinner, w aproved egtd round n Srvv Station Painting SpevficatweQ
Exposed stow framng at sash and glace wall shad be pad with commas Water. ground in mth
and prnsed to an amI able atpowrmL
Comtsarry Reprawmatne wit Stow &w" co mx-m,s fleprez+rltatme wn .spay m wam
campett Contact Comn;mTT Reare satire tons days bofm coiimlet= darn to Arrange the
rnsmclma Unacceptable w rtepewin wat win be panted but arad titeldeq wit be toted f. Matz
by flooding roof with motr, etc Care" or acprte defective w xcor pas wok and obta
CNnpary Rep-'s writtr mmil, i at job- Tla approval test awnriparmy mran botm paynties Wit
be made.
PAT BOOTIE Stadwd sirsigo any booths (Type A, 8. &I. C) wil be f rros}rd by Chyme USA n
ansaowra with "Buyers Guide" ordervig mcaarv- Gawal Conti acin a resparsbiw tr wwaeatem
of footxV wd tame base slab. wd fa hockue of condots wit pketlbeq.
SPECIAL DESIGN PAY BOOTFt Refw n unarm wit =mpMmenmwv hates, Fallow rt(aramim n
Secton 15 fw fahricatioa Finnish booth cidi a rnth ad ilexes shown aI tar drawrrgs. ncuoi q
lbut hat fnnited tall Casfkr's Counts. Shelve. Traaactau Dra1ver. Hutog and As Corutaarrq Unit,
Eiha[st Fanrlight (Sect 14L Light ing Fstsrez lSoct 14). and fetish parnng-
DOWNSPOUTS: See Wad for type ad sea The Steel Fa rtatw well flrnsil and stalk
-AI gahi[ary shim anent abwisanxi
meted aid copper pipe cowi spares wMt Onnl we eorQaiod rode of wads a clikann_
Steil and c000w ppe dowmpwts ward a t tint carat' will be Iwmezhed wit alstaied by the
General Contractor- Steal IaI tar to coopwwe As necmay IN cutting, iptng, ono estamg
dommipaum hs*suridrq canopy dowrelpo m ante conatio s to be estaded by stew fabricator wit
to be tortmertely Im®fod PrANY wcmbity her drlwnspnat bonnier_
Lori doer n=m m as detailed m dawngt Whwe dawrnooun wv owmnted to spasm gaud
indicated m plans r staeciI by Canaan Real- Locate w that wow mid wt flow.e pump War
&WMS", w M from of &Wrwayt takrq ern OMMO OM shoo of yard pavwtwm-
Minrrsrne acceptable Inc
Servitor htddegs ad On =a m -Ek of dewxaewm wa fa ead 200 savwe feel of roof
artarhd campers_ area t 12 sore adio imontrit - Locator wall be hated m term
Freestar,6M cu oPmr - 3" nkreersn stadard sclrhdk 40 steed pip. ASTM A-120-
Pay Bootle 2' thirmvn =canine 40 a wlapa_
MATERIALS-
Aluminum Trim Whwe algiohie- Trap at rtwiwo and sty whey Shawn m Mora a to lodow ohm
and detaiy for stow and Av,ai drrtnnorts, Tomw, alloy, and ttw-knm of ahrmua n to he
recolEmwdi d by Fuld ig fahrata Al akiaws shall be backed with sle" structln as reamed to
resat surface and Cana deists_ Ahaiwaam sae a to be of etctd aid brlgmesleo frith. and roteeed
with a mrmrrern 0.4 mid crew batwall ruck raaug Fabrcata a to vnprt samows of tdafd
aurnrtm to Company AM fN approlaf-
Strresnl Stso: Steel flu" s d, except as ortBrsvao specified shal conform to the fil,dom nit
sperifcatwol, In ha use wi cid-Beawner Steel be acceptable -
Plato. Bat bars, rods and svvetud seed s, . - ASTM A3&
Roe - "ani"a a ekctrc resstan welded pw ASTM A53. API-5L Grade a- SpH r nee to
extend 0-05%. Made frow ogee heath, base nvelim r eketoic fumacv veal
Unfir l Indbi - ASTM A307- Hi ghl VMWNjth baps - ASTM A325-
Sheet Stne: All steel shorts maw be hal4kpW ykw, N equal aprmed try Co mmarry
Representative, nmmmn■ gay" rsted a f niaw=
Minimum GamTa
Waft aid Trash Ennioarn - 18 gauge, Fas® - 16 gauge (Pay Booth Fans - 18 gauge)
Roof - SlwKkg seam 2"-O' or- - 22 gauge Staodaiq seams 1'4- or- - 24 gauge
(gauge fa aft spavgs ez ummry to s[mpwt probable bads as approved by Corona
Represematr.el
Conga -- 24 gauge Guitars - 22 gauge
Use wad sheets of length sufficient to extend from foadation to sprint course-rso hlonnerin cants
iniess Authorized M emtrg by Company Red- N shmwe om the Drawmns.
Steil Fascist Exposed taxers tN Hallmark arid SUPIANWn buidiuu. 16 gauge galvanized steel
sheets with I6 gauge gi. butt strips 3' wide a al points between sheets, Tack wekd along pint and
COPE, with platy metal hirer and sand fhaht USA sherimi spews Impugn tascu to butt strap prow
as Fmuired and amd off heads flush with fasm- Fit and sand flush, As acoM
i
FABRICATION: Follow latest eahti n of American Welding Society Standards and Coop practice fa thn
Type Of work. Control heat to mini ors effect on uatvanzing.
Before fabrication. dean any swiaces of black structural steel members that win be Inaccessible after
fabrication- Remove all pit, grease. dint scale, etc- and rime n accordance with Seance Station
Painting Specificatowcs IMUS 2531.
Alt, fabmztm. but befm ROVOCatm of steed sheets, clean and prime all black structural steel
member n ifs maraca.
Flange sheets w fastenings wid be wostncuaa as Dosvak, No fastenings exposed on extenor-
Arrange sheets so stienci marks ate concealed whenever par i ble.
Roof sheets to have a ciased. witenitm standing seam. High end of roof sheets to be turned uo a
minimum of 2" and to be counter flashed to prevent water from being blown over end. Where roof
sheets drain into ouster, deflect ends downwara tO ve ue arm and flash per plan details. On flat roof
design, extend gutter 1" minintu a under roof sheets and flash to parapets -
MASONRY VENEER CLIPS: Tack weld corrugated meal brick ties to wan or colurrm 2'-O" o.c- and
every 4lh cmrsa for M330MY ins specified.
I P` 1
PLANS AND DETAILS Ftrr i IT xtr ctw-1 framing deign and deta" to meet ragornrwats of rpv.rrrq
codes and ordinance and n accndarra with good orutco. Whn roomed by ndnarra these
drawings wit be approved by a bcrruwd rngrrea. Dearman that " data" shown m plans 1rmMd
by Company comply with such rtgurarrwnls nerd good practu. It mt- adaw wnh Company Rep.
Accurately follow of dirrefniom, Ibanez, data". etc. shown m dam fumched by Company unim
Othrwse suthortr.d by Company Rep. n writing.
Prepare belt setting plan for foundation and any maven walls and check that fo ndalion and arty
masonry walls shown an glans turnished by Company wall oroorh Supeat sincturs n accordance
with gorwrrq coda, ordmu . and via eonwtfom. If not, dehar any chaioez innormy sing adyraa
Company Rep. Furnish Comreery Ap. complete Nam for colranatm with Either Cmtractws n
lacatm of pip". camdat. arthiwx. braces. etc-
Wherr silo w nledin ,moo a ltairfy, n deter n by Comm mr Aeµ, alternate pier type lmtsgs
may Ire sugstr red for cootvauns footrnoa. Fabricator to fur eh str ctral desern it alnrnan
footings cored to 12' nmmntm below natwal grade. When still s filed with walucomcected soul
fill material of Adeq ate herng capacay, loom ss ray be mtselod 12' invention beelow top of fill if
approved by Company A". Depth of ntrmedato foundatue may be redcad to 6' mnirturn below
f inisled yard grade r 12- below finch flow grade, whchever a despr. in freeing ion, ad extern
footings ad fou datoi wads n extend below frostown- Depth to be scscrtd by Compare, Ap,
Manton mm�aao clearance of 11'-6" under oerhead dow when r porn pesmoa Hwdwwe
instada= to Wode fa door to be compledy hrromal wren open,
Design tnasn with camber to equal deHectim Wien rscted and loaded
Provide backinq fa propr amhaga and support of Nu bang fatlrads. tilt boa,when imchnded an
plans), rest rounds' stall Panniom, o,whead l be red, rd othr f xten and egapment Illdreated m
plans r Inverted by Comparry Rep -
Provide smooth frch m the followrq surfaces Exterir wail. spttics- fascia- campy ceding. rat
mom wadi and ceilig, aid sales toms Fill, and sags row wads wed vouni
Prwnde vemiation and access do m otssrupp omta lncaown ter eir' space. such as oar
cedrig:L
GUTTERS Locatna depth, nerd slow of gutter to be determined rd wu.drd ez Plecam ry iN adeaste
drayage n l city whres gu idng s exacted-
Mrrerran amenable met
Gutter Wdtk 1 O' an budding, 6' m catlopy 4' an Market r &
Gusty Deatk Malnsm rac-ti:al Pay Booth
16 Addenda to Specifications
PL ACE L(NI Of ,f IN R[IH`WC IN ,
PRIOR 10 PLACING CN.CREIL OifVRpN, u.5 A- RLPRf SLNI AI I v[
S:ALL INSPECT RE IAf,,, ING 10 OrPCPPI11 b41 .,ATAN IE
SOPPWI HAS BEEN PLACED IN MOIR TO Vat ITT, KSu FRONT
'DRIFTING' 10 1HL WNNf R51O( 01 INf SIAB puRpb Ca¢R[IL
PLAC[KNI. COP", It PP(5(HIAIIV[ IS AUL10RIlfD 10
DI RECI THE CDHIRACTW 10 INSTALL .1,01llh4l KTO 10 PINt I.
5. CONCRETE J011115:
A- SAw A., LONIR0. JOIH,, SHALI BC P(Rul ll(O WAY IF
INCI ARE C.I FROu A 10 '2 HOURS Afa[P CONCRETE IS
POUR[o. FILL 101.1 As HOPED BcLDv,
B. TOWED JOINTS q! PRE-r ORKD JOINT ,,5(RIS AR(
PREFERRED.
tin JOINT FILLERS. 5EAAANIS. ANC) IHS(ATI,
A. RI610 PVC CONTROL JOI NI rORW 1NL bRER15 I v3• p[!P
Tilt 1DPUCAP SwµA6E REAOv[UC B[IORL I COIOPINLI IccNI
OR LC AIL, -"I SE ALCR IS APPLIED.
'11PCAP• DAWFACTURED BY 6RCENSIR(AR PLASTIC
PROOUC I5. J]III 225-S.M
YRAC[ InWCER• Br PRWR(5S
I"I , W I E,. 12121 6.1- )w.
.ANI Br HAReaIR TOm1 PLJSn15. _1.... ..A-.e5,
B, EXPANSION JOINT CAPS. VINYL CAL PVC. 1/2' 111 (L R
2- NIGH.
CAP SHA1L BC LEFT M "I'( CULORIC AGENT Aeu
K Lexuh SCALER ARE APPLIED. p[wVC Di, ml[H
READY 1D PWR SEALANT Ill UiC JOIN,.
CATALOG WAG. I., II/2'A 1i2'I B, GR(CNSIRLN_
CATALOG NO- vP I]91 11 /2'v v2') tlY
v 1.1171, _, 16.11 L5LL2111
c uPLNSION JOINT FILTER: IS(LECJ aE BASED OI LOCAI
C.1CIT1 W151,
_1/2'A 5 1/2. 5[If EYPAN,ING CWK (A.S,T.N. D11521,
AS Af O. BY CAACE. KAOIYq. IEANA111C, ON [1NAI.
-I/241 5 I/2' 5r1, Hn1C'DAY INICAT Irvc. ErA, ox
E 0,11VAItN11 A5 KD. B, '0"S"'. I,IRIUI CHLN
K'DONS. OR to"AI, HOPE 1Hn sail 10,,, .V51 ,,.I
B1 TAP O5ID CONE NmOus r To Pn Am eau PxDWas.
PRLP[R JOINT SEALING IS ESSENTIAL.
D. LAPANSIOI .IOIM A CUHIR,, JOI IN 5(AIANE Ic0.CAIIHACr.N
_I101 POIR(D RU,lI1II(U COAL IAR AI•PLIfO AI APPROA
I41[LY 350 K6RE(5 r,Hx. (Ov[P CORx [iPAN51 WN
J01-1 11LT[x OAn.
_TW CO "A'NI PO YK R. SC,r-ILv[1 I1U nFe. PouR
ABL( Al 60 10 50 Il L$ fAINR, USE OVER AIN,
E YPANSION 1OIN1 FILLER, LNNUF AC TUNERS:
_IERMASTIC-W05[AL•. KAODHS •w H.A•. OR E.4
_[tPANSION JOINT SCALIR 104, u.1Uf ACIaR[U B,
I HERUAL-C.I.
- o"'I suRnas w5T BE THIGWIG,, , 1N [ AA10 BL,,,,
POJWHA0 SEALANT.
17 Scope of Work
ENGINEER TELEPHONE DMSION
IMPORTANT NOTE: When the rnern of the pram N the Sap s rot dew. w they dsagea, the .
comtratw s to tanac it* Compaq Project En i weer l efm the dispunBd wort s
herd
The Geer wad Contractor a roaosble fQ al lafsw, ,Mown, on.,. a,upme2", ttarspwaunn. tots
and swam oe(�ry to corunund ah ontvv OPwvvmg [yet ark" offSm work, der" Of see, and
delwFtion of natnq-rwNerrs pw attached Liam ad speahumm and hit [=dn EXCEPT tam
f allowri¢
A. Fabrication said esecom of Btaibnns, Canopy s rd Pay Booth pr Section 15. Comtrutian
Speciticatioret 10aw by Steal Fabric I
B. Obtar>tq ad penis which " rrequsto to Budding p,nrt issiraca. &uideg Pemrtyi. Ar
Palhrt= Central Panel, Ernnrhment IOrrvewar) Pwmw, ad Sim Fauns- ol�Ig fees_
C. Payment of Bonds, Anessinrrts, Front -Fort Fees, etc, Hemmed by Governmental Ageniat
0. The Par rem of fees deectfy to a PEI [brtmaPq for the relocann of fackney wnh ndty ca maq
personnel: the calm err of fees to natural Oa and elecircxy esnwr.ws I. m1adatm of say,he,
E. Pamtrq and prang of taaDrvoaoned budngs, speoati" or pooso em-
F. Rack Boa amity Asnhah Pavinq of Yard and Street. Al or" n siren. ISubgade to Yard
Inches Below Fmnh Grade.)
G. Landscaping and S.inklers-
Company wi fwr"h my the fadowmg matwuh n mwiutms as rewired per Mara lostaiatd anidror
Assembly to be Handed by tam Gerald Contracta-
1. Rrlahicated Par Booth. Compleu cJoc psr�-Fit n*ea7 Gu[._o.-as,[w..osY
2. Undrgroud Tar*I- Tank Burial _ Feet Below Finch Grad..
3. F� Bain, Fill Caw. Fill Tubes
4. Check Valvn w Safety Vahn
5. SuGrwged Pumps, Lank Beteuon. and Pit Bain
6. Comentmnal w Electronic Pumps v Oisowoas, pimp Computers Wid &- i:pw Vdvn
7. Ar Comres=or Arid Corbination "Regulatr Fite-OiN"
8. Automotive Lifts
9. Com6nation MwchwidswlVa4t
10- Al An & Water Reek, with Healer if Reared
11. AD Light Fsturn Except Incandescent
12 Steal Desks, Steel Cabinets, Shehrq wit Steal Locke"
13. Light and Sign Cohinm When Designated ez "Comoarry Furrshed" On Plan
14- Driveway Signal System -
15- AI Safes Reputed
16. Fie Extinpostlas -
17- Oispensr Control System. Cortplete With AE Accias a And NCR Interfao
18. Viwal & Pit box Taik Gauge
19. bin T►emaa
M Vacierri Cleaner
A.
21. luh Pumps a d Overhead Heels
2Z Drrikrq Founts or Watr Cooler
21 Loci sets tin Company -Operated Statrzm Ord►
24. Mixedanewa Sqm a d pecay
2& P n S gin adlor Prica and Serum Bond
2& An & Water Red Sim & haw
27, Pay Booth Guard Posts
28-
29-
Materials Fwsrshed by Coop" wit rnstalod a Ours:
1- Haiie:k ldesrtrfeat= S-gri(s)
2_ Tape Film fr Build" & Canopy Fasdn
1 Pulp Block Lrghtw Bun
4. PdTiwm Lawmacmat wit Adhesive
& Intercom Matt CMUVL Speakers wd Cal Switch
& NCR 2950 Poi" of Sat lwnwtd
R-U. is wit Special kstruniwn --
1. Cwr&w Retemv p, any wa wet he Aprand fr Pvyiles[ Until Conscted broad Pis Roved
2 Equipoe t Fricf exit ►y Con'prry Babyrsd to
(Except Tardy. Hosts. Pales fkkyaod to sisL
3. Wthin fin 151 Days after Contract Award tam Gard Contractor m to Su wart a Conuu mu
Schelde Acceptable n tam Compaq Rerasnmm.t
4- Tba Bid and the Corotrucbov Sctduie ore ia he Rand am the Follow
a. Tod Job Length Calendar pays
b- Steal Ervcrme Cdadar Dap
d PC� trri CmTwmn rind . Drys
Pip Pay Beath Roof Leads To
I Plot &nidry Hoof Lander: Tic
i Whem noted below, Gslyd Conmxtw s to In UPP, v th foibwrq tgirpmeott. tsiaattvoa weii r
soap
a. Wallow Coverau, pa spovliiutiwq Incatiordst
IL COPAN wit Wang for s a ugor watw here beatrs at the fanow'nq
lbcamnyk
c. Spare c0pd t from Ira viictrc pawl n bra' 9 to pay booth fr aiaw
system
EL Reps" wit reaad mblI ttspe�s. tDecas twadwd by rarva"i
a_ iLalrfmra Sla"MW Web Stage D Vapr Reto.wrc kwall boss ntreww Wit 12 tL Yam &
prod ct huset
f. Provde addmmal twilit Wed pull bin fr noncom speana trtwvl ■
Servo Station Offict
g Provide poi bun 4'4i' above pure blocks for Mwtow d buttm&
0uannty
& Ptvraie Trnpwwy Serves On Joir
a- Job Shack
b. Tefeohe
c.
d
e-
i-
7- Reva ps Onir:
Remove Fvlowrn Equip e t To
L Pump grid Osoerison
b- Ar Corrprml r
L Safe
d
e-
f-
Banc Senti,ra of Cawraetnrt s as FoBnws:
Construction Specifications IM.0-S.243)
Chevron
Chevron U-S-A.Inc-
Marketing OperatlonS San Franchsc0
J
�y����
tl9NVkSki AdzNMiSWaa?GaA'..Mil
zvimn-,n.F4&G..
Ins.-.rs ,,G.,X,I Lll,,.,,,.-�-.mG
'.:
S,."s,n am"=r...9� 11..kf�a^E,9^.LNS�3n.�
x„ ,.
:>r Ym6L `4LL
Q _
DATE:
:,
m
20 10 0 20 40
SCALE IN FEET
NO. REVISION
k 2•
^v.FnEt'A".
0
I
I
0
0
0
co
I
LiJ
CID
Ln
in
Ln
rn
I,VIIV Y'KVVIUL J 4 u. Mir•I r'ULL V
PROVIDE 3/4' C. W/ BOX L WIRE FOR PUBLIC TELEPHONES.
PULL WIRE. SEE SHT. PUMP (TYP.) / 1
E-19. U - - COORDINATE STUB -UPS W17K
o P1=9,11 (3) 12,000 GALLON SOUTHERN BELL.
TERMINAL BOX. SEE � /_ - �" \ UNDERGROUND
SHT. E-19. \ 3 47 / / GASOLINE STORAGE TANKS y
PROVIDE 1-20A CB 1 /P�_�� \ I T24 I
IN PNL "P4" FOR THE IRRIGATION
CONTROLLER. ; /� 1 19 CKT! P1-24
2 46 /
0 = 15°1W44 I
R = 675. �0' I II
I
'
SEE RISER DIAGRAM SHT. E-03� i-� CANOPY SUPPORTS r r .. , ___n T g�•5-4h I
NEW UNDERGROUND ELECTRICAL
SERVICE. SEE RISER DIAGRAM SHT. E-03. COORDINATE ALL / II II {
ELECTRICAL
WORK WITH FP&L BEFORE / CASHIERS 1S, j
CLOSET
COMMENCING ANY WORKpp . ¢ AREa- I I 2�"��
— — — — — — — — — \ .f2_90
-x Frederic R. Harris Inc.
y 6300- N.E. First Avenue
Fort Lauderdale, FI, 33334
:. ':15 (305)' 491-3311
DESIGNED BY G.R DATE PROJECT NO.
4-12-90
— i Associates,
s Inc CHEVRON
o DRAWN BY rn' I Y H U r n a n / 1 S S O l l� f SCALE 30084.01
G.R. 1"=20' ST. LUCIE CROSSROADS SHErT.
G\1 11t �C�� Gr�OG'C CHECKED BY BEINDORF DIVISION
0 0 �
R;N; CO 1990
3885, 20th Street, Vero Beacr�h, Florida 32960 ELECTRICAL SITE PLAN' E-01--000 00
FIELD BOOK NO. P. Tel. (40i)562-7981 DWG. NAME
DATE BY N0. REVISION DATE BY Building client relationships since 1967 EL-ST-60.DWG
,.. ..a� #a .�,R ,'.` •gym '
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NOTES
w
.Ln
1. CONTRACTOR SHALL FURNISH AN15 INSTALL:
A) CONDUIT AS SHOWN ON THE UNDERGROUND SITE PLAN.
o
"
B) ALL CONDUCTORS AND PULL LINES PER U.G. CONDUIT SCHEDULE.
I
1ICGI CONT'S.
UNIT COMP F PUMP ' F —'
PANEL STARTERS & i I = FS ,rt�
P2A" 24 DISP. SN1S. �iJ �r�' r"I -- :,;r R SEE NOTE 4 F F X:=
G �� O F •---
IRRIGATION PANEL ~—
CONTROL PANEL F
17
IRRIGATION PANEL F P28 F f f
PUMP "Pt" 111111 I}�I
G METER G SEE NOTE 5.
( CABINET p i
NOTE: IRRIGATION W/CT'S FrY—=/F/
IRRIGATION PUMP SYSTEMt�
ONLY WHEN VALVES NO. VARIES F '/j`� F�� i
APPLICABLE
SEE PIPING PLAN %F_
F GROUNDING ELECTRODE G
I
EQUIPMENT
PROVIDED BY
INSTALLED BY
�G
CONTRACTOR
CONTRACTOR
CG
CHEVRON
CONTRACTOR
❑S
CHEVRON SUPPLIER
SUPPLIER
❑F
FABRICATOR
FABRICATOR
C❑
CHEVRON
CHEVRON
AIR & WATER JC7G
P
RACE NAY
1"0f 4DvCTC,-
PROVIDEC;r
F -;lVID-�
":STRLL.
SYMBOL
INS'AL'_F_D
3
By
CJND�IT HY
CC%-RAC-JR
k )',TRACTOR
—
;-ONTRAC'OR
W'REWA\' BY
^iiNTRACTOR
CO%TRACTOR
CONTRACTOR
CONDL, T-OR WIRE-
SUPPLIER
CONTRACTOR
WAY BY CONTRACTOR
FS— —
BY FABRICATOR
SUPPLIER
CONTRACTOR
P
CONDUIT BY
CONTRACTOR
CONTRACTOR
CONTRACTOR
(PULLWIRE ONLY)
F
BY FABRICATOR
CONTRACTOR
CONTRACTOR
D�pI` 'ENSER
SYMB:)LS CONNECTION B '
s CON'RACTOR "p
o SUPPLIER �T
TELEPHONECO. "
INDICATES BILL OF MA =RIAL
NUMBER, SEE SHEET E 14�` °
INDICATES TEM SPECIE =D IN
MECHANICAL OR Cl ECTIONS ,,
4�,
CG
ELECTRIC DOOR TEL BOOTH
STRIKE K'T BY TEL CO A.:
LY
D LGHiS
NOTE:
SEE SITE PLAN FOR SIGN LOCATIONS
CONTRACTOR MAY BE INSTALLING
MORE THAN ON
MARKETER BLDG.
SEE STL. BLDG.
FABRICATOR DWGS. FOR PANEL SCHEDULES
BY BLDG. FABRICATOR
CONNECT TO 3/4" (P X 10'-0" I DO NOT RUN
COPPERCLAD GND ROD & TO I IN WIREWAY #1/0
NEAREST COLD WATER PIPE. EXPLOSION PROOF SEAL (TYPO
BOND TO STRUCTURAL STEEL. I SEE DETAIL THIS SHEET.
2 SETS OF: (3) #350 MCM—THWN,
1 # 3/0 (NEUTRAL) IN 3" C.
(3) 600 MCM—THWN, 1 #3/0 THWN (NEUTRAL)
CARWASH BLDG.
& 1 /j1/0 (GND.) IN 4" C. BOND EQUIPMENT GROUNDING CONDUCTOR TO
LMETAL COLD WATER PIPE, BLDG. STEEL &
o (1 r� —ate-- a--�.�5.-..,_. — GROUNDING ROD. SEE DETAIL SHEET E-16.
y,
I
dh
oi
III
,l 4
F}
4'
I
I
RIGID CONDUIT
SEALING COMPOUND
USE COMPOUND MADE
BY MANUFACTURER OF
SEAL FITTING
NOTE:
}
xn*
PUSH CONDUCTORS AWAY
CARWASH PRIMARY
SUB PANEL MAY BE
F
FROM THE FILLING
DESIGNATED AS "P3"
OPENING & FORCE THEM
OR "P4" ON CAR WASH
RT SO THEY DO NOT
VFNDORS PRINTS
'--
t Inl rInKITA11T t."Tl l
TICAL SEALIN
SEAL FITTING INSTALLATION
N.T.S.
EYS CONDUIT
SEAL FITTING (XP)
PACKED FIBER
DAM
r<.. NOTE:
PROVIDE EXPLOSION PROOF SEALS 18"ABOVE FINISHED
SEE APPLICABLE- CAR WASH FLOOR AND IN ACCORDANCE WITH ARTICLE 501, CLASS 1
EQUIPMENT SCHEMATIC AND DIVISION 2 OF THE WjA ,riT NATIONAL ELECTRICAL CODE
TYPICAL FOR ALL UNDERGROUND CONDUIT STUB —UPS
INTERCONNECTION DIAGRAM ° ' INTO EQUIPMENT
SHEET MAIN POWER SUPPLY
DETAILS.
s.
i" tits
�' -
d<
S`
r�
12"
FLOOR
OF BUILDING
DETAIL
N. T. S.
FOR SERVICE GROUND
61 Frederic R. Harris, Inc.
6300 N.E. First Avenue
HMRU Fort Lauderdale, FL 33334
IM-8
OKEECHOBEE RD & ENTRY BLVD
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
•
;
FI FrTRIrAI gTANnARn nwr.
Chevron
Chevron U.S.A. Inc.
wo Marketing Operations
REVISIONS
ELECTRICAL RISER DIAGRAM
120/240V., 30, /_� DELTA SERVICE
W/ CARWASH
W/ ENCLOSURE 600A. SERVICE
SCALE: NTS DATE:
DR. CH. APP.
E-03-000- 033
1,
m
m
0i'
0
b
0
0
M
0
w
F-
w
w
x
in
i
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TRAFFIC FLOW
SEE NOTE 6
REFERENCE DISPENSER
NUMBERING & JUCTION
BOX ORIENTATION IN
RELATION TO BUILDING
CONDUIT NUMBERS SEE
SCHEDULE AT RIGHT
(TYP)
GUARD
7,no...
r.
,:
... X
,, y..
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v
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.. .p . ^, •.. • � i.
... .h:,
,r
C.
M. Si`^ .J rr +^CM'1 ••+^Ma •, f
°
DISPENSER
DISPENSER
v� :. J ,.✓'.
r�rPlcot_NOERcr�our�D core©ulT
FPiD
n
S P LJ
FPta
•,.,
CONDUIT
CONDUIT
CONDUCTOR
COND.
_.._
FROM 7
TO
S
P
u l
� CLOSET PUMP MOTOR
+
3/4" 2+G # 12 THWN RMC WIREWAY PLUS UNLEADED
I �1 1 Z IA" 1 I ,, , 1 r, ,,.,. PUMP MOTOR
HEDUI-E
REMARKS
LATERAL�(SEE NO
:ZWTC F- 1 2, F_
PUMP POWER
SEE SITE PLAN
SHEET E-01
— —4— — TO POWER SOURCE�TO PRODUC TANKS ( R FUTURE) DISPENSER J.B. #5 DEPEND ON DISPENSER
— —---------------------— (SEE SHT.E-15FOR DETAIL) MANUFACTURER AND MODEL
2" C. (U.G.) FOR DATA WIRES, RUN OUTSIDE �( 2 3 4 5 9A ELECTRIC DISPENSER J.B. #6 SEE DISPENSER WIRING
46 47 48 49 31 32 33 40 OR UNDER BLDG. COORDINATE ROUTING _ _ _ _ TO REMOTE PUMPS CLOSET SCHEMATIC FOR SPECIFICS
& STUB UP WITH BLDG. INTERNAL LAYOUT 53 �-6A 44 (SEE SHT. E-01 FOR 10 WIREWAY DISPENSER J.B. #7 (i.e. WAYNE 387/389/390/490
242/244 TOKHEIM etc.)
_ — —� TANK LOCATION) 10A DISPENSER J.B. #8
—� I
35 39 TO CAR WASH (AS APPLICABLE) 11 DISPENSER J.B. #9
❑ 34 — — — — — — — —�>—
51 C 13 < 15 ;
11 A DISPENSER J.B. #10
CONDUIT COLUMN LOCATION ELECTRICAL 12 DISPENSER J.B. #11
i CLOSET 12A 12
w
ISLAND MARKETER (IM-3)
= SEE BUILDING MANUFACTURER'S DRAWINGS FOR
< a BUILDING FLOOR PLAN AND ELEVATIONS.
U
Ir
IFP4> S P U
V
r S P U
IFP 3 >
DISPENSER
I
I
`2J
❑-- CANOPY COLUMN (TYP.)
VERIFY CANOPY CONDUIT
COLUMN LOCATION WITH
BUILDING MANUFACTURER
ERECTOR DRAWINGS.
❑ h
TRAFFIC FLOW - CD7A
1
NOTE:
r
IFP2> S P U ALL CONDUITS TO BE RIGID METAL
V CONDUITS EXCEPT RUNS OVERHEAD
r, E_ S P U MAY BE EMT.
IFP1 >
CONDUIT RUNS MUST NOT EXCEED
DISPENSER NEC CODE 360` BEND RESTRICTIONS
BETWEEN PULL POINTS. CONDUIT RUNS
Jii\INDICATED HEREON ARE ROUTED FOR
( >
It_ PRINT CLARITY ONLY.
DISPENSER — TYPICAL_ UNDERGROUND CONDUIT PLAN
N. T. S.
DO NOT SCALE THIS DRAWING
FOR SITE ORIENTATION AND QUANTITIES
OF CONDUIT SEE SITE PLAN SHEET E-01.
NOTES:
1. SERVICE LATERAL CONDUIT (::E) AND TELEPHONE SERVICE CONDUIT 50 SHALL BE:
A. ROUTED IN NON —HAZARDOUS AREAS ONLY OR—
B. SEALED IN ACCORDANCE WITH THE 1987 NEC
ARTICLES 501-5 AND 514-8
2. CONTRACTOR SHALL COMPLETE A OR B BELOW:
A. PROVIDE AND INSTALL -SERVICE LATERAL
CONDUCTORS AS SPECIFIED ON THE
ELECTRICAL SITE PLAN (SHEET E-01).
B. PAY LOCAL UTILITY COMPANY TO PROVIDE AND
INSTALL SERVICE LATERAL CONDUCTORS.
3. CONTRACTOR SHALL PROVIDE ALL CONDUCTORS OR PULL LINES AS
SPECIFIED IN THE UNDERGROUND CONDUIT SCHEDULE (WHERE REQUIRED).
4. NO CONDUIT RUN SHALL EXCEED 4 QUARTER BENDS OR 360 DEGREES TOTAL
BETWEEN PULLING POINTS.
5. 3/4" CONDUIT SHALL BE MINIMUM FOR UNDERGROUND RUN (EXCEPT WHERE
NOTED).
6. DISPENSERS SHALL BE ORIENTED ON SITE WITH J—BOXES AND DISPENSER
POSITIONS AS SHOWN.
7. NOT ALL CONDUIT NUMBERS LISTED IN CONDUIT SCHEDULE ARE USED, REFER
TO PLANS.
8. REFER TO SHEET M-1 FOR ACTUAL FUEL PRODUCT AT EACH DISPENSER
LOCATION,
9. DATA CONDUCTORS ONLY IN THIS CONDUIT
(CONTINUOUS FROM JtiB. TO DATA DIST. BOX, NO CONNECTORS OR SPLICES)
SPECIFIC NUMBER OF CONDUCTORS IN CONDUIT DEPEND ON DISPENSER
MANUFACTURER & MODEL SEE DISPENSER & WIRING SCHEMATIC FOR SPECIFICS.
(i.e. WAYNE 387/389/390/490 TOKHEIM 242/244 etc.)
S.T.P. RELAY
HINGE (TYP) DISCONNECT
SWITCHES
SUP UNL REG DSL
❑ ❑ ❑ ❑
DISPENSER DISPENSER JUNCTION
FUELING POINT BOX NUMBERS (TYP)
NUMBERS
(TYP)
BOTTOM
OF
ROW
MAY
NOT
BE ON BOX
"POINT 8" COMBINATION —STARTER RELAY
AND DISPENSER DISCONNECT SWITCHES
FRONT LAYOUT
DISPENSER J.B. #
13
3/4"
2
#12
THWN
ELECTRICAL
CLOSET
CAR WASH
ELECTRIC WIREWAY
CW TUNNEL LIGHTS REMOTE
CONTROL AS APPLICABLE
COMMUNICATION CONDUITS
BY FABRICATOR OR
14
AS
SHOWN
AS
SHOWN
AS
SHowN
THWN
RMC
PVC
ELECTRICAL
ENCLOSURE
PANEL "P-1"
SERVICE LATERAL (SEE SHT.)
SEE NOTE 2 E-03
15
1 /2"
PULL LINE
RMC
ELECTRIC
AREA
OFFICE OR
UTILITY ROOM
TELEPHONE
FIELD ELECTRICIAN
ROUTED AS APPLICABLE
16
1"
PULL LINE
ELECTRIC
CLOSET
CASHIER
AREA
TELEPHONE
17
3/4"
THWN
YARD LIGHTS
YARD LIGHTS
2+G #10
18
YARD LIGHTS
YARD LIGHTS
19
YARD LIGHTS
YARD LIGHTS
20
YARD LIGHTS
YARD LIGHTS
ELECTRIC
CLOSET
21
2+G #10
ID SIGN
CONDUITS AND CONDUCTORS TO WIREWAY
SITE PERIMETER BRANCH CIRCUITS 22
SHALL BE AT A MINIMUM THE
TYPES AND SIZES SHOWN HEREON. 23 REMOTE VACUUM
WIRE GAUGE, INCLUDING GROUND 2+G #10
CONDUCTOR SHALL BE OF A SIZE 24 REMOTE VACUUM
CONSISTENT WITH LOAD AND 25 AIR/WATER UNIT
DISTANCE AS REQUIRED BY NEC
220 AND 514. 26
27
28
29
30
31
1"
PULL LINE
PRODUCT
TANKS
CASHIER
AREA
(FUTURE) LINE PRESSURE
MONITOR
32
1ICABLE
-
-
PRODUCT
TANKS
CASHIER
AREA
IN -SITU SPACE MONITOR
VENDOR SUPPLIED
33
3/#12
THWN
LINE COND R
ELEC. AREA
CASHIER
AREA
TO EPOS & DISP. INTERFAt
DISCONNECT SWITCH VIA J.
#22
BLDN
INTERCOM
J-BOX
CANOPY COLUMN
SEE CANOPY PLAN
BELDEN #8723(4 COND)
LEGEND'
1
10
THWN
RELAY BOX
ELECT. AREA
CANOPY COLUMN
SEE CANOPY PLAN
CANOPY LIGHTING FASCIT
FLUOR
10
36
37
—
"U" — DENOTES UNLEADED
38
"R" - DENOTES REGULAR REGULAR OR PLUS 39 1" 3 #10 THWN ELECT. CLOSET CANOPY COLUMN CANOPY LTG. —COL. SELF/FULL
MAY BE USED IN WIREWAY SEE CANOPY PLAN SERVE SIGNS & LIGHTER BOXES
"P" — DENOTES UNLEADED PLUS DISPENSER AREA , 40 1" 20 #12 THWN ELECT. CLOSET CASHIERS AREA WIRING TO CASHIER'S
WIREWAY JUNCTION BOX CONTROL CONSOLE
"S" — DENOTES SUPREME 41
42
"D" — DENOTES DIESEL 43
COMMUNICATION CONDUITS 44 1" 5 #22 BLDN CASHIERS. CAR WASH INTERCOM
PRODUCT HOSE ' INTERCOM J.B COIN BOX BELDEN 8723 4 COND
S P U ROUTED TO OTHER BLDGS. ELECTRIC
IDENTIFIER S P U OUTLETS SEE SHT. E-01. 45 3/4" PULL LINE CLOSET TELEPHONE (AS APPLICABLE)
46 SUPREME UNL TANK
LEVEL SENSOR
JUNCTION BOX ( J.) B. 47 CASHIER UNLEADED TANK
AREA LEVEL SENSOR SEE APPLICABLE
48 WIREWAY PLUS UNL. TANK DETAIL SHEETS
TYPICAL WAYNE MODEL 390 LEVEL SENSOR
49
DENOTES CONDUIT
—
SYMBOL/NUMBER FOR
AN INDIVIDUAL CONDUIT
FP
— DENOTES PROGRAM
FP#�>
DISPENSER FUELING
POINT NUMBER
�`-JB�JB
— DENOTES DISPENSER
(\ #
#
JUNCTION BOX NUMBER
/)
AND ISLAND POSITION
(NOTE DISPENSER
JUNCTION BOX MUST
BE MOUNTED ON THE
ISLAND ON THE SIDE
AS DESIGNATED BY
THE J.B. # SYMBOL Cf' )
('50
2"
PULL LINE
UOLETY
TEL. BOARD/
TELEPHONE SERVICE (SEE NOTE)
POWER CONDUITS ROUTED
ELESPLICE
51
AS
AS
AS
THWN
ELECTRIAR
WSS
PANELA'PH
FEEDER TO "P-4" (SEE 03T)
TO OTHER BLDG,
SEE SHT. E-01. `
SHWN
SHWN
SHWN
SO RCECAL
4"
52
53
2"
ARIE
#14
THWN
ELECT. CLOSET
WIREWAY
CASHIER
AREA
DATA SIGNAL WIRING FOR ALL
DISP SEE NOTE 9
*
CONDUIT
FILL <
27%
0
BELDEN
#9306
CABLE
(RYKO CARWASH)
0 0
BELDEN
#9315
CABLE
(NUSTAR CARWASH)
uFob RPrrrr= .I ONLY 11
Frederic R. Harris, Inc.
6300 N.E. First Avenue;
rw+ea Fort Lauderdale, FL 33334
IM-3
OKEECHOBEE RD & ENTRY BL`.'D
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
ELECTRICAL STANDARD DWG.
Chevron TYPICAL UNDERGROUND CONDUIT PLAN
Chevron U.S.A. Inc. & CONDUIT SCHEDULE FOR IM-3 WITH
11111160 Marketing Operations DRESSER WAYNE 390/490 DISPENSER
REVISIONS
9-15-89 REVISED FUELING POINT, JUNCTION SCALE: NTS
BOX, CONDUIT NUMBERS FOR NEW
"HQ" HM21 SEQUENCE. DR. GR
CLARIFICATIONS FOR CARD READERS.
DATE: 4
CH. 90 APP. Ril►
41
w
E-04-001-082
r ,�
ELECTRONIC C
BLK.
WHT.
CRN.
POWER SUPPLY
2 POSITION SELECTOR— FACTORY WIRED.
SW. OPERATOR SQUARE
D. CAT. #900 KS
118W CONTACT BLOCK,
SQUARE D CAT.#9001 —KA-2 EPOS
COMPUTER
CONSOLE
ISOLATED QUAORUPLEX OR
NOTE: 2) ODPLC OUTLETS
°RANGE COLOR) O O
IF SINGLE DATA DISTRIBUTION BOX
IS USED —JUMPER IN FIRST BOX IS
CONNECTED 4 TO 5 TERMINAL IN
EACH LOOP. (SIXTEEN FUELING
POINTS, OR LESS).
IF TWO DATA DISTRIBUTION BOXES
ARE USED —JUMPER IN LAST BOX
3
IS CONNECTED 5 TO 6 TERMINAL
a
IN EACH LOOP. THERE IS NO
M
JUMPER BETWEEN TERMINALS
4 AND 5 IN FIRST BOX.
BLACK
n
FOR MODEL 490 DISPENSERS THERE
IS ONLY ONE "DATA LOOP" FOR
BOTH SIDES OF DISPENSER. ONLY
ONE PAIR (+ & —) OF DATA WIRES
ARE CONNECTED AS SHOWN AND
PROVIDE BOTH 'FUELING POINT°
ADDRESSES. SECOND SET OF DATA
WIRES ARE INSTALLED HOWEVER AND
CAPPED OFF FOR FUTURE USE AS
SHOWN
UNE CONDITION R
1 DjQ0VA '
C§ND
WHIT
GR)_ _
rU
EUT
GRN
NEUT
B ACK
WHT.
TO P2-2 & GRND,
ROD-3N12 AW, THWN
SEE SHT. E-16 FOR CONNNECTION
DETAIL OF SPECIFIC LINE CONDITIONER
INSTALLED.
DATA DISTRIBUTION BOX NO. 1
-- --- -LOOP, ---- -�
A>, „ B>,
3
0
3 m VIOLET
O BOTCH DISP. N0. 1 O
(� ORANGE
(JUNCTION BOX)
BROWN + VIOLET
sw mN
O O YELLOW DISP. N0, 2 CJ VO
Z--p ORANGE
(JUNCTION BOX)
_ I
BROWN � � + VIOLET
YELLOW O DISP' NO. 3 O ORANGE
(JUNCTION BOX)
i - -
VIOLET
BROWN ? DISP. N0. 4 O UUU e I
YELLOW O (JUNCTION BOX) O ORANGE
BROWN �+ VIOLET
DISP. N0. 5
YELLOW ORANGE
(auwcnoN eox) q p
L—/ I
BROWN I + + VIOLET
DISP. N0. 6
YELLOW (JUNCTION BOX) ORANGE
I
I
+ 0 THESE TERMINALS O ARE NOT
USED AND
SPAINEMSWITCHED
O "BY—PASS"
I
IFn LED I
COOP " All
- -
BROWN
1 2 3 4
+ IN -
w
0 0
I
I
r 1I
MPER LOOP "B"
VIOLET
TB-1
BRN.
+
—
+
—
TB-3
1
1
3
3
YLW•
4
4
VIC.
5
5
6
7
ORG.
8
8
9
9
10
10
11
11
2
2
13
13
TB-2 TB-4
NOT APPLICABLE
TO 490 MODEL
TB-5 THRU TB-11
NOT APPLICABLE TO
THIS INSTALLATION.
TB-6 THRU TB-10
NOT APPLICABLE
TO THIS INSTALL—
ATION.
1 1
2..
3`-:4
1
5
6
7
8
9
110111
1 1
i
1
2
3
4
5 ,...6
1 7
-..8
1
9
10.
11
12:-
Do
A
n
r;
m
O
D
�o
-.1
b
O0
nO
C2:
A
DA
=
O
O
o
O
+
I
+
g
=O
n
0,
+0
'
In
n
C
0
-0
a(A
w
U)W
9
'0
m
m
m
Q
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(n
Tn
(A
EnA
m
_
[
rn
z
0
0
IA
{
i A
Z
b
1
N
rn
(n
m
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m
z
m
I. I
< O Lo <
(n
(A
(n
r-,
I
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m
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�rn
m
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lIl
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cm7
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D
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m Z `c^ O
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--1
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[rn�
—i
trn?
+1 1 D
`� I
A
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N
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z C>
ik
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it
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�
k
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ik
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rn
C
S
z)
� �
I
I =
(7)A
z0"
r-*I
m
m
-C
m
z
m
Z ATTACH TO GROUND I
m
SCREWPROVIDED.
N
m
N
I
I
I MLnI
I .m(n"
'
ZA
ZA.
Om
j_m
I
I
I_
I
(CONNECTION TO 390 MODEL OR �90 MODEL A5 APPLICABLE)
I SECOND SET OF DATA
TERMINALS. & CONDUCTORS
NOT APPLICABLE TO MODEL
490, BUT PULL CONDUCTORS`
#12 AWG TF{WN & CAP OFF IN JUNCTION
BOX AS SHOWN
I
I I ,
#14 AWG THWN
TAG DATA WIRES WITH j APPLICAPLE T
POSITION NUMBERS AT 490 MODEL ONLY
DISPENSER, DATA
DISTRIBUTION CABINET SEE GROUNDING
AND IN WIREWAY DETAIL SHT. E-16
I
I
OUTSIDE PANEL P 1
EMERGENCY ALL S.T.P. CONDUCTORS SHALL BE
SHUTDOWN
COLOR CODED AS SHOWN BELOW
*S-'SUPREME MOTOR STARTER —RED
ES-2 *U UNLEADED MOTOR STARTER —BLACK
*P UNLEADED PLUS MOTOR STARTER —BLUE
POINT 8 STARTER CONTACTOR'' BOX FUEL PUMPS (*R—MAY BE REGULAR IN AREAS
NOT YET CONVERTED)
IP
*D DIESEL MOTOR STARTER -YELLOW
p YC
z
T DISPENSER SWITCHES,' PUMP
4 CONTACTORS AND LIGHTING 1— CONTRACTOR SHALL PROVIDE & INSTALL
CONTACTORS PANEL "P2 SPADE .& TONGUE CONNECTION ON ALL
CIRCUITS CONNECTED W/ SCREWED TERM"-
INALS.
SEE UNDERGROUND CONDUIT PLAN POWER DISPENSERS 2-CONTRACTOR SHALL. PERMANENTLY, LABEL
TO. LINE CONDITIONER.
FOR CONNECTION TO POINT 8 SEE NOTE 3 TRANSFORMER- ALL WIRE TERMINALS "W/ BRADY' LABELS OR
STARTER &CONTACTOR BOX N SEE NOTE 3 APPROVED EQUIVALENT.
3— VERIFY IN FIELD THAT CIRCUIT BREAKER
VERIFY ACTUAL POINT 8 CONTROL N FOR THE LINE CONDITIONER (SOLA, TEAL, etc.
CABINET CONFIGURATION SUPPLIED AND FOR THE POWER/LIGHTS FOR DISPENSER
TO THIS PROJECT SHUTDDOOWcoO�aTTOR ARE BOTH CONNECTED TO THE SAME PHASE,
N REARRANGE CIRCUITS IN PANEL BOARD AS
NECESSARY TO COMPLY W/THIS` REQUIREMENT.,'
4— COLOR CODE WIRE AS UNUSED SWITCH
LEG (i.e. RED, BLACK, BLUE, YELLOW, =
THIS ,SHEET ISM FOR "INFORMATION ONLY REFER` TO
MANUFACTURERS INSTALLATION INSTRUCTIONS AND
DIAGRAMS BEFORE COMMENCING ANY WORK COORDINATE
WIRING ' W/ ACTUAL DISPENSER TYPE IN EACH PUMP
p
BLOCK LOCATION.
-
S
U
j REG.
p
&
SUPREME
UNL.
I PLUS
DIESEL(IF APPL.)
VERIFY CIRCUITS W/ -
PUMP MOTORS
BUILDING Ip
I
I
I I
MANUFACTURER DWGS.
ONL
INTEGRAL OVERLOAD
---
ELECTRICALSTANDARDDWG.
PROTECTION
r I II
(TYP. FOR
FOUR)
Chevron
DISPENSER WIRING SCHEMATIC
I
I
Chevron Q.S.A. Inc.
DRESSER WA•YNE DISPENSERS
EQUIPMENT
GROUNDING
" ,
, 5 ,
i, s
g
MarketingOperations
LUG.
MODEL 390 490 IM-3
(TYP. FOR
FOUR)
REVISIONS
9-15-89 CORRECT ORIENTATION OF JUNCTION SCALE: NTS DATE:
4--12'110
BOX TERMINALS, ON 390/490
JUNCTION
BOXES
DISPENSERS.
DR. vA CH, y2n1 APR.
RN
1M-3
..}4
Frederic R. Harris,
Inc.
OKEECHOBEE RD & ENTRY BLVD
E-05-001-081
rwtRts
6300 N.E. r-1re1 Avonue
Fort Lauderdale, FL 32334
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
PUMP STARTER CONTROL POWER
DISCONNECT SWITCH, WITH PADLOCK
ATTACHMENT. x
�MOUNT ON DOOR (TYP. OF 4)
S
LABEL WITH PRODUCT NAME
IN THE SEQUENCE SHOWN TO
MATCH INTERNAL PREWIRED CIRCUITS
HINGE (TYP) / / MAY BE MARKED
"POINT 8" STARTER AND CONTACTOR BOX
WITH DISPENSER DISCONNECT SWITCHES
PUMP STARTER DISCONNECT SWITCH WIRING
TYPICAL FOR ALL PUMPS
LETTER IN THIS POSITION
MATCHES PRODUCT DESIGNATION
LETTER (IE: X, Y. Z, AA)
a
PRODUCT
. A N`e4t
DESIGN & CONSTRUCTION NOTES:
1. PANEL DESIGN, MATERIAL AND WORKMANSHIP SHALL
COMPLY WITH THE LATEST EDITION OF THE ANSI/NFPA
TO NEC AND APPLICABLE STATE AND LOCAL CODES
AND SAFETY ORDERS.
2. PANEL INTERCONNECTION WIRING CONDUCTORS SHALL
BE SIZED ACCORDING TO THE RATED AMPACITY
OF THE SWITCHES, CONTACTORS AND MOTOR STARTERS,
3. IDENTIFY PANEL INTERCONNECTION WIRING TERMINATIONS
USING HEAT SHRINK TAPE MARKERS, OR EQUAL.
4, USE SPIRAL WRAP ON CABLE LOOP BETWEEN PANEL
AND REAR OF DOOR.
DISPENSER DISCONNECT SWITCH WIRING ,
TYPICAL FOR ALL DISPENSERS
V'40
a Iw $ # '$r�#, it r h `,; " "''F.$ z`x' ..S, rk '+,+r +', 4',:.. , ". 4
P2-9N..
'_
ROW #1
SIGN NIGHT N
tl
C1-0 F 'IA 4 C2-0 F C2 17--cqe
CIA -1 1 2 CIA -2 C 2 -41 1 2 c2- 2 C2A-1 1 2 C2A - 2
CiA -3 3 4 CiA -4 C2 -3 3 4 C2-4 C2A-3 3 4 C2A -4
Cam, O +iO O {}
C1A-7 7 8 CIA-8C2-7 7 8 C2-8 C2A-7 -O 7� 8 1 C2A-8
CIA-99 1F 0� CIA-10C2-9 9 10 C2-10 C2A-9 9 10 C2A-10
-11�0 11 12��
CiA CiA-12
LTG NOTE: ALL CONTACTS ON C2 AND THE FIRST CONTACT ON
CONTACTORS C2A SHALL BE WIRED USING #10 WIRE.
ROW #3
SUPREME
DISP #1
DISP #2
DISP #3
P2-4N-2
L-AA1
L-AA2
AA - A Al
DISP #4
EMERGENCY
ROT/ #2 SHUTDOWN
SIGN _
Ci-o C1 CE1-o CEi
C1-1 1 2 t1-
P2-4_1 1 2 P2-4- 2
P2-
C1- 3 3 4 P2- 4N-1 3 4-0 P2- 4N- 2
C1-5 5 6 C1-6 P2- LTG -405�r6 P2-LTG -5
C1-7 7 8 C1-8 P2-LTG-4N 7 8 P2-LTG-5N
OBI O
C1-9 9 10 Ci-10 9 10
C1-11 o-11 120 C1-12 11 12
C1-13 13 �4CI4
Ci-15 _ 15..6
PUMP STARTERS
AC MAGNETIC STARTER
NEMA SIZE 0 230V, 2 POLE
SINGLE PHASE. SQUARE D
CAT #8502-SB01(TYP FOR 4)
OUTPUT
DISP #5
WIRE NUMBER IN THIS POSITION ; :'_
z
z N zv
z
n
rn
z
t
I-
z
In
,Z
z
--- c<'.
MATCHES DISPENSER NUMBER
I
0
U
U
a
CD O
N N N
N N N N a Ir x
U
O
M n n
rn
n a
r'3
x
ro
rr
U
U
1-
"t
o- d v a
V-
�
U
F--
U
u7
n n u7 In ¢
Ln
to `
'} M� •C' !;
d
Z
J
J
_
J Z X } N
Q
U U J J
N
J Z X } N Q U U
,-
J
r-
J J Z X }
N Q
U
U
J
J J
Z X } N Q
U
U
J
J
J Z X } N Q
U
U
CONTACT BLOCK, TEN N.O. FRONT
MOUNTING SQUARE "D" CAT.#---
o
3
0
0
0
0
0
0
0
0
0
-
N
N
N N
N
to
(0
Ill
00
m
O
N n
�
in
(0
r\
00
m
O
N
n
V
Ln
e0
N
w
m
O
LTG , I 2 PZ-LTG 6
_
LTG N 3` a — P2-lTG-SN
a
01 4
z
o
_ _2 r
IN _- 8 P2-4N 2 ,.
X ate _ SI-X
Y I 12 Si-Y HINGE
z —�i '— SI-Z
AA 5 1e SI-AA
CR ao-Lo'e
CR N e 20
5. REFERENCES "REGULAR" PRODUCT
APPLY TO "UNLEADED PLUS" PRODUCT
IN APPLICABLE AREAS.
6, CONSULT CHEVRON ENGINEER FOR
"DIESEL FUEL" DF CIRCUITRY
APPLICATIONS.
7. IF DISPENSER LOAD EXCEEDS 20AMP, REMOVE JUMPERS
86-88, 87-89 AND INSTALL CIRCUIT P2-1 FOR
DISPENSER LIGHTING OTHERWISE FEED FOR ALL DISPENSER
CIRCUITS (COMPUTER & LIGHTS) IS A SINGLE 20A SWITCH
NEUTRAL BREAKER.
8. FEED FOR ALL CONTACTOR RELAY COILS IS A SEPERATE
BREAKER ON SAME PHASE AS NOTE 7.
R�
l
DISP #6
NOTE:
EACH INDIVIDUAL DISPENSER JUNCTION BOX
IS FIELD WIRED TO TERMINAL STRIP WITH
THE COLOR CODED CONDUCTORS AS SHOWN.
POINT EIGHT BOX INTERNAL WIRING
CONDUCTOR CIRCUIT DESIGNATIONS FOR THE
N M Ir1 1n r- co a, o N r1 u7 S.T.P. SWITCH LEGS ARE AS FOLLOWS:
O ° ° O ° ° D 00 N ^ �' X=SUPREME Y=PLUS Z=UNLEADED, AA=DIESEL
THESE CIRCUIT DESIGNATIONS ARE NOT THOSE
OF ANY SPECIFIC DISPENSER MANUFACTURER,
BUT ARE FOR REFERENCE TO THE S.T.P. LINE
AND LOAD CIRCUITS.
STARTER & CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES
:1al� mom _ Al
LIGHTING CONTACTOR 5 POLE
30A OPEN TYPE ELECTRICALLY
HELD. SQUARE D CAT# SMO-4
(TYPICAL FOR 3)
DISPENSE LTG
C3-0C3 ENCLOSURE BOX 42"H X 24"W
X 8 5/8"D, STEEL ENCLOSURE W/
ENAMEL FINISH, NEMA 1,
HINGED DOOR, U.L. LISTED,
LTG-5 1 —C) P2-LTG_ COMPONENT RECOGNIZED.
0_3� 4 O
INSTALL LABEL INSIDE OF BOX
STATING: "THE STARTERS
DO NOT CONTAIN OVERLOAD
PROTECTION. THE MOTOR
SOD CAT LO-20 HOUSING CONTAINS OVERLOAD
PROTECTION." LOCATE LABEL
AS CLOSE TO STARTERS
AS POSSIBLE.
SOLDERLESS BOX LUG SECTIONS
TYP. FOR 175 THIS SHEET.
• U.L. COMPONENT RECOGNIZED
• 30OV, 60A, #8AWG, 125-C MAX.
SERVICE TEMPERATURE.
• 1.65" HIGH X 1.49" DEEP X 0.35 WIDE
• NYLON MOLDING
• TiN-PLATED TERMINALS RECESSED
IN MOLDING
• SELF LOCKING TERMINALS
• NON -INTERLOCKING SECTIONS
REMOVABLE BY SCREWDRIVER
• SNAP -IN MARKING STRIP
• SQUARE D CAT #9080-GR-6
(8)#10, (6)#12 (TO 35 VIA. ELEC. WIREWAY)
(8)#12 (TO CONDUITS (tD THRU 21
SEE UNDERGROUND CONDUIT SITE PLAN FOR
EXACT CONDUIT NUMBERS.)
(4)412 (TO j�MA. ELEC WIREWAY)
CKT P4-9, CARWASH TUNNEL LIGHTS
MOUNTING CHANNEL, TYP. FOR THIS SHEET
• STANDARD TYPE
(NOT SNAP -OFF)
• LENGTH AS REQ'D.
• SQUARE D CAT # 9080 TYPE GH
(2)#12 + G (TO VIA. ELEC. AREA WIREWAY)
(2)#12 + G (TO ® VIA. ELEC. AREA WIREWAY)
(2)#12 + G (TO 0 VIA, ELEC. AREA WIREWAY)
(2)#12 + G (TO O VIA. ELEC. AREA WIREWAY)
(14)#10, (16)#12 + G (TO PANEL P-1)
(3) OR (6)#12 (TO PANEL P-2) SEE NOTE 5
(20)#12 TO 40 :
5)412 TO LIGHTING CONTACTOR SWITCHES CASHIER
NOTE: FACTORY SHOP WIRING MAY HAVE f 8)#12 TO PUMP INDICATING LIGHTS CONTROL
DIFFERENT DESIGNATIONS PRINTED CONSOLE
ON CONDUCTORS. FUNCTIONS (7)#12 SPARES TO CASHIER CONTROL AREA
HOWEVER WILL BE AS INDICATED
R 0 TYPICA TO
g Frederic R. Harris, Inc.
6300 N.E. First Avenue
•
Are;'; wwntt Fort Lauderdale, FL f13334
I M-3
" OKEECHOBEL'RD & ENTRY BLVD
ST. LUCIE COIJNTY, FL
PROJECT NO. 07-1884-60
HE E N. L ALL
TERMINAL STRIPS,
CONSULT CHEVRON ENGINEER, SOME
"POINT 8 BOX" FACTORY INTERNAL
WIRING MUST CHANGE TO
ACCOMODATE THIS CIRCUITRY.
VIA WIREWAY TO DISPENSER CONDUITS
CD THRU 12A AS APPLICABLE
i
IIrOr. Rene `laocf - oNk-fII
ELECTRICAL STANDARD DWG.
Chevron POINT 8 STARTER & CONTACTOR
Chevron U.S.A. inc. DISPENSER DISCONNECT SWITCH BOX
Marketing Operations (7/20/89)
REVISIONS (HALLMARK 21)
9-15-89 REVISED PT.8 BOX FRONT SCALE: NTS DATE: 4-12-90
LAYOUT DETAIL. DR. GR CH. Rt4 APP. f tj
2/i/90 UPDATED PRODUCT RELAY -
SWITCII LEGS TO MATCH
INTERNAL AND FiELD WIRING E-06-000-071
OF DISPENSERS.
l�
iaM
P2-4
P2-LTG-4----2_
CEI
P2-LTG-5
C3
P2-LTG-6 --
CKT P2-1 DISPENSER LIGHTING (SEE NOTE 3)
CKT P2-4 DISPENSER CONTROL
P2-4-1
CEI EMERGENCY
SHUTDOWN CONTACTOR
-DISPENSER
LIGHTING
CON
DISPENSER
LIGHTING
—TACTOR
1
F -
- LTG-1N
� C
LTGI
101
102
D1
N1
104
5
L1 I
X1
103
�
105
ILLL---
I
I Yl
—
106
Zl
107
n
AAt t-
I
108
LTGI I
I LTG-2N
PD
112
I
N2
02
114
I6
5I
113
L2
f
X—
L_
1
Y2
Z2
117
r- AA2
—
I2
1I Try
121
D3I6
5I L3
1- —
L
— I 123
J
131 LTG-4I
D4 16
5
133 L4
II
` 141 LTG-5
DSI6 5I LS
I 143
L— J
SEE NOTE 1
n T
I2 1I 151
II6, 16 5 L6
►--I 153
L___
I
CONTINUE FOR
ADDITIONAL
DISPENSERS
wM
LTG-3N
222
N3
124
X3 125
Y3
126
Z3
127
AA3 —
LTG-4N
132
N4
134
X4
135
Y4
136
Z4
137
I AA4
LTG-5N
142
n I N5 ,44
144
n
X5 l s
YS
146
ZS
—� 14 7
AA5
148
LTG-6N
152
N6 154154
X6
155
Y6 156
Z6 157
lAA6
--J
SEE NOTE 27
3 i 4
10
15 16
7
'4
10
10
10
w
DISPENSER
AND PUMP CONTROL DIAGRAM
W,
1 V,.
w
'
PRODUCTS
4
X = SUPREME.
Vt
Y PLUS
Z UNLEADED
=
xb,
Yam.
AA= DIESEL,
,
i
SI-X
S1 Y�
S-1
S1-AA
P2-4N
P2-4N-1
P2-4N-2
CEI
P2-4N-3
—P2-LTG-4N
CE1
CONTINUE FOR
ADDITIONAL
DISPENSERS
P2-LTG-5N
CIRCUIT
NUMBER
P1-2
P1-6
P-10 I
P1-23 v
P1-24
P4-9
P4-7
CASHIERS CONTROL
u .n A\./r
# 10 AWG
C2A-5 I I I
C2A-7
C2A-9
C2-2
HID LIGHT
FIXTURES CANOPY
6#10 AWG LIGHTS
C2A-4 46 APPROACH LIGHTS
C2A-6 j APPROACH LIGHTS YARD
r LIGHTS
—� C2A 11 48 CAR WASH TUNNEL
C2A-10 LIGHTS
49 CARWASH SOFFIT LIGHTS
C3 HAS ONE CONTACT
IN LIGHT POWER TO
I I
DISPENSERS SEE
C2
I C2A CEI C3
CONTROL DIAGRAM ON
NIGHT LIGHTING
CONTACTOR SWITCH
ES-1
13
THIS SHEET,
10
9
14
I
24
23
55
C2-a
CE-la
P2-9
58
C3-n
CEI HAS FOUR CONTACTS
?'?' o
P2-9N I
T
26
25 54
IN CONTROL/LIGHT POWER
P2-9N
��i
Cl-a
TO DISPENSERS. SEE
I
ON
SIGN LIGHTING
22
21
57 �
THIS SHEETNTROL .
CONTACTOR SWITCH
I Cl I CIA
DISPENSER LIGHTING
�\
I
CONTACTOR SWITCH
L
DOOR STRIKE SWITCH
��CI-1
1
12 CI-2 27
P2B-9
I
1 Cl-3
h
f 4 CI-4 28
P2B-10
—6
P213-11
3
CI-5
5
6 I Cl-6
j--fi- 29
SPANNER SIGNS
,�
1
I CS-7
171
8 C1-8
30
CANOPY SIGNS
P2B-12
v
P28-13
�`
19i
111
10 C1-10 I
31
SPANNER SIGN
6
C1-il
12
12 C1-32
SPANNER SIGN
P2B-14
I I
P2B-15
7
C1-13
13
14 CI-14 33
SPANNER SIGN
8
C1-15
15
16 I I C1-16
34
MM-4 ONLY
SPANNER SIGN
P2B-16
P2B-I
v
I
1 CIA-1
111 12 CIA-2 35
HALLMARK NO.1
P2B-2
---`
f�
C1A-3
14
31 I r C'A- 13 I
� r ,—
HALLMARK N0.2 YARD SIGNS
16 I C1A-6 1 37
or
LIPS SIGN NO.I
P2B-3
v
++
E
u
�2-1
C1A-7
71 1 8 I ClA-8 38
LPS SIGN N0.2
P2B-4
PI-14
CIA
ilo C1A-10 39
k
CANOPY FASCIA
P1-16
24
CIA-11
Ill 112 C1A-12 50
CANOPY FASCIA
❑UTSIDE
LIGHTING
C❑NTR❑L DIAGRAM
PRODUCT
CKT. NO.
X
P1-1
Y
Pi-5
Z
P1-9
AA
P1-13
PRODUCT
TERMINALS
TERMINALS
X
L-X1 65
M-X1 74 93 1
Y
L-Y1 67
M-Y1 77 95
Z
L-Z1 69
M-Zl
80 97
5
AA
L-AA1 71
M-AA1
93
99
<. /
TERMINAL LEGEND
TERMINALS IN THE DISCONNECT SWITCH
STARTER & CONTACTOR BOX.
O TERMINALS IN THE CASHIERS CONTROL
CONSOLE 8 .
TERMINAL IN DISPENSER
1
t 1/2
H.P.
THERMAL PROTECTOR
INTERNAL WITH MOTOR
,— ON CASHIERS CONTROL CONSOLE
r
LEGEND
/-DISPENSER
n—_ / NUMBER
DISCONNECT
DISPENSER € �! (1 THRU 12)
SWITCHES
MOTOR ( PRODUCT TYPE
SERVING
STARTER {(X,Y,Z, AA)
DISPENSER
DISPENSER
CONTACTS
NUMBER
CONTROLLING
(1 THRU 12)
MOTOR
STARTERS
PRODUCT TYPE
(X,Y,Z, AA)
MOTOR
M
STARTER
COIL
PRODUCT TYPE
(X,Y,Z, AA)
EMERGENCY
ES
SHUTDOWN
�` SWITCH NUMBER
SWITCHES
(1 OR 2)
PRODUCT
TERMINALS
TERMINALS
X
L-X2 66
M-X2 75
94
< 2
Y
L-Y2 68
M-Y2 78 96 O
Z
LZ-2 70
M-Z2 81 98
aD>
AA
L-AA2 72
M-AA2
84 100
w
w
(N
NOTES
1. FOR ISLAND MARKETER OR SITES WITH
ONLY FOUR DISPENSER JUNCTION BOXES
CIRCUITS BEYOND LTG 4/L4 WILL NOT BE
FOK rE F �s d ff Nc O M IT"
11
APPLICABLE. IF THE SITE HAS MORE THAN
FOUR J.B. SUCH AS A MINI -MART WITH
-MPD'S', CIRCUITS UP TO A POSSIBLE TOTAL
OF TWELVE (12) WILL FUNCTION AS SHOWN.
ELECTRICAL STANDARD DWG.
2. FOR DISPENSER LAYOUTS WITHOUT PRODUCT
Chevron
POINT 8 STARTER / CONTACTOR
'AA' DISREGARD THIS CONDUCTOR PATH
AND ASSOCIATED TERMINALS,
Chevron U.S.A. Inc.
DISPENSER DISCONNECT SWITCH BOX—
o
3. IF DISPENSER LOAD EXCEEDS 20 AMP, REMOVE
Marketing Operations
CIRCUIT FLOW DIAGRAM (4/28/88)
00
JUMPERS 86-88,87-89 AND INSTALL CIRCUIT P2-1
FOR DISPENSER LIGHTING, OTHERWISE FEED FOR ALL
REVISIONS
(HALLMARK 21)
O
CIRCUITS (COMPUTER & LIGHTS) IS.A SINGLE 20A.
_
SWITCHED NEUTRAL BREAKER. CONNECT TO SAME
11-30-89 NOTE Ott AND }2 WORDING
SCALE: NTS DATE: 4.12-90
PHASE AS P2-4. Frederic R. }' Ards, Inc.
REVISION TO ELIMINATE
to
6300 N.E. First Avenue
DASHED LINES AND INCORRECT NUMBERS.
DR. GR CH, APP. RN
r ms Fort Lauderdale, FL 33334
2/1/90 UPDATED PRODUCT RELAY
IM-3
CIRCUITS TO MATCH INTERNAL
OKEECHOBEE RD do ENTRY BLVD
AND FIELD WIRING OF DISPENSERS
E-07-000-071
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
, . I.-
ryr F PZj�y
{ A
MlY
IA
� "
�4�
Y
4
rite
\ �+R
,� w,
1
NOTE:
TO MAINTAIN CONSISTENCY IN WIRE "PRODUCT CIRCUITS"
FROM APPLICABLE TERMINALS IN STARTER CONTACTOR
BOX X—Y—Z 9 THRU 100, CONNECT AS SHOWN. CORRECT
DECALS ON EXTERIOR OF CASHIERS CONTROL BOX TO READ
AS SHOWN AT RIGHT
— 11 1/2"
10"
PUSH TO STOP
UNLEADED PUMP
SUPREME
PUMP
REGULAR
PUMP
DIESEL
PUMP
+
PULL
TO
START
UNLEADED
\ PLUS
0
®
O
O
(
0
©
Q3
03
O
Q3
®
DISPENSER EMERGENCY O
SHUTDOWN
PUSH TO
STOP
DOOR
STRIKE
`OFF
OI�N���,��
SIGN
LIGHTING
OFF ON
NIGHT
LIGHTING
OFF ON
DISPENSER
LIGHTING
OFF ON
AS REQUIRED
—LATCH
PULL
TO
START
SLIT"
SEE NOTE 11
CAR WASH EMERGENCY
POINT EIGHT
SHUTDOWN
Chevron
POWER, INC.
BELLE CHASE
UL FILE N0.
LA.
E9/037
Ot ENCLOSURE
it
&x
r w
R
x
A
is$
{ l
r � N
S
,
9 1 /2"
BILL OF MATERIAL
MARK
QUANITY
FUNCTION
MFGR.
CAT. #
TYPE
DESCRIPTION
10
1
ENCLOSURE
PEP
AFMP
NEMA1
8 3/4 x 11 1/2 x 6 ALUM. W/SUKB PANEL
2
4
INDICATING LIGHT
SQD
D2VSG
9001
SQUARE GREEN LENS, PILOT LIGHT BEZEL
3O
4
TRANS. LIGHT MODULE
SQD
DTSD
9001
TRANSFORMER LIGHT MODULE LAMP HOLDER
4�
4
BULBS
SQD
225
9001
6V LIGHT BULB
O
1
DOOR STRIKE
SQD
D2E1R
9001
TOGGLE SWITCH
©
1
CONTACT BLOCK,
SQD
DA01
9001
CONTACT BLOCK
�7
3
SELECTOR SW.
SQD
D2G2S
9001
2-POSITION MAINTAINED
8
3
CONTACT BLOCK
SOD
DA10
9001
CONTACT BLOCK
Q9
i
OPERATOR
SQD
KR9
9001
PUSHBUTTON OPERATOR
10
3
CONTACT BLOCK
SQD
KA3
9001
N.C. CONTACT BLOCK
11
1
PUSHBUTTON
SQD
R21
9001
2 1/4" RED MUSHROOM HEAD P.B.
12
1
ADAPTER
SOD
K54ADP
9001
PUSHBUTTON ADAPTER
13
1
PLUG
HOFFMAN
IAS075SS
PLUG
STAINLESS STEEL (FOR FUTURE CAR WASH)
14
2
TERM. BLOCK
BEAU
14015
9001
15-POINT TERM BLOCK
15
2
MARKER
BEAU
MS140
15POINT
15-POINT MARKING STRIP
16
1
TRANSFORMER
SQD
120AC/24DC
9070
120V TO 24V DC, 25VA TRANSFORMER
NAMEPLATE SCHEDULE
rr
4
H
MARK
QUANITY
SIZE
COLOR
LETTER
1ST LINE
2ND LINE
3RD LINE
N1
1
1/2 x 1 3/4
BLACK
1/8
TB1
N2
1
1/2 x 1 3/4
BLACK
1/8
TB2
N3
1
2" x 2 1/2"
RED
1/8
* SEE DETAIL N3
}
DETAIL N3 4, �*�,wAj
See,ys$�, h, ♦v
ill' 1
USE ;COPPER WIRE ONLY
MAX. VOLTAGE FOR PILOT
LIGHTS 240VAC. MAX.'"'
° ("
WATTAGE FOR 6V/1.2W.
*.
MAX. AMPERAGE FOR
'
SELECTOR SWITCHES 30
r
AMPS MAKE, 3 AMPS
BREAK, 10 AMPS CONT.,
NN
SIDE VIEW
1 T31 15 N1
15 14
15 14
16 TB2 30
XFMR
N3 N2 ( 16
L
FRONT VIEW OF INSIDE
Y '
TO STARTER
UISPtNSLR SHUIUOWN SWIICHLS
CONTACTOR BOX
I
"ID"
TERMINAL NUMBER
PUSH TO STOP
000 CHECK PRODUCT LABELING ON EXTERIOR
PULL TO START]
z
` lµ
OF CONSOLE FOR CORRECT SEQUENCE AND
T.B.
o
,I
OPERATION AS APPLICABLE.
M—X1 SUP
O
J
93
7
M—X2 SUP
z
z
m
"
r
94
2
M—Y1 PLUS
a
o
d
95
3
M—Y2 PLUS
°
k
rT sl , 1
96
4
M—Zi UNL
(A
z
In
z
p
97
5
M—Z2 UNL
98
6
1-
U
r
o
99
7
M-AAI DSL
N
t
"
M—AA2 DSL
„ a
100
8
P2-9—CEt-2
a
ill
FIELD INSTALLED
P2-9—CE1-2
,JUMPER 9 TO 13
61
10
11
WIRING SHOWN APPLICABLE ONLY IF J aIll 1:
'$ TRANSFORMER MOUNTED IN CASHIER`S ` } ,,'� �' ' �' '+' 1 a," Y r 58 14
iyw CONTROL CONSOLE +_.` ° " 15 FACTORY INSTALLED JUMPER FROM 10 TO 22 TO 24 TO 26
P4—KS-1
° TO CAR WASH 16 CONTRACTOR
,,III t rr � tv r A, t'" :n '(9. a en, r„' " v, P4—KS-2
.Al-. t`l {" ,� r PANEL 17 FIELD WIRED
L .a .`T _ + H' `t 78 P4
1 d '�
P4—KS-4
IN
NI
.^�19
"'* I: '�'�' 20
IT,r ° a
-0F{i',Ix 14,.57 C3-'0 -
' '#",p- �# dry +° [ -0 r15� `3 d" 21
NI
�(
INNtWIN
22 P2-9
I' ' i•i o- a`s c{, i 1`+ 55 —
R .' t s� ,i'.T'r ~r I es < 23 P2 9
il6 , }" �vrA<9wp{}„t' 'i yt 1lr yIN If—t t a Ni-
24
f� 54 25 C1—O
26 P2-�1-z CIRCUIT VERSION
,hCl,,.m [ 1 L•.: 'w ,� {^ $ `1k" • sit`' ,,. t fa ry� �'kny ".." ``< e , yy —
h, r ., f a* a 'kt "' `e• ,{,. M'�TI .�+ `r7 27
1 K r,�NN
ct x +� s 1 " r t { ,r a , P2-11-1
iw% ri.P nIN
}r ^7s xi �. 's' 28 B
r �� < §.%',>; s s Tk.2 ,,.{a"'b a x![ r 't a i w ,y, ' PREWIRED
,.r i :� 29 - 30 SINCE 4-88
.
a:Try �> � ..3 "l. 1 s f � •�,;:::c .�.. "�
e7 , '
i•I .... w .a'�, i`� ;'.a:�4. ,,,,. :: >?„wd 1 1. . z •.�
WIRING SHOWN APPLICABLE ONLY IF
t S MER MOUNTED IN CASHIERS
� u +1 ea ' *,t, "}��Ax �6r 4 TRANSFORMER CONTROL CONSOLE
NOTE
"I'�F .+ T rR>�$ ayyes r a , 1IN" - ., DOOR O 0
,�� �, . 4" " I' STRIKt /
1. ENCLOSURE SHALL BE 5 152 ANODIZED ALUMINUM. 1 h Tx �' ��"��� XFM PREWIRREED�� SIGN NIGH7 DISPENSER CAR WASH SHUTDOWN (MAY UTILIZE ONLY
^" 4 RECT. LIGHTING LIGHTING LIGHTING
2. PANEL DESIGN MATERIAL At WORKMANSHIP SHALL COMPLY W/ LATEST ���-r� �— (120)v (120)v (120)v (12o)vnc ONE SET Of CONTACTS)
EDITION OF THE ANSI/NFP/ TO NEC AND APPLICABLE STATE AND LOCAL CODES {�� INSTALLED T LOCAL CODE REQUIRES.
DISCONNECT CIRCUIT VARIES —
AND SAFETY ORDERS: .y ONLY11 FOR USE WITH "COMBINATION CONTACTOR DISPENSER DISCONNECT SWITCH" BOX CONSULT CHEVRON ENGINEER.
3. PANEL INTERCONNECTION W ,. NG CONDUCTORS SHALL BE SIZED ACCORDING TO
THE AMPACITY OF TH[ SWI'CHI LIGHTS AND PUSH BUTTONS. ELECTRICAL STANDARD DWG.
4. IDENTIFY PANEL INTERCCN" ECTION WIRING TERMINATIONS. �FredericR.Harris, Inc. IM-3
6300 N.£. First Avenu• OI{GECHOBEE RD &ENTRY BLVD Chevron CASHIERS CONTROL CONSOLE
5. USE SPIRAL WRAP CABLE.. OOP BETWEEN SUB PANEL AND INSIDE K-Am Fort Lauderdale, FL 33334 ST. LiJCIE COUNTY, FL � Chevron U.S.A. Inc. MODIFIED FOR USE WITH 1/87 & 6/87
SURFACE OF DOOR. PROJECT NO. 07-1884-60 Marketing Operations
6. ALL WIRING SHALL. BE #16 TYPE SIS, VW1 RATED, AND UL LISTED. �`f NOTE: � POINT 8 STARTER & CONTACTOR BOX
7. A SINGLE PROTECTIVE DEVIC MUS BE PROVIDED BY INSTALLER. IF MORE THAN ONE INTERIOR OR EXTERIOR REVISIONS
8. MAXIMUM LOAD SHALL NOT ..XCFED RATED AMPACITY OF EACH UNIT. EMERGENCY SWITCH IS REQUIRED IT SHALL SCALE: NTS DATE: 4-t2..gO
9. FRONT DOOR OF PANEL, SHALL BE SILK SCREENED PER DRAWING. BE CONNECTED IN SERIES WITH ALL OTHER
EMERGENCY SWITCH' CIRCUITS SHOWN, FED DR. GR CH.APP.
10. LABEL WITH ACTUAL. PROF T NAME (i.e.: SUPREME PUMP, FROM TERMINAL 10 TERMINATING ON 14.
UNLEADED PUMP, ETC.) (SEE ELECTRICAL STANDARD DETAILS SHT.)
11. REQUIRED FOR ALL CAS WA ,1ES �;:' E-08-000-000
y r h
I �
+m°
R!
9 1/2" MAX. _ 19 1/8" MAX.
DECK OPENING DECK OPENING
9 3/4" CANOPY DECK ,9 3/8"
CANOPY LIGHT DETAILS
SCALE: 1 1/2" = 1'-0"
P1-16
r Pi-2
LJ
I
I—
F I
I
I
I I
u
IPI-2
LJ
SPANNER LIGHT SYSTEM
P2B-15.P2B-17
P28-19
L
G.C. SHALL INSTALL
JUNCTION BOX E 3/8" FLEX
CONDUIT TO LIGHT FIXTURE.
FIXTURE IS FURNISHED
WITH 24" ELECTRIC LEADS.
r I-2
LJ
END S'
CANTIL
SPANNER SIGN IDENTIFICATION
REFER TO CANOPY CONDUIT PLAN FOR SECTION NUMBERING DESIGNATIONS.
SPANNER SIGNS CIRCUIT CONNECTIONS
i
I
t
CKTS. P2B-9/P2B-10/P2B-15 CKTS. P2B-11/P28-12/P28-17 CKTS. P2B-13/P28-14/P2819 I 20'-0" X 46'-8"
ISLAND MARKETER BUILDING
SECTION 1 - BOX LIGHTING SECTION 2 - BOX LIGHTING SECTION 3 - BOX LIGHTING
SECTION 1 - END SIGN ( 1848 WATTS TOTAL) SECTION 3 - END SIGN
SECTION 2 - DOWNLIGHTING ( 1164 WATTS TOTAL ) I I
( 1626 WATTS TOTAL )
I I
I I
FIELD ELECTRICIAN IS RESPONSIBLE FOR PROVIDING AND INSTALLING CONDUITS & CONDUCTORS
FROM CANOPY COLUMN FITTING TO SPANNER CIRCUITS INDICATED ABOVE.
I
6'-0" t6"
SECTION 3
SECTION 2
G
P1-6
0-
LJ
ki
SPANNER LIGHT SYSTEM
P28-9,P28-11,
L P28-13
I I
r 110
LJ
C C C C
rl 2
NO
3-1" RMC
118,-0"
6" X 6" JB
?TYPX . )
G
G
I I
I I I I
i I
I I
IG
I
I I.
I I I I
I —
I
P1-20
r�
L
I
17'-6"
CANOPY PLAN
SCALE: 1/4" = V-0"
NOTES FOR PLAN
1. ALL ITEMS ABOVE ROOF DECK SHOWN WITH SOL1Q19ES
ALL ITEMS BELOW ROOF DECK SHOWN WITH DASR' b LINES
2. ALL RACEWAYS ABOVE ROOF, DECK :TO BE, EMT. EXCEPT -
WHERE NOTED. ALL JUNCTION BOXES, CONNECTOR, s,
COUPLINGS AND FITTINGS SHALL BE , RAIN TIGHT. RtkC1E� 3 SELL-• e
COMPLY WITH LATEST EDITION OF°NATIONAL. ELECTRIC X"' .I�
MINIMUM CONDUIT SIZE 3/4'. MINIMUM SIZE OF �Jt7Ntffd&�
BOX 4' X 4" X 2".
3. PROVIDE & INSTALL #10 EQPT GRD'G CONDUCTOR IN
ALL RACEWAYS. BOND EQPT GROUNDING CONDUCTOR
TO EACH LIGHTING;` FIXTURE/SIGN FRAME.
4. HASHMARKS INDICATE QUANTITY OP CONDUCTORS OR CABLES
(SEE PANEL SCHEDULE FOR CONDUCTOR SIZE),
NEUTRAL WIRE IS SHOWN AS A SHORT HASHMARK.
EQPT. GRND"G CONDUCTOR IS SHOWN AS_A LONG
HASHMARK WITH "G7
(SEE UNDERGROUND CONDUIT SCHEDULE FOR CABLE TYPE)
CABLE IS SHOWN AS A LONG HASHMARK WITH "C'
5. LIGHT FIXTURES ARE RECESSED MOUNTED, 400 WATT
METAL HALIDE, LSI 'MODEL # RIC-S-400-SMH-73-MT-WHT
OR WHITEWAY MODEL CC-'400-M-MT
6. ALL WIRING SHALL BE #10 AWG, COPPER,,THWN.
7. REFER TO SIGN AND CANOPY REFERENCE DRAWINGS FOR
INSTALLATION DETAILS.
6'- " 36" '-.0". ±6"
r-4-�
� I �
{ II.
r2 ��
��2
r2
LIJ G
LIJ
I I IG
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I I SECTION
I IG I
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SEE NOTE 5.
1 I I
SECTION 2
P1-6
P7-6
I;
P7-6
r
rj
LJ G
LJ
G I I G
I I
L'J
I
I L
SPANNER LIGHT SYSTEMI
I II
P28-10,P28-12
—
P28-14
L
IC i
I II
SECTION 1
P1-20
P1-2D.
+ I I (
rPl 20
17.71
r
G
I
LJ
L7J G LJ
I
II II
L_ 1 J
P1-t4
1j
G
��
' P1-14
G
"CHEVRON" WORDMARK L
8'-6"
4'-7 1/2-
(TYP. FOR 2)
CHEVRON HALLMARK SIGN
(TYP. FOR 2
38' X 92' CANOPY PLAN
AND SECTIONS
(HALLMARK 21)
REVISIONS
ADDED EXTRA CIRCUITS FOR SPANNERS SCALE: 1/4" = 1'-O" DATE: 4/1?/90
1 AND REVISED CIRCUIT NUMBERS. ADDED
2 ,10 O EXTRA CIRCUIT FOR CANOPY SIGNS AND DR. G.R. CH. RN APP. KIN N
CANOPY, TIGHT DETAILS. 4/24/89
ADDED SPANNER SIGN IDENTIFICATION O
O DETAIL CHANGED SPANNER SIGN LOADS, E-0.9-001-023
O
7j10/89 _
4
„gn
Y
K
LAMINATED METAL FASCIA
LOCATE FASCIA SUPPORT
BLUE (BL-370)
BRACKETS 24" Q.C. AT
t
CHEVRON WORDMARK LOCATION
AND AT CHEVRON LOGO
!
LOCATION.
TRANSFORMER FURNISHED
AND INSTALLED BY OTHERS.
"NEON" LETTERS IN
METAL CASE. FURNISHED
& INSTALLED BY OTHERS.
END I.D. SIGN, SIMILAR,
x
"
0`1per
3'-6"
ti t
M
t
lr
F
DECK: WHITE
tt
l
1t R�
(WH-835)
OFF WHITE
(WH-740)
T • ~.~ .. . ..u. _ ..'v, .. `° fit:
t ..r
.. ,A
Pr.
NphF }
n
a*
N
}Y
k t f S 1
6
ca
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g
,
6r
Q
1
BOTTOM OF
FASCIA.
7'-2"
7'-10" 8,_O»
3/4" RMC
r A , N,
32
1/2" RMC (TYPICAL)
BELOW SEALING FITTING !
& ABOVE PUMP BLOCK.
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— i i `- -`x v �•
DOWNSPOUT a - �^.��-`�
I
— "
r�i •s,
SECTION
E85 E32
SCALE 1 1 0
B65
❑❑ ❑ ! !°I❑ ❑��❑
❑ ! ❑ ❑ ! II ❑
L J ❑ I I ❑
F F�
r� ram' w
1 '
38' X 85' CANOPY KEY PLAN
SCALE:
n❑ ❑ r ❑ ❑ I ❑ ❑ ri
J ❑
L B92 ! !
F1 ! I ! I°
L l 92
U Lj ❑ L�
38' X 92' CANOPY KEY PLAN
SCALE:
F1
TC41TTURE —
ELECT.
CONDUIT
12 GA. ANGLE.
CANOPY
PANS
BY Flew LNGINELK).
h • •, - P•
ELECT. CONDUIT
. .nr , . . . , ._ oti r /'ry
a
r
�k.
m
N
0
I
O
0
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SECTION n
RAIN TIGHT 003. OR CANOPY FITTING
SEE CANOPY PLAN FOR DETAILS.
4'-6.
14" X 14" X 21-1/w2"
RECESSEDY LIGHT FIXTURE (TYP.)
— 12 GA. ANGLE (2 PER FIXTURE)
6"
BOLT ANGLE TO PAN RIBS, L 20 GA.. DECK PAN (14" O.C. TYP.)
SET ANGLE ON
NEOPRENE CUSHIONS.
SECTION 'B
CANOPY
FIXTURE MOUNTING DETAIL
;
B92
SCALE: 1'=1'-O"
SCALE: i"=i'-0"
� R��EgaNce cwt r"
ELECTRICAL STANDARD DWG.
_
Chevron CANOPY DETAILS FOR
COMMUNICATION
A'
11W Chevron LLS.A, Inc. 85' X 92' HALLMARK-21
CANOPIES
CANOPY LIGHTS
Marketing Operations
1/®
SPANNER &
_.-__ CANOPY LIGHTS
REVISIONS
SCALE: NTS
DATE:'-11 �j0
n
T
SECTION I\JnN F92
'e=u4arie R. �Harris, Inc .
®OJT') N.E. First Avenue
1
DR.^�J� CH. RN
APP.
Fi35
"
SCALE i =1" -U
�au Fort Lauderdale,
FL 33334
4
•.i.' v..n"''
I M-3
OKEECHOBEE RD &
ENTRY BLVll-10-000-021
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
' { 9 m t it a r it" a �.? y t,
9
f W?i i. :•5
p9 r
kd t i^'. 'G
A 6 " ! . °^
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t �
m
n
0
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y, ,
3'-1"" 6" 14" 4'-0"
-I
1 A 10 P2-11 CONCEALED 1 A 10 P2-11
DOOR STRIKE TO ELECTRIC OO (P2-2)SEE NOTE #8C--- 1/2" EM _-- C 9 HBH ---�
TO 11 < 4� I 27 6� Y FIELD ELECTRICIAN
`J QSEE NOTE # 7�
1/2" EMT TO 18 I BY FIELD
�- " --- O O I ELECTRICIAN
(INSIDE MWALL) I SEE NOTE
# 88
16 W/COVER I
v I j 27A 16 W/COVER
I - I (P2-2)
jTELEPHONE JACK o
Y FIELD
ECT.) I =
i I I I
TTT
I I I I I I I I I
TO P2-11 RECEPTACLE
TO P2-2 RECEPTACLE
I
I" CONDUIT TO ELECTRICAL
CLOSET FOR TELE. SERVICE tD
W/ PULL WIRE. (BY FIELD
ELECT.)
SEE NOTE #5
SEE NOTE #6
SEE NOTE #4
JUNC I IUN tiUXLS
A. 4"X 2 17e HANDY BOX
B. 4" SQUARE BOX
C. 3 GANG SWITCH BOX
D. 6"X 6"X 4" J-BOX
E. 8"X 10"X 4" J-BOX
WIREMOLD 5747 SHALLOW RI
WIREMOLD 5747-2 SHALLOW
WIREMOLD 5745 COMBINATIO
WIREMOLD 5745 RCPT BOX
IR AA01 r74.s_
-1 - 2
5252-
F
1/2" EMT /
CASHIER AREA ELEVATION
DUAL EPOS ISOLATED OUTLETS
} TO BE INSTALLED PER CHEVRON
REPRESENTATIVES INSTRUCTION,
SEE NOTE #8.
CASHIER AREA ELEVATION /A\
CONTRACTOR INSTALLED
TWO ISOLATED DUPLEX
2" SEPARATION
7" 11D CDr11A rr111AITCD
6'-3
---------------�
I I
I I
I I
SEE NOTE 2
L----------------
3„ C
23 MAIN
DISTR. LINE
PANEL P1 1 CON_DITIONER
1 /2"C 10
M
00 8
1 P-23 to 10
1
24 (30)1 A
------------
3"C
ZO STARTER &
CONTACTOR BOX w
WITH DISPENSER ow0
41/2" 24 SUB DISCONNECT I §v¢
PANEL SWITCHES J5U
P2 42"X 24 OwCD
(10) �wU_
3Z}
5 C
4-2"C EQUALLY a
z J U
SPACED
U~twi
P2-B 050
(3m) I
T
C
29 28 z
iw i
CV1.to �
TIT
Ulz
I 114
/ t
SEE NOTE #3 SEAL 11 I I I I
- FITTINGS
(TYPICAL)
I I
(P2-11)
-(P2-2) 27
1.d. 1001 II K) i"-) d'Ir IDo m of I�I�
N in Ir�l rn rn d (V rn< woo O `n
+\ f M L
w 1 1/2 „ l
GROUND ROD SPACING 1" CONDUIT W/PULL WIRE
SEE SHT. E-16. 95 �2 BETWEEN FOR TELEPHONE SERVICE
FOR DETAIL) a i - CONDUITS IN CASHIER AREA
CA W
(TYPICAL) (BY FIELD ELECTRICIAN)
W
ELECTRICAL CLOSET ELEVATION /D�
nL�LI-If1VLL IIVUULL Vmlff JJVI—I LV/i JIMf LC^
I-f,J
JWUM(L
A - 6"X
B - 6"X
U LMI'11V
6'X 3'
6"X 4'
YYIRLYYHI
CAT# LD63
CAT# LD64
LI_�I_IVU
3 WIRE ISOLATED RECEPTACLE -DUPLEX - WO
HUBBEL CAT IG 5262,ORANGE UREA
CONDUIT AND EQUIPMENT INSTALLED
BY FABRICATOR . -
CONCEALED CONDUIT INSTALLED BY
FABRICATOR .
CONDUIT AND EQUIPMENT INSTALLED
— BY FIELD ELECTRICIAN
- - - - - - - - - - - FUTURE EQUIPMENT .
NOTE: REFERENCE "DIVISION OF WORK" DWG.8I-HQ-476
FOR WRING & CONECTION LEGENDS.
ZU
CLOSING PLATE 6 X 6 SQUARE D CAT LD-6CP-WK
22
PANEL U L - 6A
RCPT COVER -DUPLEX APPLETON FSK IVDR-A
RCPT COVCR-SIMPLEX APPLETON FSK I-AIVR-A
RCPT COVER ADAPTOR W GASKET
APPLETON FSK SBA
CAST DEVIC BOX 1/2" APPLETON FD-1-5 -A
CAST DEVI E BOX 1/2" APPLETON FDC-1-50-A
-AST
NOTES:
1.
DASH LINES SHOW EQUIPMENT LOCATION OPTIONS, DEPENDING
0
ON PANEL P2 TYPE.
2.
BUILDING FABRICATOR SHALL ROUTE ALL RACEWAYS THROUGH THIS AREA,
OR IN CONCRETE FLOOR.
3•
CONPy�IT ®tS INSTALLED BY FIELD ELECTRICIAN. THE J.B. & 1/2" CONDUIT
0
I
TO (27)AND TO THE P2-2 RECEPTACLES IS BY THE FABRICATOR . THE FABRICATOR
PROMES WIRING FROM THE J.B. TO ALL P2-2 RECEPTACLES AND FIELD ELECTRICIAN
0
PROVIDES WRING FROM LINE CONDITIONER TO JB. AND TO 0
I
4.
CONDUIT ®IS INSTALLED BY FIELD ELECTRICIAN. THE J.B. AND 1" CONDUIT
I
w
TOGS BY FABRICATOR. WIRING IS BY FIELD ELECTRICIAN.
w
w
5.
FOR RYKO "CODE -A -WASH" INSTALLATIONS: FIELD ELECTRICIAN IS TO
2
N
INSTALL CONDUIT AND A J.B. WITH A 14 SNAP -FIT CONTACT SECTION,
30OV, SECTIONALTERMINAL BLOCK.
FOR NU -STAR "COMB] -PLUS" INSTALLATIONS: FIELD ELECTRICIAN IS
INSTALL CONDUIT 6 AND A J.B. WITH A 25 SNAP -FIT CONTACT SECTON
,
30OV, SECTIONAL TERMINAL BLOCK.
A
6,
FOR RYKOT TI "CODE-A-WASH"e FELD ELECTRICIAN IS TO
INSTALL CONDUIT 6 FROM CAR WASH BUILDING TQ IN MARKETER CASHIER
AREA & WIRE UPC R WASH EMERGENCY STOP IN 8 •M
w
FOR ALL NU -STAR IN TALLATIONS: FIELD ELECTRICIAN IS TO INSTALL
CONDUIT A FROM CAR WASH
BUILDING TO ® IN MARKETER CASHIER AREA
& WIRE UP AR WASH EMERGENCY STOP IN S. NU -STAR WILL TERMINATE EMERGENCY
STOP LEADS AT THE CAR WASH CONTROL PANEL IN THE CAR WASH BUILDING.
7.
FOR MICROMAX 3000 INSTALLATIONS: MODIFY&ISPENSER INTERFACE MODULE.
PER MANUFACTURERS SPECIFICATIONS.
8.
FOR CONNECTION TO ISOLATED/ CONDITIONED CIRCUIT 10 OF ANY TYPE
EPOS SYSTEM, FIELD ELECTRICIAN MUST CONFIRM THAT FABRICATOR HAS
5
PROVIDED, OR IF NOT INSTALL AS NECESSARY, THE FOLLOWING RECEPTACLES.
LOCATIONS AND NUMBERS AS INDICATED AND CfRCUIT PARALLELED TO LINE
COND,LTIONER FROM CONDUIT 33. THESE RECEPTACLES ARE NOT SWITCHED
M
BY 2
a
0
W
A) TWO EACH, HUBBEL CAT, # IG 5262 OR EQUIVALENT. ISOLATED GROUND,
o
STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2" CLEARANCE ON
ALL SIDES OF EACH OUTLET, SEE ELEVATION "B".
g
B) TWO EACH, HUBBEL CAT. # IG 5262 OR EQUIVALENT, ISOLATED GROUND,
STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2" CLEARANCE ON
ALL SIDES OF EACH OUTLET, SEE ELEVATION "A".
C) ADD 1/2"C. FROM e7 TO ?14. IF A TOKHEIM SYSTEM, AND CONNECT
IRCUIT TO LOAD SIDE OF
0
m
1
J
Q
KEY PLAN 20'-5"X46'-8" ISLAND MARKETER (IM-3) o
Chevron
ELECTRICAL STANDARD DWG.
ELECTRICAL ELEVATIONS
a
W
0
0
w
Chevron U.S.A. Inc.
ISLAND MARKETER (IM-3)
Marketing Operations
HM-21 CANOPY AND SPANNERS
REVISIONS
Frederic R.Harris, Inc.
9-15-89 MODIFIED NOTE #8
SCALEt AS SHOWN DATE!A-12-`&
`,o
�,Fort N.E. Fleet Avenue
.wuae Fort Lauderdale, FL 33334
AND RECEPTACLE 42
" „ O
IN, ELEVATION B
DR. GP CH. RtJ APP. RN
m
Cl%,
IM-3
a
OKEECHOBEE RD & ENTRY BLVD
E - 11 - 001 - 021
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60
0
r
w
ED
ru
N
m
LD
LD
x
m
3 PHASE — 4 WIRE, OPEN DELTA SERVICE
(120/240 V)
THE HIGH LEG CONDUCTOR COLOR AND OTHER MEANS OF IDENTIFICATI❑N
SHALL BE IN ACCORDANCE WITH NEC ARTICLE 215-8
T PANEL P1 400 AMP. MAIN DISTRIBUTION PANEL SPACE FOR: 42 SPACES BREAKERS: BOLT -ON TYPE QOBQOHVH
MAIN CIRCUIT BREAKER TYPE LA 400 AMP 2-225 AMP MAX 3 POLE SUBFEED Q2 UL LISTED INTERRUPTING RATING MAXIMUM
MANUFACTURER: SQUARE D 1-150 AMP MAX 3 POLE SUBFEED ENCLOSURE 76'H X 20'W X 6 3/4'➢.
TYPE : NQOD, FACTORY ASSEMBLED, BOTTOM BUSE& SOLID NEUTRAL & EQUIPMENT GROUND BAR
FEED WITH SERVICE EQPT. LABEL.
DESIONATION
CIT. ORKR.
SERVES
VOLT - AMPS
-
SERVES
YIRE
CKT.ORKR.
DESIGNATION
0_�&
PANEL
CIT.
II.
SPACE
AMP
POLE
WIRE
LOAD
A
B
D
LOAD
ANA
POL
ANP
SPACE
N0.
1
1
20
2
#12
11/2 HP, TURBINE PUMP MOTOR
oc
2970
oc
CANOPY H.I.D-, LIGHT FIXTURES
#10
2
20
2
2
1050
1920
3
OA
1050
2970
OA
1920
4
(STP-X)
5
5
20
2
#12
1 /z HP. TURBINE PUMP MOTOR
OC
oc
2970
oc
CANOPY H.I.D.LIGHT FIXTURES
#10
2
20
6
6
10 0
1920
7
10A
2970
1920
8
(STP-Y)
9dcl
20
2
#12
1 V2 HP. TURBINE PUMP MOTOR
oc
0 C
12260
CANOPY H,I.D.LIGHT FIXTURES
#10
2
20
10
10
1 50
12'C
(STP-Z)
OA
1050`'ro
OA
1200
12
13
13
20
2
#12
11/2 HP. TURBINE PUMP MOTOR
7C
1010
oc
1010
CANOPY FASCIA SIGNS
#12
1
2014
14
(STP-AA)
15
OA
1010
CANOPY FASCIA SIGNS
#12
1
2016
16
1010
17
SPACE
��
-
��
SPACE
18
19
SPACE
-
l(oo
�A
L(��
�(7
2
2
20
Po
21
SPACE
oC
ci&D
oC
22
O
23
23
20
1
#12
YARD LIGHTS
OA
1920
2250
1920 OA
YARD LIGHTS
#12
1
20
24
24
25
SPACE
(
-
oc
-
SPACE
26
27
27
AUXILIARY HEATER
�A
3333
5541
0A
2208
HEAT PUMP
28
28
(COMPRESSOR, COIL FAN,
29
3333 OB
5541
2208
30
3
FOR HEAT PUMP
RESISTIVE HEAT & BLOWER)
3
311
3333
5541
2208
32
SEE NOTE 5
SEE NOTE 3
OA
33
-
1920
1920
COOLER REFRIGERATION
34
34
SPACE
COMPRESSOR
3
35
OB
OB
36
-
1920
1920
37
0C
1920
oc
1920
38
NO SPACE AVAILABLE
OA
Qol
SUB -FEED FOR PANEL P2
40
4/0
2
225
3138
3138
42
TOTAL CONNECTED LOAD
(POS
74614075
CALCULATED LOADS BUS A 47743
PER CHAPTER 2 BUS B 7461 3S4
OF NEC BUS C 40759 MAX LINE AMPS
TOTAL 90308 Ape LOAD MUST BE CONNECTED TO THE INDICATED BUS BAR (HIGH 0)
PANEL NO. P2B, 225A MILE] PANELSPACESFORS 30 SPACES BREAKERS: BOLT -ON TYPE QQB
MANUFACTURER: SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM
TYPE NGUD, FACTORY ASSEMBLED ENCLOSURE: 35 1/2'H X 14'W X 6 3/4'D
WITH SERVICE EQUIPMENT LABEL BUSES: SOLID NEUTRAL & EQUIPMENT GROUND BAR
OESIGNAT ION
JUL BAKR.
WIRE
AYO
SERVES
VOLT — AMPS
SERVES
WIRE
BYO
CIT. GAIN.
DESIGNATION
CKi.
N0.
PANEL
GPACE
ANP
POLE
LOAD
A
C
LOAD
POL
AMP
PANEL
SPACE
$KI.
NO.
1
1
20
1
#12
HALLMARK SIGN NO. 1
980
980
-
HALLMARK SIGN NO. 2
#12
1
20
2
2
3
3
20
1
#12
LPS SIGN NO. 1
1200
1200
-
LPS SIGN NO. 2
#12
1
20
4
4
5
5
20
1
1 SPARE
-
CCTV (FLIT)
t12
1
20
6
6
7
7
20
1
SPARE
-
SPFE
1
20
8
8
9
9
20
1
#10
SPANNER & MODE SIGN
1902
3804
1902
SPANNER & MODE SIGN
#10
1
20
10
10
11
11
20
1
#10
SPANNER & MODE SIGN
1848
3696
1848
SPANNER & MODE SIGN
#10
1
20
12
12
13
13
20
1
#10
SPANNER & MODE SIGN
1440
2880
1440
SPANNER & MODE SIGN
#10
1
2014
14
15
15
20
1
#10
SPANNER & MODE SIGN
1902
1902
-
SPACE
16
17
17
20
1
#10
SPANNER & MODE SIGN
18-48
1848
-
SPACE
18
19
19
20
1
#10
SPANNER & MODE SIGN
14-40
1440
-
SPACE
20
21
SPACE
-
-
-
SPACE
22
23
SPACE
-
-
-
SPACE
24
25
SPACE
-
-
-
SPACE
26
27
SPACE
-
-
-
SPACE
28
29
SPACE
-
-
-
SPACE
30
TOTAL CONNECTED LOAD
9512
8238
CALCULATED LOADS BUS A 9512
PER CHAPTER BUS C 8238
2 OF NEC TOTAL 17750 MAX LINE AMPS 79
(HIGH P)
PANEL NO. P2A, 225 AMP MLO PANEL SPACES FOR: 42 SPACES 'BREAKERS BOLT -ON TYPE GOB
MANUFACTURER: SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM
TYPE: NQOD, FACTORY ASSEMBLED, SUBFEED LUGS ENCLOSURE: 35 1/2'H X 14'W X 6 3/4-D
WITH SERVICE EQUIPMENT LABEL. BUSES SOLID NEUTRAL & EQUIPMENT GROUND BAR
DESIGNATION
CIT. ANNA.
YIRE
AMC
SERVES
VOLT - AMPS
SERVES
WIRE
AYB
CKT.BRKR. I
OESIONATION
CKT,
NO.
PANEL
SPACE
AMP
POLE
LOAD
A
C
LOAD
POL
AMP
PRNEL
SPACE
CIT.
NO.
1
1
20
2
#12
SPACE FOR DISPENSER LIGHTING
IF MORE THAN 4 DISPENSERS
(SWITCHED NEUTRAL) NOTE 1
-
1000
1000
COMPUTER LINE CONDITIONER
#12
1
20
2
2
3
-
-
-
SPACE
4
5
5
15
1
-
SPACE
-
1570
1570
DISPENSER COMPUTERS & LIGHTING
(SWITCHED NEUTRAL) NOTE 1
#12
2
20
6
6
7
7
15
1
-
LINE CONDITIONER NO. 2 (IF REQ'D)
-
-
-
g
9
9
15
1
#12
DISPENSER EMERGENCY SHUTDOWN
& LIGHTING CONTROL CONTACTORS
450
750
300
TANK LEVEL MONITOR (FUTURE)
-
1
20
10
-10
11
11
20
1
#12
DOOR STRIKE EQUIPMENT
COUNTER RECEPTACLES
800
1640
840
SALES AREA LIGHTING BN
#12
1
2012
12
13
13
20
1
#12
SALES AREA RECEPTACLES
1080
1640
560
SALES AREA LIGHTING
#12
1
2014
14
15
15
20
1
#12
SEE
NOTE #2) RECEPTACLES
900
1840
940
REST ROOM LIGHTING x
#12
1
2016
16
17
17
20
2
#12
WALK-IN COOLER DOOR LIGHTS
CIRCUIT-19 IS SPARE IF LIGHTS ARE 120V
400
1200
800
MICROWAVE
#12
1
20
18
18
19
400
1750
1350
DRINKS/SLUSHY DISPENSERS
#12
1
20
20
20
21
21
20
1
#12
WALK-IN COOLER DOOR HEATERS
1080
1880
800
JUICE/TEA DISPENSERS
#12
1
20
22
22
23
23
20
1
#12
SERVICE RECEPTACLE (SEE NOTE#2)
1440
3340
1900
COFFEE DISPENSER
#12
1
20
24
24
25
25
20
1
#12
WATER HEATER
1650
3350
1700
NACHOS
#12
1
20
26
26
27
SPACE FOR 240V W.H. (SEE NOTE#4)
-
800
800
HOT DOGS
#12
1
20
28
28
29
29
20
1
#12
SALES RECEPTACLE (WINDOW SIGNS)
720
1920
1200
POPCORN
#12
1
20
30
30
31
3115
1
#12
WALK-IN COOLER EVAP FAN & LGTS
600
1800
1200
FREEZER RECEPTACLE
#12
1
20
32
32
33
3315
2
#12
ICE CUBER EVAP. FAN
(FUTURE)
450
2290
1840
ICE CUBER COMPRESSOR
(FUTURE)
#12
2
20
34
34
35
450
2290
1840
36
37
SPACE
-
-
-
SPACE
38
39
SPACE
-
1440
1440
VACCUUM UNIT
#12
1
20
40
40
41
41
15
1
#12
ICE MERCHANDIZER (SEE NOTE 2)
900
1100
200
TELEPHONE CO. POWER & LIGHT
#12
1
15
42
42
TOTAL CONNECTED LOAD
16700
14900
CALCULATED LOADS: BUS A 16700
PER CHAPTER 2 BUS C 14900 139
OF NEC MAX LINE AMPS
TOTAL 31600 (HIGH 0)
N
X
TABLE I
CATALOG
NUMBER
IM-3A
(V-A)
IM-3B
(V-A)
IM-3C
(V-A)
IM-3D
(V-A)
P2 1 - 2
1080
1080
1080
840
P2-14
1040
960
1040
560
P2-16
860
1020
860
940
NOTES FOR PANEL SCHEDULES
1. USE SWITCHED NEUTRAL -COMMON TRIP BREAKER
FOR CKT P2-1 & P2-6 GE # THQL21W20
CIRCUITS P2-1 AND P2-6 MUST BE CONNECTED
TO THE SAME PHASE.
2. USE GROUND -FAULT -INTERRUPTING BREAKER
GE # THOL1120OF,
3. USE BREAKERS UL LISTED AS HACR TYPE FOR USE
WITH AIR CONDITIONING, HEATING AND REFRIGERATING
EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND
MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS,
REFER TO DRAWING 81-HQ-463 FOR HEAT PUMP LOAD.
4. IF AN OPTIONAL 40 OR 45 GALLON WATER HEATER IS
REQUIRED, USE THE ALTERNATE SPACE DEDICATED FOR
THAT PURPOSE,
5. REFER TO DRAWING 81-HQ-463 FOR SIZING
OF AUXILIARY HEATER.
6 USE A 100 AMP, THQB BRANCH CIRCUIT BREAKER FOR
THE UTILITY BLDG, USE A 175 AMP SUBFEED BREAKER
FOR THE CARWASH BLDG, FOR LOADS GREATER THAN
100 AMPS A SUBFEED BREAKER MUST BE USED
7. MANUFACTURERS LIMITATION THE SUM OF Q-LINE
BREAKER RATINGS MOUNTED OPPOSITE EACH OTHER
(DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED
140 AMPS,
8. THE DISPENSER LIGHTING AND COMPUTER LOADS WERE
CALCULATED USING THE FOLLOWING DATA FOR THE
DRESSER WAYNE 390 AND 490 MULTI -GRADE DISPENSERS
LIGHTING LOAD 1.5A/DISPENSER
COMPUTER LOAD = 1.5A/DISPENSER
PUMP MOTOR COIL = 225A/COIL
ELECTRICAL STANDARD DWG.
a
c:
LL
N
KU
0
o
W
\] DRINKS k SLUSHY
'`` _ nicocticrwc
.. .. �,
C,
ELECTRICAL PLAN 1M-J#
SCALE: 1 /4" = 1'-0-
'„
B. • BOX
C. 3 GANG SWITCH BOX
fib»
_
y
• : •
tN, .IH•i71 7�.91SIJ�a1:�
' ' •
�Kf��4'tl:72
me) 4p7t.-I"AW. m-mx[61"Aaa t i•73(►ZeL\�Cd�
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-no
y]\59I:7:1�[•l�•�.-V
tal L'7.li
+ilk
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•
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� ","' �i�11:7a[•lx/[�3��:[Ilihl�i73�'�.�i:3eai�7.7witlfl:]��:���ll�
,
BILL OF MATERIALS NOTE: ALL ITEMS ARE NO] REQUIRED. SEE BUILDING DRAWINGS
TO DETERMINE THO`;F: REQUIRED.
ITEM
DESCRIPTION
QI Y.
REMARKS
--
0
0
TERMINAL BOX. 10" X 10" X 4" DEEP
OINTERCOM
NEMA 1 ENCLOSURE, HOFFMAN CAT. NO. A-1ON104.
1
JACK ASSEMBLY OUTLET, FLUSH, SOUTHERN
`-
OTELEPHONE
rj
TELEPHONE SUPPLY COMPANY NO. NT630AQA.
t
O
CAR WASH REMOTE CONTROL PANEL.
-
OPTIONAL SUPPLIED BY
CAR WASH MANUFACTURER,
7
-- A-
FUSED DISCONNECT 3P-S/N, 100 AMP FRAME NEMA 3R ENCLOSURE,
SQUARE D CAT. NO. D223NRB 1 1/2" BOLTON HUB, SQUARED
-
USE FOR 100 AMP, I PHASE
3 WIRE SERVICE.
CAT, NO. B150, CLASS R FUSE KIT SQUARE D CAT. NO. DRK-1020,
1
AND CLASS R 100 AMP FUSE,
PUMP INDICATING LIGHTS
CASHIER
SEE LAYOUT' AND WIRING
$
DOOR STRIKE SNATCH CONTROL
1
SHEET E-08.
CONSOLE LIGHTING CONTACTOR SWITCHES
EMERGENCY SHUTDOWN SWITCHES
ODISPENSER
INTERFACE MODULE
1
SUPPLIED BY CHEVRON
LINE VOLTAGE REGULATOR, CONDITIONER 1000 OR 2000VA
1
(500 VA NOT ACCEPTABLE)
1
SUPPLIED BY CHEVRON
INTERCOM MAIN STATION,
�)
3M CAT. N0. D-20 INTERCOM
i
SUPPLIED BY CHEVRON
ELECTRIC DOOR STRIKE KIT
FOR KIOSK, -NONE REDID
12
ADAMS RITE CAT. NO. 7560-525-626-00
1
FOR ISLAND MARKETER, 2 REO'D.
3
FAN. BROAN MODEL NO. 505, 8'
VERTICAL DISCHARGE
AS
120 YAC, 1.5A
REO'D.
1
SUPPLIED BY CHEVRON -�-�
14
DISPENSER DATA DISTRIBUTION BOX
TOKHEIM-1 BOX-120 VAC. POWERED
2
DRESSER WAYNE MM4-2 BOX
SEE BLDG. ELEC. ELEV, SHEET
LEVEL MONITOR, FUTURE,
OTANK
15
11"H X 20-W X 8•D (MAXIMUM SIZE)
1
16
CONTROL CONSOLE EPOS
t
SUPPLIED BY CHEVRON
PULL BOX, 300H X 20"W X 100D
7
CIRCLE AW CAT, NO. 302010 12
1
SEE DETAIL SHT, E-15.
EXTERIOR DISPENSER EMERGENCY SHUTDOWN, OIL TIGHT/WATER TIGHT/
SFt
j$
CORROSION RESISTANT 'SO D" 9001-KR-9R W/9001-KA-3, FOR
PLANS
SUPPLIED BY CHEVRON
CAR WASH BAY USE 9001-KYSS-1
AUTOMATIC HAND DRYER
---
j 9
SUPREME ENVIRONMENTAL SYSTEMS: MODEL SES 150
AS
REO'D.
10, 60 HZ, 115V, 2.0 KW
STARTER AND CONTACTOR BOX
1
SEE CONNECTION DIAGRAM FOR
2O
NTH DISPENSER DISCONNECT SWITCHES.
STARTER AND CONTACTOR BOX
SHT- EE-06. SUPPLIED BY CHEVRON
_
COMBINATION METER AND CURRENT TRANSF. CABINET.
21
400A, 42-H X 36-W X 11'0.
i
USE FOR 400A, 1 PHASE -
CIRCLE AW CAT, NO. 1218148, 158 OR 168.
3 WIRE SERVICE
COMBINATION METER AND CURRENT TRANSF. CABINET.
42'H X 36"W X 11"0.
1
USE FOR 400A, 3 PHASE -
CIRCLE AW CAT. NO. 122013B OR 188.
CIRCLE
4 WIRE SERVICE
MAIN DISTRIBUTION PANEL P-1
1
SEE PANEL SCHEDULE P-1
Z4
SUB -PANEL P-2 -
t
SEE PANEL. SCHEDULE P-2 �-
BREAKER, 2 ROLE, 400A TRIP, 400A FRAME, SQUARE D, CAT. NO.
25
LAL 26400. ENCLOSURE. 44 1/2-H X 15 3/8-W X 6 7/8'D. NEMA
t
USE FOR 400A. 1 PHASE-
3R. SQUARE D CAT. NO. LA40OR
3 WIRE SERVICE
BREAKER, 3 POLE, 400A TRIP, 400A FRAME, SQUARE D
26
0
CAT. NO. LAL 36400. ENCLOSURE, 44 1/20H X 15 3/8'W X
1
USE FOR 400A. 3 PHASE--
6 7/8"D, NEMA 3R, SQUARE D CAT. NO. LA400R.
4 WIRE SERVICE
2 POSITION SELECTOR SWITCH, SO. "0" CAT. y9001-KS-11BH2,
MOUNT IN ENCLOSURE
Z7
WITH LEGEND PLATE KN-244.
1
SQ. "D" CAT. /KYAF-1 OR ? QUAL,
DOOR STRIKE EQUIPMENT BOX
SEE DETAIL THIS SHEET
2$
MAY BE PART OF CASHIER'S CONTROL CONSOLE
1
COMBINATION METER, CURRENT TRANSFORMER, AND SERVICE
USE FOR 400A, 1 PHASE -
CABINET, 400A, 52"H X 24'W X 11"D
1
CIRCLE AW CAT. NO. U1218148, 158 OR 16B
CIRCLE
3 WARE SERVICE
COMBINATION METER, CURRENT TRANSFORMER, AND SERVICE-
30
TERMINATION CABINET 400A, 52"H X 36"W X 11"D
1
USE FOR 400A, 3 PHASE -
CIRCLE AW CAT. NO. U122013B OR 188
4 WIRE SERVICE
CURRENT TRANSFORMER CABINET, NEMA 3R, CIRCLE AW, CAT.
--
- J-
3�
NO. 303011 RTCT W/ CT MOUNTING BASE 6019-A BASE. CT
RATED SOCKET WITH TEST SWATCH PROVISION CIRCLE AW CAT.
1
NO. 1214-4,-5,-6,-8, OR -13
32
OUTSIDE SPEAKER/MICROPHONE, 3M,
CAT. NO. 78-8016-9810-7. TYPE OSM.
1
MOUNTED ON THE CANOPY CaUMNS
FOR ISLAND MARKETER PRO X:CTS.
ONLY 4 REO'D./SUPPLIED BY CHEVRON
FUSED DISCONNECT 2P-S/N, 600A FRAME, NEMA 3R
ENCLOSURE, SQUARE D CAT. NO. D226NR
USE FOR 600A, t PHASF -
33
4' BOLT -ON HUB SQUARE D CAT. NO. 6400
1
CLASS R FUSE KIT, SQUARE 0 CAT. NO. DRK-600
3 "RE SERVICE
CLASS R 600A FUSE
FUSED DISCONNECT 2P-S/N, 400A FRAME, NEMA 3R
J
ENCLOSURE, SQUARE D CAT. NO. D225NR
1
USE FOR 400A, 1 PHASE -
34
4" BOLT -ON HUB SQUARE D CAT. NO. 6400
CLASS R FUSE KIT, SQUARE D CAT, NO. DRK-40
3 WARE SERVICE
CLASS R 400A FUSE
FUSED DISCONNECT 3P - S/N, 400A FRAME, NEMA 3R
ENCLOSURE, SQUARE D CAT. NO. D325NR
40 BOLT -ON
BDRK-40 400
1
USE FOR 400A3 PHASE -
35
CLASSR FFUSE KIT. SQUARED DCCAT.NNO,O.
CLASS
4 WIR®SERVI
CLASS R 400A, FUSE
ITEM
DESCRIPTION-
QTY.
REMARKS
36
MICROMAX 3000 CONSOLE
W/ INTERNAL POWER SUPPLY
AS
REDID.
DISPENSER, INTERFACE
MODIFICATION MAY
BE REQUIRED.
37
3$
MICROMAX PRINTER A0
1
39
MODEM
1
'SUPPLIED BY CHEVRON C.T.D.
40
829 LOOP13ACK TELCO W/
829 POWER SUPPLY
1
41
TOKHEIM MEMS IV PUMP CONTROLLER
1
TWO EACH - HUBBELL CAT, #5262
OR EQUIVALENT, THREE WIRE ISOLATED
AS.
MAY BE FIELD ADDITION
42
GROUND, STRAIGHT BLADE DUPLEX,
REQD.
BY GENERAL CONTRACTOR,
ORANGE, WITH MOUNTING BOXES.
43
__-
44
'
(
ELECTRICAL CONSTRUCTION SPECIFICATION
ALLWORK 'SHALL COMPLY WITH THE LATEST NATIONAL ELECTRICAL:1 ? `
CODE. AND ALL LOCAL GOVERNING CODES AND ORDINANCES.
WHICHEVER IS MORE STRINGENT, Y ,
MATERIALS_,_ STRANDED CONDUCTORS ONLY
WIRE: CONFER: MINIMUM 600-V RATING. JACKETED - THWN INSULATION
AS DESCRIBED IN THE NATIONAL ELECTRICAL CODE AND APPROVED BY
UNDERWRITER'S LABORATORY INC. SURFACE PRINTING SHALL BE IN CONTRASTING
COLOR DESIGNATING VOLTAGE RATING. TYPE OF INSULATION, SIZE,
NAME OF MANUFACTURER AND 'TYPE THM4 GASOLINE AND OIL RESISTANT II_ -(NEC 501-13)
WIRE SIZE: ALL WIRE SHALL BE NO. 12 AWG. MINIMUM OR
AS SHOWN ON PLANS. WHERE NOT SHOWN USE SIZE TO INSURE:
(1) TO MORE THAN 5% VOLTAGE DROP AT ANY LOAD AND (2) CODE COMPUANCE
ALL ITEMS 'SHALL BE (1) UL-LISTED AND LABELED. AND
(2) ACCEPTANCE TO LOCAL GOVERNING AUTHORITIES.
EMERGENCY DISCONNECT SYSTEM:
TRANSFORMER IS NOT TO BE PART OF THE SYSTEM DISCONNECTED BY THIS
CIRCUIT. ONLY THE DISPENSER LIGHT AND COMPUTER POWER IS TO BE SHUT
DOWN BY THE EMERGENCY DISCONNECT SYSTEM.
j t
LLLCRQAL. SERVICE:
UNDERGROUND SERVICE IS REQUIRED UNLESS OTHERWISE SHOWN ON PLANS.
LOCAL UTILITY TERMINATION BOX IN ACCORDANCE WITH x.
CODE. UTILITY COMPANY AND CHEVRON REQUIREMEN IS. ' a
TELEPHONE SERVICE : `
INSTALL UNDERGROUND CONDUIT IN ACCORDANCE NTH LOCAL UTILITY
REQUIREMENTS AS SHOWN ON PLANS OR SPECIFIED BY CHEVRON REPRESENTATIVE
INSTALL TELEPHONE SERVICE TO PHONE BOOTH AND/OR OTHER BUILDING IN
UNDERGROUND CONDUIT. WHEN A PHONE BOOTH AND/OR OTHER BUILDINGS ARE
SHOWN ON THE UNDERGROUND CONDUIT SITE PLAN. '
GROUND L'OiNN ON: .;,. �
INSTALL FOR ENTIRE CONDUIT SYSTEM AS REQUIRED BY CODE.
-STRANDED CONDUCTORS ONLY
ALL UNDERGROUND FITTINGS AND CONDUITS MUST HAVE A BRUSH APPLIED
COAT OF BLACK ASPHALT 'BITSUMATIC' NUMBER 50 PAINT__ _
INSTALL W9RES IN RIGID, GALVANIZED STEEL CONDUIT AND MAKE WATER -TIGHT
CONNECT RIGID CONDUIT TO EXPLOSION -PROOF UNIONS IN PUMPS AND
DISPENSERS. DO NOT RUN CONDUIT OVER UNDERGROUND TANKS. INSTALL SEALS ON ._
ALL CONDUIT RUNS AS REQUIRED BY CODE. MINIMUM CONDUIT DEPTH SHALL BE
24' BELOW GRADE. SEALS AND PULL BOXES AT POLES SHOULD BE INSTALLED
INSIDE POLE:. OTHERWISE LOCATE ON SIDE OF POLE ADJACENT TO SIDEWALK
OF INTERIOR PROPERTY TO AVOID DAMAGE BY AUTOMOBILES. UNDERGROUND
GALVANIZED CONDUIT MUST MAINTAIN A MINIMUM OF 12" SEPARATION FROM
-
COPPER LINES TO PREVENT CORROSION. WRAP GALVANIZED CONDUIT' MATH
'POLYKEN 930' TAPE WHENEVER IT IS WITHIN 12' OF COPPER. EACH WRAP
TO HAVE HALF -WIDTH OVERLAP OF PREVIOUS WRAP. .,
BUILDING AIVD CANOPY WIRINQ;x, 1 ".
ALL WIRING AND CONDUIT TO BE NEATLY INSTALLED AND CONCEALED
WHENEVER POSSIBLE. CONDUIT TO BE INSTALLED SO THERE ARE A MINIMUM
NUMBER OF HOLES MADE THROUGH EXTERIOR WALLS, ROOF AND CANOPY, WHERE ,•.'.
,
HOLES ARE NECESSARY. MASTIC, BACK-UP PLATES AND SUITABLE FITTINGS
SHOULD BE USED TO OBTAIN A PERMANENT WATERTIGHT SEAL.
MSTIC IS ALSO TO BE APPLIED BETWEEN ROOF AND BACKPLATE.
'
WIRING WITHIN THE BUILDING SHALL BE "REMOLD STYLE INSTALLED IN A .W'
NEAT AND 'WORKMANLIKE MANNER AND AS UNOSTRUSIVELY AS POSSIBLE
PAN,�.9�{1 SWITCHING: - � E
COMPLETE METERING, SERVICE & DISTR. EQUIPMENT TO BE PER PLAN WITH
U.L. LABE.. APPROVED BY CITY AND POWER SUPPLIER FOR THIS USE. FURNISH
AND INSTALL METER SOCKET AND ACCESSORIES TO MEET POWER SUPPLIER'S
REQUIREM€:SITS. NO SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY CHEVRON
REPRESENTATIVE, SHOP DRAWINGS SHALL BE SUBMITTED FOR EACH SUBSTITUTION
PROVIDE PERMANENT TYPEWRIITEN OR EMBOSSED TITLE ON PRESSURE
;t '
SENSITIVE PLASTIC TAPE FOR EACH SWITCH AT PANEL.
sr g 5 •
. A £tn ..
CONNECT SL5_ AND FIXTURE INS LATLQt d
LIGH71NC FIXTURES: WHEN FIXTURES MATH ADJUSTABLE LIGHT PATTERNS
ARE INSTALLED. MAKE SUCH ADJUSTMENTS AT NIGHT, WITH THE CHEVRON
REPRESENTATIVE. CONCEAL ALL CONDUIT CONNECTIONS TO FIXTURES FROM VIEW
INSTALL AND CONNECT THE COMPLETE :SYSTEM IN ACCORDANCE WITH THE PLANS
COORDINATE. ':r1F: WORK WITH THE MANUFACTURER'S REPRESENTATIVE FOR THE
EQUIPMENT 'ECIFIED TO ASSURE PROPER OPERATION OF THE SYSTEM AND ,�..
iT'S COMPONENTS EPOS AND DISPENSER INTERFACE UNIT SHALL. BE Y
,
HARD WRED FROM LINE VOLTAGE: REGULAR AND CONDITIONER.
Fx ate,; ..•.+ '' >s. 7 ,';^£k"4
,i ri, f`x im �f 0"', 11^ •R Cr Ytlr. ,[4 3
Y t yµrc
Y.,�¢ )
I YF Ls Yeti
ift`,nAb
?„ i
pp.
- 1/2" FLEXIBLE METAL CONDUIT
a .-
� ,',
5`
1/2' INSULATED -MALLEABLE
IRON CONDUIT CONNECTOR,
-- 1/2" COMB. FLEX TO RIGID CONDUIT
APPLETON CAT (7481VI -
COUPLINGS- MALLEABLE IRON, APPLETON
CAT #RCC-50.
4" SQUARE X 2 1
DEEP BOX, APPLETONTON
1/2- THREADED RMC/IM C
CONDUIT STUB -UP AREA
CAT 14SO 1/2 -
INSULATED THROAT BUSHED NIPPLE,
PLAN
APPLETON CAT #CN-501
DEEP BOX EXTENSION -
RING, APPLETON
- 9" X 6" CORNER COLUMN
CAT #4SE 1/2
1 PWR SHIELDED CABLE, #22 AWG
- BALDEN CAT #8451
1/2' THREADED RMC/iMC INSULATED
UNISTRUT /PIOO1B
THROAT BUSHED NIPPLE, APPLETON
LENGTH A/R
CAT #CN-501
LOCKNUT (1/2")
UNISTRUT A1P1204
SHOWN, SIZE A/R
SOFFIT
4 WALL
LOCKNUT(1 /2')
--"
�-
UNISTRUT
-'
SPEAKER CABLE
,#P1113B SHOWN, SIZE A/R.
-` • -
1/2" THREADED IMC NIPPLE,
tl CONDUIT
tl '
1/2" INS. THROAT -MALL IRON
°
• • »
BUSHING, APPLETON
CAT #CN-501
ALTERNATE MOUNTING FOR INTERCOM
TERM BX
INTERCOM TERMINAL BOX
ELEVATION
BUILDING INTERCOM SPEAKER — TYPICAL
SCALE: NONE
SEE BLDG.
FLOOR PLANS
PLUG W/FLUSH (RECESSED)HEAD
SIZE BY COUPLING
CONDUIT COUPLING,
SIZE BY CONDUIT
CONDUIT, 1 1/2" SHOWN
SIZE AS REQUIRED
CAPPED CONDUIT
IWEvRCOM SYSTEM COMPONENTS
ITEM
DESCRIPTION
QTY.
LOCATION
PROVIDED BY
D-20 INTERCOM
1
CASHIER'S
CHEVRON
MAIN STATION
COUNTER
Q
_
HD FOOT _
1
BELOW
CHEVRON
SWITCH
CASHIER'S CTR.
f31
CSM HORN SPEAKER
EACH PUMP
CHEVRON
�1
/MICROPHONE
BLOCK (1)
VTF RECESSED
1
N / A
CHEVRON
SPEAKER/ MIC
4'-6" ABOVE
"PRESS FOR SERVICE"
FLOOR OR TOP
CHEVRON
SWITCH (OPTIONAL)
OF PUMP BLK.
TBC--SLANT LINE
N/A
CHEVRON
SPEAKER/MIC SUR
MTD. OPTIONAL
USE ONLY W/HD RETAIL APPVAL.
1$ GAUGE -LOW VOLT
AS
GENERAL
WIRING (2 OR 4 CON.)
RQRD
CONTRACTOR
--
DOUBLE GANG WEA-
THER PROOF JCTN.
-
FOR ITEM 3
GENERAL
BOX
ONE EACH
CONTRACTOR
4"X4"X2" DEEP JCT.
SEE
DIAGRAM
-
GENERAL
BOX W/ COVER
CONTRACTOR
—
SINGLE GANG WEA--
THER PROOF JCTN.
FOR ITEM 6
GENERAL
BOX
CONTRACTOR
CONDUIT STUB -UP SUPPORT
SCALE: NONE
(BY GENERAL CONTRACTOR) SEE BLDG.
ELEVATIONS
CONNECT RECTIFIER OC
CONDUCTORS TO DOOR
STRIKE CONDUCTOR ����""""'''''��'��,,,, - #14 THWN CONDUCTORS TO
2ND ELECTRIC DOOR STRIKE(IM ONLY)
#14 THWN CONDUCTORS TO
6" X 4" X 5' SCREWCOVER T ELECTRIC DOOR STRIKE
JIG BOX HOFFMAN `_-
CAT #A-604SC
(SHOWN W/COVER
REMOVED) ro
RECTIFIER, INCLUDED
IN ELEC. DOOR STRIKE
KIT 1Y MOUNT TO
PANEL
0
4 7/8' X 2 7/8" PANEL—;
HOFFMAN CAT MA-6P4
MOUNT TO JIG BOX —_/
ROCKER SNATCH W/F
NEON LIGHT, 120 VA
SPST MAINTAINED CI
L.T.W. #81F3167
MOUNT ON COVER
14603 RECTIFIER
�-
IO
---- - - - - -- __--1
a
I-
I
(IDF4
I
I
I
I
I
RED H H
1�1
i
B_LKK -�
RED H
"
HT. H
i
DC A/C TO
i
I
I
�
I
i
O
L__-
--
-- CONNECT RECTIFIER AC
CONDUCTORS TO TRANSFORMER
SEONDARY TERIMINALS
2$ DOOR STRIKE EQUIPMENT BOX - TYPICAL
SCALE: NONE
F
<=
Frederic R. Harris. Inc.
;Ifi 6300 N.E. First Avenue
ft JRa Fort Lauderdale, FL 33334
tM
I
IM-3
OKEECHOBEE RD &ENTRY 73LVT)
ST. LiICIL COUNTY, FL
t
PROJECT' NO. 07,1884-60
Chevron
Chevron
4 U.S.A.
Marketing
a:. Operations
REVISIONS
9-27--89 REVISED BILL OF MATERIAL
ITEMS 3&6 , 38 , do ig.
BLDG. FLOOR
120/24 VAC TRANSFORMER,
40VA, ADAMS RITE CAT #4605
MOUNT TO PANEL
CONNECT 120 VAC. BLDG.
RECEPTACLE CIRCUIT(#12THWN)
TO THESE CONDUCTORS
om
TRANSFORMER
BOX
PANEL
SEE BLDG.
FLOOR PLANS
MAY BE IN
CONTROL)
CONSOLE
EL.ECTRIC,AL. STANDARD DWO,
ELECTRICAL CONSTRUCTION
SPECIFICATIONS &. BILL OF MATERIALS
SCALE: NTS DATE:
DR. CT2 CH. IZty APP. R?,i
E-14-000-000
t,
3;
'S . I cone —J `1C A
67& DATA DISTRIBUTION IWU Ut1i IwLAIt.0
j' BOX-120 VAC ® OUTLET STRAIGHT BLADE ONLY
—
,: SOLA LINE REGULATOR HARD WIRED
+z DISPENSER INTERFACE- v - - -- -
' (I.E. ELECTRONIC < z pageK"m � L
CENTRAL TOKHEIM ONG.) L% N =
�x
z aw. (pace CND. i
x
°A w r.
"T xa kx)GREEN 70 EARTH
GROUND STAKE
gp wpr H 1 ONLY-J10 AWG.
X4 egc H4
x9 (NEet. i x rneg¢ H3 I
X2 a H2
NOTE: _ 2 /12 TO
1 ® MODEL % 83A2MINIIMUM BRATTING ED) x ( X1 — - Hi C/S 20A
OR EQUIVALENT RATED (PORTABLE) - --- - - ---
MODEL W-13-175-50OVA IS NOT CONNECT USING ONLY TERMINALS
ACCEPTABLE. SHOWN TO PREVENT PHASE REVERSAL
SOLA (63-23-1 75) WIRING SCHEMATIC
N.T.S.
(D
TO ELECTRONIC CENTRAL/OR OTHER DISPENSER INTERFACE UNIT
2 POSITION SELECTOR SW, OPERATOR
SQUARE D, CAT. # 90OKS. 118W
CONTACT BLOCK SQUARE D, CAT. # 9001 KA2
PLUG IN NCR TERMINAL/OR OTHER CONTROL CONSOLE AND
OTHER RELATED UNITS ONLY AS BELOW,*
ORANGE ISOLATED QUAD OUTLET/=FOR TERMINAL PERIPHERALS
p p (I.E. MODEM —CARD READER, ETC.) STRAIGHT BLADE ONLY.
E) Q
STACO LINE CONDITIONER TRANSFORMER
10 1000VA. 120/ 12OV; FR 12100
42
TRANSFORMER CORE CHASSIS
GROUNDS TERMINAL. SEE GROUNDING
DETAIL
LX2
GND. GRN
(HOT) BLK.FIELD
INSTALLED
X2 (NEUTRAL) WHT. JUMPER "N"
TO " GI'
(NEUT.) WHT,
G (CND.) GREEN H2
(HOT) BLK.
H1
" C
�1 10 AWG-TO GROUND
STACO FR 1 21 DOH -TRANSFORMER WIRING SCHEMATIC ROO
N.T.S. - -_- -
14
1k .
�wit
t"
r
�
byy it
"
A.
c
EPOS
COMPUTER IS
CONSOLE
EPOS/MSR/MODEM/HTS
POWER CORDS.
�. • "t a t , TOKHEIM SYSTEM ONLY
a -
,,
87& DATA DISTRIBUTION
eox-tao vac. q,6TWO ORANGE
fi42 DUPLEX-r APART
i ISOLATED OUTLETS
STRAIGHT BLADE ONLY DISPENSER INTERFACE
(I.E. ELECTRONIC I
CENTRAL, TOKHEIM DHG, VIZ
ETC.) a Ir
INPUT TERMINAL BLOCK I rN1
t ` INPUT GROUND STUD Cd I x
11 AMP INPUT CIRCUIT BREAKERit
M a
/ SHEILOEO ISOLATION TRANSFORMER
SINGLE `
/ POLE
INPUT / SWITCH 'B' i
"-----------� I
OUTPUT 1
® HOT OUTPUT TERMINAL PARALLELED
NEUTRAL
1iQi AL 0 p I BLOCK I CIRCUITS 'A & •�
THE USE OF CONDUIT H O O - I FILTER �(3)�12 AWG
FOR GROUNDING METHOD 110 O 110V I I THHN
IS UNACCEPTABLE. 1200 1 OV I HOT _i
INCOMING WIRES MUST
BE RATED MINIMUM 90C 130 1130V NEUTRAL H NE�TRA- IL_
GROUND N ROUND 1
o ENCLOSURE J FACTORY GROOUTPUT UNDED
1 - GROUND (DO NOT REMOVE)
--------------------------------� - - - - - -
I CUSTOMER SUPPLIED
FACTORY SET JUMPER UNIT IS SET FOR 120 1 WIRES
VOLTS AS SHOWN. MOVE THIS WIRE FOR 1
ALTERNATE VOLTAGE SELECTION. i GREEN-10/AWG
MOOEL-DH19110OTB-1000 VA j L EARTH GROUND
MODEL-D02411OOTB-2000 V.A STAKE. SEE DETAIL BELOW
TEAL LINE CONDITIONER
N.T.S.
NOTE: IF INSTALLATION IS IN AN EXISTING SYSTEM REFERENCES TO BLDG. FRAME GROUND,
PANEL GROUND BAR & NEUTRAL BAR, ARE TO BE INSTALLED AS APPLICABLE TO
MEET NEC AND LOCAL CODE REQUIREMENTS.
ALL TYPES OF INSTALLATIONS REQUIRE THE GROUNDING OF THE LINE CONDITIONING
UNIT (I.E. SOLA,TEAL, ETC.) AND DISPENSER EQUIPMENT GROUNDS, TO COMPLY WITH
THE DIAGRAM BELOW.
EQUIPMENT -
GROUND BAR
(PART OF
SUB -PANEL)
#4 EQUIPMENT -
GROUNDING CONDUCTOR
BUILDING STEEL —
EQUIPMENT GROUND
BAR (PART OF
MAIN DISTRIBUTION
PANEL)
#2 C.U.
BONDING
JUMPER
NOTE:
WHEN MAKING CONNECTION
TO BLDG. STEEL THE
/2/0 WIRE MUST BE
FULLY INSERTED INTO CADWELD
MOLD CAVITY.
OR
CADWELD NOOTLREQUIRED).P IF
CADWELD
#TAC-2026
CADWELD
#GTC-182G
SUB PANEL
v7 - LINE CONDITIONER
VOLTAGE REGULATOR
r CHASSIS -
1 CORE 1 I
NEUTRAL LIBLK. 1 1
HOT (BLK.)
WHT. I I - NEUTRAL (WHT.) O Q
MAIN -BONDING ---" i - -I P A
JUMPER I I CND. (GREEN) T D
(INTERNAL -TRANSF.)
MAIN
ISTRIBUT10 -'-
PANEL FIELD WIRING
FROM DISPENSER
J-BOX CONDUITS
GROUND IN
TROUGH TERM.
-TRANSFORMER INTERNAL GROUND LUG
GROUNDED SERVICE CONDUCTOR (NEUTRAL)
MAX. JO-MIN. #10 STRANDED COPPER TO
GROUND ROD FOR VOLTAGE REGULATOR
MAXIMUM LENGTH 6'
FROM VOLTAGE
MINIMIZE CONDUCTOR RIGHT REGULATOR TO DEDICATED
ANGLE BENDS TO GND. ROO GROUND STAKE -LUG
CADWELD #VSC-2G-V3C
METAL UNDERGROUND
WATER PIPE
-- GROUND ROD, COPPERWELD 3/4° 0 X 10'-0•
LONG, RESISTANCE TO GROUND MUST BE
25 n OR LESS AT SERVICE ENTRANCE.
GROUNDING
N.T.S.
0
SEE GROUND
ROD DETAIL
NOTES: �.<�� w. ,.: � ,
.=<:1
1.
USE #2 STRANDED COPPER WIRES FOR ALL GROUNDING CONDUCTORS, EXCEPT
AS
NOTED OTHERWISE.
2.
ALL GROUNDING CONNECTIONS TO BE ACCESSIBLE FOR INSPECTION.
3.
USE INSULATED THROAT GROUNDING BUSHINGS ON ALL RACEWAYS ENTERING
METERING COMPARTMENTS, MAIN DISTRIBUTION PANEL AND ALL OTHER
ENCLOSURES CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL BONDING
JUMPER SIZED ACCORDING TO 1987 250-95 BETWEEN BUSHING LUG AND ENCLOSURE.
4.
MARK ALL BREAKERS WITH FLOURESCENT MARKERS INDICATING THAT
TRANSFORMER IS NOT TO BE TURNED OFF.
5.
FEED LINE CONDITIONING UNIT (I.E. TEAL/SOLA, ETC.) FROM 20AMP BREAKER THAT
IS ON THE
SAME SIDE OF THE LINE PHASE AS THE BREAKER THAT FEEDS THE DISPENSER
COMPUTERS.
6.
PROVIDE GROUND STAKE AND CONNECTIONS PER DETAIL ON DRAWINGS.
7.
LINE CONDITIONER OUTPUT IS CONNECTED TO THE DISPENSER INTERFACE UNIT
(I.E. UNIDYNAMIC "OMC", GILBARCO "PAM", TOKHEIM "DHC') AND TO A
QUAD/TWO DUPLEX ISOLATED OUTLET IN EPOS CASHIER AREA.
8.
CIRCUIT TO DISPENSER INTERFACE ONLY WOULD HAVE A DOUBLE POLE/SINGLE
THROW SWITCH IN THE LINE.
9.
EPOS CIRCUIT PARALLELED TO OUTPUT IS NOT SWITCHED.
10 3-1-88
LOAD CIRCUIT SOLA-MODEL 63-23-210-8-1000VA
SHOWN IS THE STACO-MODEL FIR12100H 1000VA HARD WIRED
SAME FOR THESE TEAL -MODEL OH191199TS-1000VA MODELS ONLY
MODELS CURRENTLY TEAL -MODEL DQ241100T6-2000VA
IN FIELD USE.
r-- 1 /r MINIMUM SILICON RUBBER ISOLATOR/VIBRATION
DAMPENER
PAD BE USED
TERMINALS
-TMUST
I
MUST BE
ACCESIBLE
1
r— WIRE MESH
TO ENCLOSE HEAT
ELEMENT TO
AVOID PERSONNEL
I TO COME IN
CONTACT WITH
1 THE UNIT
APPLICABLE
TO AREAS
SUBJECT TO
EMPLOYEE
I CONTACT
I---1' MIN. DISTANCE FROM
1 ELEMENT
I
-
I
�-' 5/16• BOLT
(TYP.)
VOLTAGE REGULATOR MTG. DETAIL
N.T.S.
SEE BLDG. FLOOR PLAN
CLAMPS, T & B
CAT. 3849
,r
CLAMP T & 8
CAT. # 3902
1. USE STRANDED COPPER WIRE FOR ALL GROUNDING
CONDUCTORS.
2. ALL GROUNDING CONNECTGIONS TO BE ACCESSIBLE
FOR INSPECTION PER NEC 250-20,
-NO. 8 DR 10 AWG STRD. FLOOR OF 3. USE INSULATED THROAT GROUNDING BUSHINGS ON
COPPER TO VOLTAGE BLDG. ALL RACEWAYS ENTERING METERING COMPARTMENTS,
REGULATOR MAIN DISTRIBUTION PANEL AND ALL OTHER ENCLOSURES
GROUND ROD COPPER CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL
LEND olN. x O REST
LONG RESISTANCE TO BONDING JUMPER -- SIZED ACCORDING TO THE LATEST
GROUND MUST BE NEC 250-95 -- BETWEEN BUSHING LUG AND ENCLOSURE.
2511.OR LESS
DETAIL N.T.S.
GROUND ROD FOR VOLTAGE REGULATOR
Pia Frederic R. HIPIrres, Inc.
` r 6300 N.E. First Avenue
rLwtm Fort Lauderdale, FL 33334
NI-3
)KEECIIOBE'E RD & ENTRY BIND
A% LUCIE COUNTY, FL
ROJECT NO. 07-1884-60
ELECTRICAL STANDARD DWG.
LINE CONDITIONING TRANSFORMER
AND GROUNDING
SCALE: NTS DATE:4-12-90
DR. e (2. CH. le K APP. < N
E-16-000-000
0-
m
CO
m
to
0
0
0
0
0
0
CO
i
w
1-
w
w
WAY
MO EL
DL3/ 7—IL/19
0 PRODUCT
WO HOSES
IGH MOUNTED 6a
OVEMBER 17 1983
YNE
MO L
DL3/389- 19
TWO PRODU
FOUR HOSES
HIGH MOUNTED
OVEMBER 17 1983
18. CASH/CREDIT SWITCH MOUNT—#20 GA. STEEL—BLACK—BK 10—S
19. DIAL FACE—/20 GA. STEEL—WH-740—S OFF WHITE
20. PRODUCT NAME PANEL-2-31/32" X 24-31/32"—TRANSLUCENT
° ACRYLIC PLASTIC °
n n 21. JUNCTION BOX -EXPLOSION PROOF
Iutli'{�I IuliilNl 22. PRODUCT INLET(S)
oY CACCTV vAi \ICrQ'% fMATC. VAI %JV 01 1lr]Q W ICT AC CAC11 Y ArY r-cmim Fl
YN E
MODEL
DL3/387—IL
ONE PRODUCT
TWO HOSES
LOW MOUNTED 64
OCTOBER 11 1985
_ WAYNE
MODEL
/389—IL/19
TW PRODUCT
FOU OSES
LOW MO TED
OCTOBER 11 N8.5
eCASH/CREDIT
JUNCTION JUNCTION 25. CASH/CREDIT PRICE WINDOWS (.375--.5' HEIGHT) Box BOx
e0x _ Box 26. TRANSACTIONS WINDOWS (-SALE" & "GALLONS-=7-, "PRICE" =5" HEIGHT) 9 g
��,'� •,r_ i �- 9 9 1 t INI.E �- k 1 INLET(S �-
2 INLET 4 i 2 INLET(S - 27. NOZZLE BOOT -ADJUSTABLE FFF
2 -1 4 2
4 OR 1 4 WITH
INTERNAL FILTER 34 OR 3 4 1 4 1 a
LOCATION OF INTERNAL TO WITH INTERNAL FILTER
PRODUCT 'X — SEE NOTE �1 `PRODUCT "Y' PRODUCT 'X" SEE NOTE /(1 LOCATION OF INTERNAL REMOTE PRODUCT "Y"
TO REMOTE PUMPS VAPOR RETURN LINE ON REMOTE j` TO REMOTE PUMPS VAPOR RETURN LINE ON
VAPOR RECOVERY DISPENSERS PUMPS PRODUCT "X" SEE NOTE #1 VAPOR RECOVERY DISPENSERS PUMPS PRODUCT "X" SEE NOTE #1
1 1 i OR 2" HEADER INSTALLATION INSTRUCTIONS
1 2 OR 2" HEADER 2
DL3/389-IL/19 & DL3/387-IL/19
48 48
- 24
45 45 EMERGENCY VALVES:
48
22 2 1 INLET (3) 22 z +� 1 2 INLET (4)
v 1 i 2 21 I 1. CLOSES AUTOMATICALLY IN CASE OF FIRE.
�.-162 26 , 27 t
i DIA. HOLES 4 15 DIA. HOLES FOR ANCHOR B S (4)
�13 4 +"F- 13 4 — ►� I r- g-10 2 10 2 -�}�- 9 - ►� ( 16 () ( g —�-10 10 2 9 ►1 t6 2. IF DISPENSER IS DAMAGED SUFFICIENTLY TO BREAK PIPING
VALVE DESIGN CAUSES BREAK AT OUTLET, CLOSING VALVE
�8 2 12 2 —� ' 1 INLET (3) 4 k THIS VAPOR LINE 17 7 7 7 THIS VAPOR LINE AND STOPPING PRODUCT FLOW. "
2 OMITTED ON SINGLE OMITTED ON 490/RQV
SIDED DISPENSERS DISPENSERS 3. CAN BE MANUALLY CONTROLLED FOR SERVICE, ETC.
- - - — - - — - — - - — - - -
- 31 5 4 TOP OF ISLAND
3LEF - ,--(;i--�---�-----' � ------r--t- 3 4 -I I--1-�----�---- , _ _ � I � 7 1 _) � � � � _ � __ T_ ' _ � _� ,7 F32
I ' T I 1 J—
( ) �� rG— 17 r - r - _J_r_ ft 17 7 2 r-- r-- —r
13-- �- --`--- I 7$ 13 �F( —r--�---- 1 I 3 13 3 �- —I- I I ' NOTES.
4 (REF) 3T 8 I 4 4 3T 4 3 q 4 q
FAT - - - - SECTION THRU BASE 1• USE UNIVERSAL JOINTS AT DISPENSERS TO ALLOW FOR GROUND MOVEMENT,
ffiffs
`£ 2 (REF) I I I 4� 3 �� I I I 1 10 13 I 2. PIPING SHOULD RUN LEVEL,AVOIDING AIR OR LIQUID TRAPS
�a 1 CONDUIT (SPEAKER OPTION) 1� 1 3, ALL PIPING MUST CONFORM TO ALL LOCAL REGULATIONS.
2 3 5i I �3 1" CONDUIT (3) OUTLET 1 2 N.P.T. (WTH OPTIONAL 6 1" CONDUIT (3) 1" DUIT (6) VALANCE (OPTIONAL)
�{ BASE DIMENSIO ( E NOTE jj4) 4. CONDUIT TAPS SHOWN ARE SUPPLIED ANY ONE OR ALL MAY BE USED TO MAKE
3 1 4 (SEE NOTE (j4) 47271-VAPOR RECOVERY MANIFOLD ONLY) BASE DIMENSIONS (SEE NOTE p4) 1 SLOTS (8)
x 1-SLOT (4) 2 ELECTRICAL CONNECTIONS TO DISPENSER.
4 2 BASE DIMENSIONS
VALANCE (OPTIONAL) 3 1 5, NOTE INLET PIPING HEIGHT VARIATIONS FOR DIFFERENT MODELS. �
- x 1-SLOTS (8) fy
4 2 6. MINIMUM RECOMMENDED PIT SIZE IS 11" X 230
.
�u
(PROVIDED FOR ANCHOR BOLTS)
7, ALL DIMENSIONS ARE IN INCHES.
w 8 FILTER(S) TO BE INCLUDED (PER SPEC NO. MO-1000X2).
A MINIMUM OF 10 INCHES
A MINIMUM OF 10 INCHES 9. DIMENSION FOR SINGLE SIDED DISPENSERS ARE IDENTICAL TO TWO-SIDED,
CLEARANCE IS RECOMMENDED CLEARANCE IS RECOMMENDED
BETWEEN THE TOP OF DISPENSER BETWEEN THE TOP OF DISPENSER WITH THE JUNCTION BOX BEING ON THE NOZZLE SIDE.
AND ANY OTHER STRUCTURE SE 1 AND ANY OTHER STRUCTURE TO
ALLOW REMOVAL OF THE VALANCE A MINIMUM OF 3� / ALLOW REMOVAL OF THE VALANCE NOTE:
AND TOP COVER FOR SERVICE. CLEARANCE IS AND TOP COVER FOR SERVICE.
REQUIRED BETWEEN 7-1-89 CHECK OPERATING LEVER. FUNCTION AND CASH/ CREDIT BUTTON
OUTSIDE DISPENSER '`
SURFACE COLUMNS a CONFIGURATION ON WAYNE 390/490 DISPENSERS TO AVOID
AND ANY STRUCTURE DIFFERENT MARKETING CONDITION$. CONSULT CHEVRON REPRESENTATIVE IF
TO ALLOW REMOAL MIXED CONFIGURATION AT SITE.
OF SERVICE PANELS.
A MINIMUM OF 3 WAYNE WAYNE r WAYNE
CLEARANCE IS �� NOTE:
'
REQUIRED BETWEEN o MODEL 95 MODEL d a MODEL 95 p
OUTSIDE DISPENSER REFER TO "SITE SPECIFIC" PRINT OF PRODUCT PIPING AND
SURFACE COLUMNS 390-IL/19 390-IL/G A MINIMUM of 31 490-IL/19 � q� ELECTRICAL TO ASCERTAIN THE TYPE OF DISPENSER BEING
AND ANY STRUCTURE �
TO ALLOW REMOAL FEB. 2, 1987 JULY 29, 1988 CLEARANCE IS JULY 20, 1988
Nz-
OF SERVICE PANELS. REQUIRED BETWEEN a oy'���� INSTALLED AT PROJECT SITE.
z r x OUTSIDE DISPENSER UZ
r x a- z r x N
SURFACE COLUMNS
JUNCTION BOX AND ANY STRUCTURE
SPEAKER JUNCTION BOX TO ALLOW REMOAL JUNCTION BOX JUNCTION BOXES (2) ELECTRICAL STANDARD DWG.
(OPTIONAL) OF SERVICE PANELS. Chevron DISPENSER CONFIGURATION
1" N.P.T. VAPOR LINE(S) VAPOR RECOVERY 3 r r-- 3 1" N. T. VAPOR LINES) GENERIC INSTALLATION
(--- 10- 10- ( � Chevron U.S.A. Inc.
3 - (390/Q REQUIRES 2) MANIFOLD 8 8 5 (490/QV REQUIRES 2) ,
5 ` J 1 3 (490/RQV REQUIRES 1) Marketing Operations
5g,•,. (OPTIONAI)11-- - _ _
t 3 (390/QR REQUIRES 1) L `tea; _----------- --- 3 4
----------------
4 3 i 4
INSTALLATION INSTRUCTIONS �� I I REVISIONS
DL1,2,3/390-IL/G (SERIES) 9-27-89 ADDED CLARIFICATION SCALE: NTS DATE: �}_12-g0
EMERGENCY VALVES (3) EMERGENCY VALVES (3} EMERGENCY VALVES (4)
1 CENTER RISERS r NOTE DATED 7-1-89.
i- HEADERS ,A OR. GR CH. Krl APP. RN
2 1- HEADERS PRODUCT "A —A' INSTALLATION INSTRUCTIONS
1 1 TO PRODUCT "Z' SEE NOTE #1 1 1 TO PRODUCT "Z" 2 1 � TO PRODUCT "Z" p���p 2,DD3/490-lL/19 SERIES
- SEE NOTE /1 REMOTE SEE NOTE #1 IM=S
REMOTE PRODUCT "Y' INSTALLATION INSTRUCTIONS REMOTE PRODUCT "Y" PUMPS PRODUCT 'Y" OI{EECItOBEE RD &ENTRY I3LVD
PUMPS DU,2,3/390-IL/19 (SERIES) PUMPS PRODUCT PRODUCT "X' Frederic R. Harrl�, Inc. ST. LTICIE,COUNTY FL " E-17-000-000 ,
' PRODUCT 'X' 6300 N.E. First Avenue , tT ,
k
OFFSET RISERS Fort Lauderdale FL 33334 PROJECT NO. 07-1884-60 1z
....,k, f M .. ...,:, -1 ,. .. , ... {� Via' s . ...
.,,. [. w . . nPh , . .. _, aai "r ' ,. ':.,� ,i• ... x , , c,v ,F,.
I
to
v
8
TO FUSED DISCONNECT
IF 30 SYSTEM
OR
TO WASH BAY TERMINAL
BOX IF 10 W ROTO
PHASE GENE ATOR
ELECTRICAL CONTRACTOR
IS TO MAKE THESE
CONNECTIONS
gt
TO PANEL P4-25T
s e;gMp'#rt°e ,.41 ,s� wf"ix #yl may; %'°2 vS? F a
P '?a
*0 CONDUI
����
W/4#12 rxr
li
CONT. TO PROVIDE
j AND INSTALL 15 AMP FUSED
DISCONNECT FOR EV-11
NOT REQUIRED WHEN ROTO-PHASE
4 ENERATOR IS USED) t,5
95
44 "0 CONDUIT W/4#12 "
ELEC. CONT. TO COORDINATE
EV-II CONDUITS W/ RYKO
44"0 CONDUIT W/6#14+ 4##12 IF
I ROTO PHASE GENERATOR IS USED
GND _ — -
#
s ,
a
g,
FACTORY WIRING
{DO NOT DISCw
TURB
15 {.
EV—II CONTROL BOX
INSIDE PUMPING ASSEMBLY.
(PUMPING ASSEMBLY MOUNTED BY RYKO)
WO CONDUIT
W/4#14
0 26 0 J-BOXY 28 2"X 4
AND COVER
OG
BAY 26
SWITCH
3/i "0 CONDUIT
W/3#14+ 1#14 GRND
J—BOX 6"X 6"X 6" BY ELECTRICAL
EMERGENCY KILL CONTRACTOR
RELAY BOX W/RELAY
BY (NOT REQUIRED
RYKO WITH CODE -A-
WASH II OPTION)
SWITCH 27A 27 25
gr "k Ika W �
kl �X
lY
{FACTORY WIRING
DO NOT DISTURB
11m1.J
ooca0000aaoa00000aooaoo
oaa0000000000000000000
3/4 "0 CONDUIT
W /14#14
I
CCW
14
4A "0 CONDUIT
W/7 #14
RYKO TO
PROVIDE
CONTROL
CABLE
a # i
4'4"0 CONDUIT
W/2#14+ 1#14 GRND
KILL SWITCH — OFF 00N J—BOX—
.`. IN WASH BAY PROVIDED ELECTRICAL Y
s (BY RYKO) CONTRACTOR
h:. ORG 3
/z" CONDUIT
W/3#14
3/4"C,5#14
3/4"0 CONDUIT
W/4#14
GRN
15
BLK
20
BLK/WHT-21
ELECTRICAL CONTRACTOR
BLU
22
TO PROVIDE & INSTALL
21
ONLY ONE OF THESE
GRN/BLK-23
OR
CONDUITS AS DESCRIBED
001
23
IN RYKOSCHEMA? EQUIPMENT
WHT
25
300
7-303
WHT
16,
CABLE
50
RED
- 26
BY RYKO
BLK
TO
gOLLOVER
0 G
RED/BLK —
_ 27
EP,300
AIR
AIR
BLU/BLK ---
28
1/2C•2#14
305
SOUi,N01D
SWITCH
BY
-AYKO
ORG/BLK---'-36
T�i[rT�ll�
V MAIN POWER
SUPPLY P4—
� i "ate •' i ! vi
Lt L2 L3 N
ELECTRICAL CONTRACTOR TO ,r
MAKE THESE CONNECTIONS
—WASH BAY,
TERMINAL BOX rt
BY RYKO sLL .Iro,
CE
(
NOTES:
m
CO
1. RYKO T0:
VI L ELECTRICAL EQUIPMENT, EXCEPT PROVIDE C Q
;n
WHERE NOTED.
MAKE ALL ELECTRICAL CONNECTIONS, EXCEPT
WHERE NOTED.
O
2. ELECTRICAL CONTRACTOR TO:
PROVIDE AND INSTALL ALL FUSED DISCONNECTS,
RACEWAYS AND CONDUCTORS, EXCEPT WHERE
00
NOTED. ALL CONDUCTORS TO BE CLEARLY
,
IDENTIFIED BY COLOR AND/OR NUMBER.
t,J
MOUNT ALL ELECTRICAL EQUIPMENT, EXCEPT
F-
WHERE NOTED.
W
3. ALL RYKO PERIPHERAL EQUIPMENT SHOWN FOR
CLARITY, SEE SITE SPECIFIC RYKO EQUIPMENT
SCHEMATIC TO DETERMINE REQUIRED EQUIPMENT.
REFER TO RYKO DRAWINGS FOR DETAILS OF
INSTALLATION AND CONNECTIONS.
I{fro uFaF M �Iy v*w `� ...,,ix k '{ I A r&'$ ° 8ta4
I Y!"# , ti4 a •,{ is n ' m^VF > rty."' „ i s kr ,.
•�',. E '` ROTO PHASE GEN11
ERATOR
;;$ '(?'p�h�' r d <�� '*'�" ::n �k;�x,.'�*�,�,'}"r°"N�. :' �.� "•' -,�p' FOR 1-PHASE POWER
.{ X1 k �Fry ,x
_ ,SON-, •a"+a 'id
,�lrhr�c�#,
�r�
y f tly 1 % 3 hn �.Z� iL• i tYife Y Y f y'U"• Yl 3 l l Y `Y ht
RAINMAKER RINSE
RO WATER TREATMENT
,'y, r ^..c nr s r £M ��• m� �'� #'v�'s��%.���� F°kr s �,ftr§#x � ° ° �- Rp ^��+""�t` r� s
ENVIRONMENTALIST II
h a31 ,x bywi
c t t rs;�h " `%rta ^.m ws xs„i"; '; M12 '� �, .�.*. +;i e;x'x•", ��
r'^ .� � ... .�. .' ^ �...� k-• WATER RECLAI
CABLE BY RYKO
TO WASH UNIT CODE -A -WASH II
94 191
J-BOX
4"X 4"
98
r—SIGN
AND
COVER
95 192
G G
97-ATE
090
097
06
190
0
WAX LIGHT
191
0
—RYKO
TO
t92
0
MOUNT SIGN
G0
S"OP—GO
L'GHT
REMOTE CONTROL PANEL
TO P4-20 BASIC - MONEY MASTER/
CARWASH CODE—A—wasH AUTOMATIC
EQUIPMENT — OR — ATTENDANT
34" CONDUIT - R7B
COIN -TOKEN BOX/
CODE- A- WASH
CODE —A —WASH it ONLY FUSED
MULTICONDUCTOR CABLE, DISCONNECT - -.OR -
6 PR.,22 GA., -
WITH 22 GA. DRAIN WIRE AIR SWITCH
AND OVERALL FOIL SHIELD
BELDEN #9306 OR EQUAL
OR
N4" CONDUIT W/2 14 FOR
CAR WASH EMERGENCY STOP ONLY.
O � FROST PROTECTION KIT
G L1 L2 G L7 L2 3
1121122321219 ' l
3/4 0 CONDUIT WHT/BLK--50 01 i\CABLE BY RYKO
90 HEAT C ;BLE W/14#14 !
C,3#14 306 BVBO> Rf:D/WHT--SPARE
G BYY RYK )
GR'd/WHT -fiPAR_ E
25 WATER s t�'a
/z"C,2#14 75 SOLENC 0 a r
"- -
BY RYI) Wx SH 3JNIT 0000,
AUTOMAT'C
ATTENDANT
r ,hk , a ❑❑❑❑ 'F �•� � � ..�' 'Ma-,J�7',. �F ,L6 w„NeTu'C� {Smii�a"d43. kc '
..� ❑❑❑❑
eY ''ie s,�y yet t F1,t� rc
'���'�' Y.. a1 t�';i'� 4`d �u. ''P2 "RECEPTACLE CODE —A —WASH II
IN CASHIER AREA CAR WASH CONTROL
SEE DWG$. CONSOLE IN
:s ,k'y x Y .,,✓ ,1 . y 'a ,x IM3
Via+•. h ' °"`' 81— I --zos CASHIER AREA
Q„
81-a1Q-220
r
p
,u MM81 h^0-472
�. "' t � Bt-MQ-473 ,,
<0 EQUIPMENT NTERCONNECTION DIAGRAM&' ''' r Yr
f0 SCALE �,. dw,',r ,}. T,
a S.4
t-
oo
0
M
03
N
t�
U)
it
0
O
W
N
O
N
0
0
w
10 30
REMOTE DETERGENT +
wax ADDrnoN
RAINMAKER
RINSE
Cw
KEY
19
"
OPTIONAL
"YES" IN THIS BOX MEANS
J
:I'V4"
CONDUIT
FEATURE
OPTIONAL FEATURE IS IN
CD2#18
:THE SCOPE OF THE WORK.
"NO" IN THIS BOX MEANS
n-
OPTIONAL FEATURE IS NOT IN
Q
THE SCOPE OF THE WORK.
N
RYKO EQUIPMENT SCHEMATIC
NOT TOSCALE
Q
16
CAR WASH
ELECTRICAL STANDARD DRAWING.
EMERGENCY STOP
(NOT USED WHEN
CODE -A -WASH II
Chevron
ARWASH
IS PROVIDED)
SEE DWG &1-HQ-4so
e Chevron U.S.A.AInc.
RYKO EQUIPMENT SCHEMATIC &
mr{',=
Marketing Operations
INTERCONNECTION DIAGRAM.
CASHIER CONTROL
REVISIONS
CONSOLE e
' s, "
c
n Frederic Iu. Harris, Inc.
GENERAL- REVISIONS FOR 1987
1 RYKO CAR WASH EQUIPMENT.
SCALE: NONE DATE: 4-12-10
x4• .�
C'p .5
y
6300 N.E. First A
O
V'
,.
rya _*
ap„
..
F3
twauas Fort Lauderdale,, FL L 3333.4
01/15/88
DR. TWL CH. Rk APP. R>l
N
IM-3
__
o_
OKEECHOBEE RD & ENTRY BLVD
� _��_d(�o_O�
w; Sir. LUC►E COUNTY, FL
_
PROJECT NO. 07-1884-60
__.
co
` A.6
"P4" PANELBOARD
ELECTRICAL SITE PLAN
SCALE: 1/4"mt'—O"
VIA"11
�Iti�nl:ZCT�]�:l�llr
14" 0 COND. W/
4) #14.
•"'�.x •'- MANUFACTURER: GE BREAKERS: PLUG —ON TYPE THQL, 10,000A RMS
PANEL N0. IN , "}, ILL LISTED INTERRUPTING RATING MINIMUM
175 AMP MAIN CIRCUIT BREAKER r~p SUPPLIER: POINT 8 POWER
G NO. TM30415C
30 7/16"H X 14"W X 3 3/4"D Nn, TYPE: TM CIRCUIT BREAKER NDOORLOAD ECOVER WITH NTER & EDOOR: CATALOG G N0. INCLUDED
120 240 VAC-3-60 HZ A ) - LOAD CENTER — 30 SPACE
/ � ( EQUIP. GROUND BAR KIT: CATALOG N0. (2) TGL2
DESIGNATION
CKT. SRKR.
WIRE
PillAWB
SERVES
VOLT
— AMPS
SERVES
WIRE
CKT.BRKR.
OESIGNATION
CKT.
NO
PANEL
PACE
AMP
POL
LOAD
A
B
C
LOAD
OL
AMP
PANEL
SPACE
CKT.
NO.
1
1
30
3
#10
CAR WASH EQUIPMENT
RYKO R7B
2640
4672
2032
5 HP AIR COMPRESSOR
#10
3
25
2
2
3
2640
4672
2032
4
5
2640
4672
2032
6
7
7
20
1
#12
BLDG SOFFIT LIGHTS O
950
1630
680
RESTROOM LT.FIXTS.& FANS
#12
1
20
8
8
9
91201
1
1 #12
TUNNEL HID LIGHTS
780
1860
1080
BUILDING RECEPTACLES 2O
#12
1
2010
10
11
11
20
1
#12
WATER HEATER
1650
2730
><
1080
UTILITY & STORAGE LT. FIXT.
#12
1
2012
12
13
13
20
1
#12
IC(- STORAGE BOX RECEPT. O2
1800
33001500
UTILITY ROOM HEATER (OPT) 33
#12
1
2014
14
15
15
20
1
#12
MEN'S ROOM HEATER (OPTIONAL) O
1500
3000
1500
STORAGE ROOM HEATER (OPT) 0
#12
1
2016
16
17
17
20
1
#12
WOMEN'S ROOM HEATER(OPT) 0
1500
3800
2300
HAND DRYER MEN'S
#10
1
2518
18
19
19
20
1
SPARE
1920
1920
SPACE
20
21
21
25
1
#10
HAND DRYER WOMEN'S
2300
2300
SPACE
22
23
23
15
3
#12
CAR WASH WATER RECLAIM
RYKO EV—II (OPTIONAL)
1020
3145
2125
CAR WASH SOFT WATER RINSE
RYKO RAINMAKER (OPTIONAL)
#10
3
25
24
26
25
1020
3145
2125
26
27
1020
3145
2125
28
29
SPACE
SPACE
30
TOTAL CONNECTED LOAD
17097
7817
907
CALCULATED LOAD
BUS A 17097 x u,. d
rW{ l,zy?. c _ u.. t,,:tr` MAX LINE AMPS 175
BUS B 10"�T
BUS C 19077�� a T� , h �r �• (HIGH )
TOTAL 43991 . • >...; ,,.
* AS PER CHAPTER 2 OF THE NEC.
PANEL SCHEDULE NOTES:
OPROVIDE HANDLE PADLOCK ATTACHMENT,
GE# THP100
2. USE GROUND —FAULT —INTERRUPTING
BREAKER, GE# THQL1120GF
O3 WHEN 3000W HEATER IS REQUIRED, USE
A 2—POLE, 20 AMP BREAKER.
BREAKER PANEL MUST BE GROUNDED WITH
4� SEPARATE GROUND ELECTRODE PER or
14 LATEST REVISION OF NEC 250-24—A.
' .__
} y 4Y }J
LIGHT FIXTURE SCHEDULE
bhi�31Y
SYM
OTY
DESCRIPTION
MANUFACTURER
CATALOG NO.
LAMPS
REMARKS
`CW�
WALL MOUNTED
G—WM 330
ONE 100W
SUITABLE FOR WET LOCATIONS, CAST ALUM.HOUSING, RUBBER
�,V
6
METAL HALIDE
APPLETON
L—MT
GASKETING SEALS BAKED ON ENAMEL BRONZE FINISH.
6
RECESSED MOUNTED
WHITEWAY
SMER—I—HDONE
800 MA 8'
WITH COLD WEATHER BALLAST.
FLUORESCENTFLUORESCENT
—8'
2
RECESS MOUNTED
UTHONIA
2SPG 2U40
FWWO 40 W. U
ENERGY SAVING BALLAST
3
SURFACE MOUNTED
UTHONIA
EA 140
1-430 MA-4
ALUMINUM HOUSING, ENERGY SAVING BALLAST
4
AWR 120ES
FLUORESCENT
C
CONTROL SIGN
JUNCTION BOX
PANEL
"P4"
CW
6
CUSTOMER —
CONTROL SIGN
(BY OTHERS)
REFER TO ELECTRICAL
RISER DIAGRAM SHT.
51
15A. FUSED
DISC. BY GEN.1.
CONTRACTOR.
CW
WIREWAY
CARWASH
RECLAIMER
(OPTIONAL)
(BY OTHERS)
GW
15
w-1
13
CW
19
BAY SWITCH
© 3/4" C. FOR CODE -A -WASH II TO
CASHIER AREA; MULTICONDUCTOR CABLE
6 PR., 22 GA., WITH 22 GA. DRAIN WIRE
AND OVERALL FOIL SHIELD, BELDEN #9306
OR APPROVED EQUAL
0R
6A 3/4 C. W/ 2 #14 FOR CAR WASH
EMERGENCY STOP ONLY.
L— 13
3/4" C. W/ 4 #12 TO LIGHTING
CONTROL CONTACTOR.
TERMINAL BOX
(BY OTHERS)
INSTALLED BY
GEN. CONTR.
CW
14
RELAY PROVIDED &-
INSTALLED BY
GEN. CONTRACTOR.
CW
20
KILL SWITCH
1 /2" C. W/
3 #14 THWN TO PIT
STUB UP FOR COIN —
BOX. 6" ABOVE PAVING
ELECTRICAL EQUIPMENT INTERCONNECTION DIAGRAM
NOTE: REFER TO RYKO EQUIPMENT SCHEMATIC DWG FOR
CONDUIT & WIRING SIZES
GENERAL NOTES
JUNCTION BOX
(PROVIDED BY
GEN. CONTRACTOR).
AIR SWITCH
COIN BOX
INTERCOM
CONDUIT
1 ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH N.E.C. AND
ALL APPLICABLE CODES.
2 "P4" PANELBOARD, WIREWAY, CONDUIT, JUNCTION BOXES & WIRING
a°,SHALL BE FURNISHED & INSTALLED BY GENERAL CONTRACTOR
UNLESS NOTED OTHERWISE. ALL ELECTRICAL EQUIPMENT IN WASHBAY
- SHALL BE WATERPROOF.
3. CAR WASH EQUIPMENT TERMINAL BOX, MOUNTED 10'-0" A.F.F.,
FURNISHED BY CAR WASH MANUFACTURER & INSTALLED BY GENERAL
CONTRACTOR. GENERAL CONTRACTOR TO MAKE ALL CONNECTIONS
WITHIN BOX PER CAR WASH MANUFACTURER'S DRAWINGS. 115 VOLTS
MUST BE AVAILABLE IN TERMINAL BOX; IF SUPPLIED SEPARATELY
ALLOW 15 AMPS CAPACITY.
4. CAR WASH RECLAIMER (OPTIONAL) FURNISHED BY CAR WASH
MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL
REQUIREMENTS: 30, 230 VAC, 15 AMPS.
5. SEE ELECTRICAL SCHEDULE, PLAN, AND EXTERIOR PIPING & ELECTRICAL
PLAN FOR ONE LINE DIAGRAM FOR CAR WASH CONDUITS, CIRCUIT
NUMBERS, DISCONNECT, ETC.-
6. ALL CONDUIT INSIDE CAR WASH TO BE PVC UNLESS OTHERWISE
REQUIRED BY LOCAL CODES.
ELECTRICAL EQUIPMENT SCHEDULE
SYM
OTY
DESCRIPTION
MANUFACTURER
CATALOG NO.
MANUFACTURER
CATALOG NO.
REMARKS
6
1
SUB —PANEL P4
SEE PANEL P4 SCHEDULE
3
FUSED DISCONNECT
SQUARE—D
30 AMP 3P+S N NEMA 3R ENCL PROV & INST FUSES PER
R. RECOMM. BOLT ON HUB FOR N
30
c
1
AIR COMPRESSOR
SAYLOR—
SOC-7512
VERTICAL TANK MOUNTED, 120 GAL SSLUB
W MOTOR & STARTER
EALL'S
V-3
TWO —STAGE 175 PSI 5 HP MTR 208-230 VAC 30 60HZ
C
s
CW
2
BATHROOM
BROAN
505
VERTICAL DISCHARGE, 60 CFM 4.0 SONES
"0
1 AMP.
C
2
WALL HEATER
DAYTON
FAN FORCED, CHROME FINISH, 1.5KW, 120 VAC. 10 60HZ, 1.65KW
11
SURF. MTD.HOUSING
INSTALLED & WIRED BY GENERAL CONTRACTOR OPTIONAL
C
1
WATER HEATER
DAYTON
MIDGET, ENERGY EFFICIENT, 6 GAL., 120 VAC.
1
0 6OHZ, 1.65 KW
C
2
TOUCH BUTTON
BOBRICK
B-709 115V
115V, 20 AMP, 50/60 Hz, 2.3 KW, COLOR: WHITE
3
HAND DRYER
C
1
WASH BAY TERMINAL
RYKO
INSTALLED AND WIRED BY G.C.
14
BOX
C5
1
EV—II RECLAIM PANEL
RYKO
INSTALLED AND WIRED BY G.C. (OPTIONAL)
C
(!I
C
18
It—W\1
RAINMAKER RINSE
RYKO
INSTALLED AND WIRED BY G.C. (OPTIONAL)
S(STEM
C
1
FROST PROTECTION TERM.
BOX. W/THERMOSTAT
RYKO
I
INSTALLED AND WIRED BY G.C. OPTIONAL
( ) I
B
I c. f. I % . V..6.....,. IN .
6300 N.E. First Avenue
Fort Lauderdale, FL 33334
In
c�
m
00
m
N
0
0
0
0
m
W
I-
W
W
x
CO
00
O
N
0
CD
7
M
0
O
W
.q.
0
0
N
O
O
W
7. CAR WASH TUNNEL AND EXTERIOR FASCIA LIGHTS SHALL BE
CONNECTED TO LIGHTING CONTACTOR LOCATED IN ELECTRIC CLOSET AT
C-STORE.
8. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE
J
INSTALLATION OF THE AUTOMATIC' ATTENDANT OR THE AIR SWITCH.
9. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE
o
INSTALLATION OF THE FOLLOWING OPTIONAL EQUIPMENT (SEE EQUIPMENT
OO-
SCHEDULE BELOW):
CW CW � & CW
11 15 19 2
w
10. PROVIDE FOR OPTIONAL SPACE HEATERS IN MID -ATLANTIC AREAS. IF
ELECTRIC SPACE HEATERS ARE USED, SEPARATE FUSED DISCONNECT
SWITCHES OF PROPER SIZE SHALL BE INSTALLED.
o
ELECTRICAL STANDARD DRAWING.
Chevron
CAR WASH
Chevron J.S.A. Inc,
ELECTRICAL DETAILS AND
Marketing Operations
PANEL SCHEDULES
REVISIONS
120 240 V, 3
A\ SERVICE
,
4OREMSED DRAWING TO SHOW "RYKO"
CAR WASH EQUIPMENT W/ AVAILABLE
_
SCALE: AS SHOWN DATE: 05 08/89
OPTIONS. 1/15/88
DR. G.P. CH. APP.
COMPLETELY REVISED FOR
2 1987 BID PACKAGE
11 12 86
ADDED AUTOMATIC HAND DRYERS
OKEECHOBEE RD & ENTRY BLVD
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-00
E-19-000-012
I I
I f
A b 0 B
r - - I THE IH-DLC CABLE, THE I * 10' INDIVIDUAL "A" AND I
I I 'B" OCIA CABLES IN I I OCIA A-B SWITCH A-B SWITCH, AND OCIA
L _ _ J NON SYSTEM I I CABLES SHOWN AS SOLID
SPST TO 'A" AND "B" CONTROL I I LINES TO AND FROM THE
tk
t INPUT TERMINAL BLOCK
"r"
INPUT
GROUND STUD,
11 AMP INPUT CIRCUIT BREAKER
a
SHIELDED ISOLATION TRANSFORMER
a
INPUT
OUTPUT
HOT
NEUTRAL
OUTPUT TERMINAL
HOT
N
O O
n
I
BLOCK
ill
H
O O
I
THE USE OF CONDUIT FOR
Ito
O O
ttOV
I
FILTER
_
GROUNDING METHOD IS
\
UNACCEPTACLE. INCOMING
120
O O
120V
I
HOT
WIRES MUST BE RATED
1300
O
130V
I NEUTRAL
O O
H
_ _ _
_ NEUTRAL
I
WIRES MUST BE RATED
I
O O
N
GROUND
-- _ _ _ _,
_ _ _ _ O
GROUND
O O
G
_ _
J
OUTPUT NEUTRAL
GROUND
GND.
__L_ ENCLOSURE
FACTORY GROUNDED
I
= GROUND
-
DO NOT REMOVE
I
- - - - - - - - - -
JUMPER
L------------------------
FIELD SUPPLIED
FACTORY SET JUMPER UNIT
I
WIRES
IS SET FOR 120 VOLTS AS
SHOWN. MOVE THIS WIRE
GREEN - 10/AWG
FOR ALTERNATE VOLTAGE
I
SELECTION.
L
EARTH GROUND
STAKE. SEED TAIL
ON DWG 16.
(3) #12 AWG THHN
01011"WI'J�FIrc 1 41Fx1 JY�
off. u
, It
b r m
kP
N
yY
YUtl'I¢1.X Y1 �^F k 1 w` Y
it
u ~
s
IWrIN I Atti,pi[
I
41
It.NI;u1
s I v
r
� I
N
s
II r
rlr 1
y
kt ll,I�
1,I AI 1 I
I Iilk I M, ,I r! I
k I I WI
tit i
�.
litIt
r
b g
GENERAL NOTE
RETAIL INSTALLATION PRINT TO BE
PROVIDED WHEN SPECIFIC EPOS UNIT
IS ASCERTAINED.
TO PAD AND
' "REACT" HOST JR T a
A� '« ONE/4 WIRE - LEASED TELCO LINE
TEL. CO. LINE INTERFACE e !u ! " F,• ,`
HOT I I (� �f
I 6 kA ^y Cs'
NEUTRAL I I I I I I HOT )�IF i
Rv;�, %,,r', v
GROUND I I I CASHIER CONTROL AREA 2400 bps MODEM I I I NEUTRAL
I
15 i GROUND I N T L� L T O N N T AND E Fyd— R E C
TWO 1AC6262 ORGANGE 2" SLIP �� SLIP STEP DOWN
HUB LL" ISOLATED PTR BLACK BOX 1 PTR w h
STRAIGHT BLADE MSR LINE SHARING MSR (TYPICAL)
TRANSFORMERS E T r 4 y (' fi
OUTLETS - 15A. MODEM SHARING DEVICE
I I I A B MODEM IS ON I I (1-1) TWO flIG6262 ORANGE
8
SOME UNITS - - HUB ELL ISOLATED
CIRCUITS IN PARALLEL A/C POWERED STRAIGHT BLADE
PER DETAIL DWG. E12 I I NMI NMI I I i I OUTLETS - 15A. 1.) SEE NCR F.E. INSTALLATION GUIDE DATED 12-27-88.
EPOS BISYNC 16' * BISYNC 16' * EPOS
CIRCUITS IN PARALLEL CHEVRON 2157 MIDLINE REL. 4.
N PER DETAIL DWG. E-14.
PRIMARY SECONDARY 2J OBTAIN 'NCR CLUSTERED INSTALLATION KIT` WHICH
COUNTER TOP COUNTER TOP CONSISTS OF THE FOLLOWING HARDWARE:
JACK 16 JACK ONE - HOUSE DATACL
A IH-DLC CABLE B IN INK CABLE, 16' (IH-DLC)
I
DLC DLC ONE - OCIA EXTENSION CABLE A-B/SW TO CONTROLLER
INTERFACE, 90'. (CONSULT CHEVRON ENGINEER
10' NON -CLUSTERED I 10' OCIA CABLE TO REGARDING LONGER RUNS).
I "A` OCIA CABLE�I A/B SWITCH IN 10 NON -CLUSTERED I 3. CHECK NCR ZONE OFFICE FOR AVAILABILITY OF DLC CHIP
B" OCIA CABLE )
I CLUSTERED SYSTEM I 10' OCIA CABLE TO FOR 2157 PRIMARY PROCESSOR BOARD U53 SOCKET TO
I _ _ _ - - - - - - J A/B SWITCH IN ASCERTAIN IF ALREADY INSTALLED (NEWER VERSION 2157)
--------------- -------------------------
I - - J CLUSTERED SYSTEM OR IF IT MUST BE ORDERED BY NCR ZONE OFFICE.
i
1 r 4.) LINE CONDITIONER AMP LOADS (I.E. TEAL, SOLA) BASED
ON U.L. RATING OF SYSTEM UNITS. ACTUAL STATIC LOADS ,
MEASURED AT SOURCE MAY APPEAR DIFFERENT.
TWO -MODEL 2157 = (SSOVA EA.) - 1100 VA.
TWO - MODEL 4430 MSR - (90 VA EA.) - 180 VA.
ON - DISPENSER CONTROLLER - 120 VA.
ONE - MODEM ANALOG/DIGITAL - 60 VA.
I I CWITru Aor kInT 110M iu I — TEL CO. LINE CONDITIONER - 40 VA.
SOLID CABLES AND HARDWARE USED IN BOTH "CLUSTERED" AND
"NON -CLUSTERED" DUAL TERMINAL SYSTEMS EXCEPT AS NOTED
AT CONNECTIONS TO THE "A-B SWITCH' AND THE "DLC CABLE".
- - - - - - - DASHED. CABLES AND HARDWARE USED ONLY IN THE 'NON -CLUSTERED`
-DUAL TERMINAL SYSTEMS.
I M-3
OKEECHOBEE RD & ENTRY BLVD
ST. LUCIE COUNTY, FL
PROJECT NO. 07-1884-60T
0 � ��RE� I ofq -:( it
E-20-000-000
3 _
0