HomeMy WebLinkAboutSITE PLAN•
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enkk#dANCE WITH NVA.A1t�>Ai
f AALE—DEAN SEED ri e
SEED PR�'CESSJNG PLANT
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!?'A A t-11 TION TO THE REQUIREMENTS OF THIS
PERMIT THERE MAY BE ADDITIONAL RESTRICTIONS
AP^LICABLE TO THIS PROPERTY THAT
MAY BE FOUND IN THE PUSUC RECORDS OF
THIS COUNTY.
Rome
NOT TO BE OCCUPIED
BEFORE FINAL APPROVAL
BY BUILDING DEPARTMENT
SEE ATTACHED CONDITIONS
BID o 50990
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP I
/
REVIEWED BY
DATE -- [ p —/ C p
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BF DF
OwnAtti a» C'oA.P.
r 9
S
D
TgSA 2/O. p
O
�tiT qcR FLF = a
TO I li
Z Z
N NEW 6' CHAIN LINK FENCE o I o
N 01'10'57" W 242.34' N 00'25'28" W fio' (TYP,) 679.38'
00
GRAPHIC SCALE
( IN FEET )
\ \\ x re s'
\\ x
\ S \\ aoI W 1 inch = 50 ft.
Cn
�93' i o
N
� 37b m
GENERAL NOTES
I
\ \ \ \ (y C) U' _. PROJECT NAME: Haile -Dean Seed Company
\ \ O Z � x _. LOCATION: Selvitz Road 5 Glades Cut -Off
\\ _ 0 Road
\ \ \ \\\ w I N 3. OWNER: Pioneer Ag-Chem, Inc.
\ _ _ NEW 6' CHAIN CA
\ \ \ \\ NEW 6' C AIN I N 0] /- LINK FENCE N .. ENGINEER: Culpepper Oeox1449erpening, Inc.
\ \ \S LINK FENCE I Z Ilf//
L1J O Y Fort Pierce, FL 34954-1449
\ \ \ \ WOo O FL P.E. Reg. 24276
(� 60.00' FL P.E. Reg. 15823
\\\ 31-0 : OO � K Q _j x __ SURVEYOR: John G. Albritton
\ \ \ O Ci J 2100 Sunrise Boulevard, Suite D
\ \ 00, Ft. Pierce, FL 34950
w 0 VVV 6. TYPE OF PROJECT: Seed/Fertilizer Processing 6
Z lrlh" Warehousing
\ \ \ \ \ \ rrl ) I N 00.10 1 9" W 225.05' GROSS PROJECT SIZE: 13.10 Acres
\ \\ I LL1 I I tl. BUILDING SIZE: Proposed New 52,320 S.F.
\ \ \ (Roofed Area)
\ \ \\ \ \ \\ \ 95'</� I x ZONING AR -I
X -. EXISTING GMPP LAND USE: IH
7'45 4 2 O lyf O EXISTING ZONING: IH
\ \ \\ �R = 5929.0 0
\ \ L = 803.28' N o 0 I ZONING IH . r. SITE COVERAGE: Square Percentage
N I Acreage Footage of site
Exi st inc
91 75.00' \\ Building 0.50 21,890 3.8
i� \ Parking 0.37 15,983 2.8
76' - Li Miscl. 1.63 70, 790 12.4
\ \ \ \\ x 2 CLONES Z EXISTING CHAIN LINK FENCE 1 Total Impervious 2.50 108,663 19.0
\ - 5'-B' CYCLONE TO BE REMOVED AND (RELOCATED r Total Open Space 13.10 570,714 00.0
Total Site Area 13. 10 570, 714 100.0
Proposed
X - - - - x __ _ __ _ X - - - % - -_ - _ _. -_ __ - - _ _- __ __ - x - _- - - / Building 1.20 52,320 9.1
Parkin9
Miscl. 3.53 153,655 26.8 x / I 0.56 24, 540 4.3
OCES$
WILDING i
1 Total Impervious
5.,.
+ Total Open Space 7.84 341,729 59.8
� \ /EXISTING 6' CHAIN Total Site Area 13.10 570,714 100.0 \� UNK FENCE 12. PARKING: Newparkingfor warehouse and process
building = 1.4,100 SF
Requ\ \ f
\ \ \ \ I 11+ I Provided (2 spacese Area sf) 29 spaces
Provided (warehouse Area) 30 spaces
\ \I \ \\ \ 12' DIA. BIN SHELLROCK O x \ 00 Handicapped Spaces Required 1 apace
00 Handicapped Spaces PP P es Provided 1 space
13. DEVELOPMENT SCHEDULE:
\ \\ I 1\ LIT Construction to be in1
1 a,r m C
n _ \ 9 Upon Permit Receipt
I \ I O Construction to be completed: 180 days
N
_ EXISTING x^-- --- --- -� \ 74. UTILITY SERVICE:
\\ \� iTkA + - METAL BUILDING _ \ EXISTING STORMWATER mWater
\ 1 I DETENTION AREA Sewage Treatment: On -Site Well
w g On -Site Septic
\
I/O > \�40 L` �.. \i 1I
x
I 1 I ... :_ormwnter mane r- y
\\ \\ \ a!\ \ ( 18' W Z6' 1 ''IdP. ) .. g dent system will consist of . Caite
'" .fi•4'wl w - detention ultima r_el discharging W I ' '"'rY to N.S. L. R.W. M. D. Canal
200
EXISTING m C,D
\ro CONC. SLAB 2 W 1 c3 I 1
Q¢ y �y 1 l L
v v - x `
O \ \ \ L FORT FIERCE
INLET
rr
\ _Il_L$ x \ �I
\ \ \\ PROPOSED OUTFALL I\�� r -iz - -e• ] / r /,: 4 �,`3 „'. .n Or
loop \ \ \ \ \\\ I 1 STRUCTURE \ ' • _ e� j - c.,.. r
z `r tl
O�j _.._ .. _:� I- x _ x - _ x - I _ ' �` _ .I 9b... 10
"Po
~ �/�✓// ,N >
� \ ,j ---
la
V 6 ^r
CONC. PAD if r., . h6 5 ra'r//a q �F
\ \ \ EXISTING PAVEMENT _ - _. - _ - _ _ _ _ I I r i •'° \\ 9 {`I 11 3 g z r /q% 1'FiL Zo
1CNI
1 \ v i0 v - Z3 /%� 2a
\ I L- -� RAMP x 4= . __ an _ -� ,r..f
LANDSCAPING NOTES V v \ V r I I h 1 -
\ ^ f 1
1 the St. Lucie Count shall ordinance.
\ \ - - . • \ + - °611-----1___ V
site landscaping shall conform to Section 3. 2. 640 of \\ I - I II I � `J a�•.. I o
\ \ _ i 26
y g nce. A \ A „
2. Landscaping requirements: \ \ \ \ \ \ I
z
a. Perimeter aloe Glades Cut -Off Road right-of-way\ \ -
excluding driveways (540' length x 10' wide) \ \ \ \ 4 , EXISTING METAL BUILDING xY I 36 6 'O r 9
\ V A I r _. 3 JI 3 36 31
Trees Required @ 1/30 if ... .. .............30 \ \ \ � '2 _ r. ^nI ^. 1 2
Trees Provided ............................ 31 \ \ \ \ \ 1 a 1 '
b. Perimeter abutting property line excluding `\\\ \ \ \ l , 1 - j. IVY
intervening buildings (250, length x 10' wide) `\ \ \ \ \ \ 1 I.' 12 T n
.. .. i
g ...... 5 Z }� 2 _ 1 • :-�N...r 3 :1 Elnrrtl 6 S
Trees Required @ 1/50 lf.
Trees Provided .............................7
In
3. Ground cover will be sod and is to be placed in all open \ \ \ \\ \ w I� '10- 1 1z a X e e y ^�o 11 1z 7 a p
space areas. \ \ f
\ \ \ \ \\ '• I uy a
4. irrigation of landscaping.e rov riled Yo allow \ \ \ \ \ - Ix clv� -... - H•-s _ 1 .. '" r... r
irrigationP \ \ \ .
9 proposed AID
5. Trees to he Live Oak, Laurel Oek, Cre e M rt 1e, or I \.� EXISTING SHELLROCK PARKING AREA � II H t3 r6 ^ 17 1 m -1 •- rj 13 > 1 ^'
7 6
Cherry Laurel. � V v v VA v+� y \u / nkOM M• �n 5
6. Hedges to be Viburnum or Eugenia. \ \ \ - \\\ \b I 1' II ,w T 0 _ + -'•�-
7. Natural ground cover or sod to be provided in `\ _ . m ', I I
non -impervious areas to assure proper drainage and
l_
protect against erosion damage. - _ _ _ -
\
---•---�\ �- - - - - LOCATION MAP
_ �E - = X --�- =-X==� � = ._ /
`\ S 00'04'44" W 384.90'
I
I I
-------N
I'1UI � 2
----- - \ -- -_ ----.S6L6R6W6M.D. CANAL NO. 100 ------ !il
For Permitting 0!
1
\ \ DATE REVISION
SELVITZ ROAD-----------� -- --------------- - -
-__ -- ,1- -- - == __ HAILE-DEAN SEED COMPANY
- - -
- - _ as of cov ry
----- ------ - CULPEPPER a
TERPEN I NG,INC. SITE PLAN
r�
DESIGNED BY DETAILED BY CHECKED BY DRAWING NO,
• \ \` CONSULTING ENGINEERS
LANDSURVEYORS DATE SCALE JOB N0,
\ FORT PIERCE, FLORIDA 6-18-89 V=50' 89-19 1 OF 3
b
GRAPHIC SCALE
50 0 25 50 100
UNDEVELOPED AREA
C SEE SURVEY T
SCALE • 1"-300'
a
6
N 01'10'57" W 242.34'
j v
Ny
NEW F,' CHAIN /
LINK, FENCE --
j
ux
1�
'°hV Sys /5.
7'4
R'--" - 5929.79.701
L — 803.28' .
0
0�
NEW 6' CHAIN LINK FENCE ( IN FEET )
1779.81'
/4.� 14.4 1 inch = 60 ft. __-- -________________________________
N 00'25'28' W 679.38 C CONSTRUCT SWALE BOTTOM ELEV 14.5 ,
- .x} x--�'—x-----x_ -�.�_—x-------F x 4 SEE DETAIL BELOW LTD BE BUILT WITH PHASE I)
CONCRETE SP AL -^ ^ - ^
OR RIP RAP SPILLWAY /600 /G.OD S
---- - - - - - - -
71
/6 OP I 9 21 , 72' Cu
CuI TOTAL- 29.63 AC.
PHASE 1 - 1 3. 1 O A C .
Z T <I
Ou 0
9C u Ir
0 x � (X) 9O J� 225.05'
/ I
RASE 1-;�`
EXISTING DITCH
/< m (SEE CROSS
0 SECTION BELOW)
Tt yo
I
O r
/6, 40 I N I
O wr " /' 0 Z �— NEL CHAIN LA
FENCE N
4
m 00
O I
7
x
/6.5U
d 3
x
EX/5T DR41AI PIPES /2" CONC. (7-YG1)
_
/T O,
W w
OW 6
11V41
/3.0 0-10'19" W 225,05' /N(/ /2.30 1281
R I
W—_.__—.--
W
'
0
90
/?_j
�'r.GS
'
\i
,2ESNAPE, Elt,GA2GE AND
o
G2ADE DETEIL//%D/V L1�2EA "'\I
EXISTING CHAIN
/asp n,S
\
/7O LINK FENCE
TO BE REMOVED
AND RELOCATED
r
x
;sa PROP ED
PRO ESS A A
BU DING
/6.0#
+ G,�ADE GRASS � FTt7.80 --�
14,2EA TO EXISTING 6' CHAIN
CUL /E2T UNK FENCE RIES KEY D/T /y VAC TC 16,0
PROPOSEDLSEE OET.4!!-.�
C G. bas 245 r> M i� ._ ELLROCK -�-� /33
NV:' /4 6y i D
Z
.i.-.. ISEP rlC' 7aN.K / a. /n.•vear'EO Cao �� - -- ---- \ /m O ��— 00
- SO W
_ ._. _- -.. _.. Lr
o
00 r !. _ . EXISTING 1 " A m p'pi
SELVITZ
N.S.L.RW.D. CANAL NO.100
ROAD
OVERALL PROPERTY —SEE SURVEY
VARIES
115.0 TO 1B.0
, _A 1
N
CONSTRUCT NORTH/SOUTH SWALE & BERM (2600' LONG+)
ALONG NORTH R AND WEST Fi' .SWALE BOTTOM FLAT AT
ELEV 14 5', BER M TOP 18.0'.
0 METAL BUILDING--n.,_..t.. , EXISTING 4 L_
F.F.E. 17.84 / 3 / o i � �- CHAILl
FENCE
O �— NORTH AND WEST PROPERTY LINE SWALE DETAIL
EXISTING
DRY
TER S A 4:... NT _
S x A
. � � - � • ". '. rJl � - - �_ I BOTTOM EL. 12.81
Exlsnw.L 2.13 AC.
rONC. ,w i Op ��FoW
°+ t (' w CONST WE/.2 _
(SEE DET.4/L) \
I V) j I: A
/66a {b ao 1 c �, 1 � ��ro_Z \_ — — x
\\ a./; /6.80 t EL /6.id.. -._ _-._ x - - - x _ - _
` PROPOSED ASPHALT V+'' �' -... L ' �`i '• 1 'li I \\ /
\— EXISTING
1 CONC. PAD I�
t f 1 Jj! 3
EXISTING PAVEMENT
RAMP C
TYPICAL CROSS SECTION OF EXISTING
\' ExlsnNc METAL BUILDING ZP'OF2 DITCH ALONG NORTH PROPERTY LINE
III
�\ + b F.F.E. 17.81 x
` \ I I I N r s— ----------- -
\\ r -- - - -- - - - - - -- -J znII - -- -- --
x
EXISTING SHELLROCK PARKING AREA
__-
S 00'04'44" W 384,90' II
N.S.L.R.W.M.D. CANAL NO. 100
t N V 11 OC
SELVITZ ROAD
DATE I REVISION
9-5-89 AS PER S F.W.M
9 12 - AS PFR SF,\A(M.
VARIES 5TO 30'
qw
4 e'+ —
CULPEPPER a
TERPEN I NG,INc
XISTING DITCH CONTAINS
PEPPER TREES& WEEDS.
�u
For PermittIII
ing Only
HAILE—DEAN SEED COMPANY
PAVING & DRAINAGE PLAN
IGNED 8Y I DETAILED BY I CHECKED BY VT URAWINO NO.
CONSULTING a ENGINEERS
LAND SURVEYORS
FORT PIERCE, FLORIDA
_DATE SCALE JOB N0.
8-22-89 1-=50- 89-19 OF 3
all
rQ /4 D1A. �hICN02 PODS
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I
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FASCO, INC
TAMPA, FLORIDA.
ITI�u os
St -CT 1 CO3r1 C-C
012YIE7 12 RjU 1L011r1G
f-C�UNOATICDN OET/all.(:�)
SCALE: Yell I-0 APPROVED BY DRAWN BY
DATE: J u 0 -
F-��•1LE - Dt-�I�I SE�CJ CC3.
tt—tc
�FLc:)P,10A,
p12 C�CESJIH� PLArIT DRAWING NUMBER
C. -3
W TELEDINE POST 1 SAB-20 - 24 x 36
30
C
IhI �ESt10St, c--UrFOQ,T GOLumt4aa
6 �A\YC'a @ 2`r' = 200� 0
TQ Q Vim\\/
�V17�E VIA\V
e- RI0.�4 r.. vfIA�s
iJZ%F-7- F L\NS \b/ 'QLE-HU M`O
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k\T U L 6 k�S
5CH8.M4\TtC GAS LltrlF. TO #*Ui2,►4SCC2
EtaO Ti-1E -�AM�)
r�I
FASCO, INC.
TAMPA. FLORIDA.
.. ,... I - - .I -,
bt2.`(-f-.P2 R.;)(JIL0ltlG
10 I APPROVED BY IDRAWN BY
'AIC: MF,[ 117"a! I 1
H /-\ I L C- t�f ar-I ���D CCU.
f-T. Df--LC:)Q,IC
DRAWING NUMBER
SSE-D nczcact55it`+G PLk,,rtT 5-3
IWTELEDYNE POST 18AH 20 - 24 x 36
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DATE; M 1
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DRAWING NUMBER
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---- 120 Vl\C --
(NEUT.'
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10 NP
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---- _ N A I Lt Pa AN -T
j20%240 V. OVERHEAD DROP SE.RVIc"t
Iy4"G, _
3-5001 111310 NEUT. IN 3
DRYER _5QiLt>lN6, CT #6 NEUT, 102%G
3•Z50 N1Crl
Uil%400A,N ,4-WIRE 51 MAIN D15C• SU1•
, t } 4WIR y
-D N „_ . _� _- '-� WI4`o0 9. FUSE SDF
aeon. �'4 G mili
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PANEL L.
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46 3-W S/N
SPECIFICATIONS:
A. BIDDERS SHALL VISIT SITE AND REVIEW ARC14ITECTURAL DRAWINGS FOR
CONDITIONS AFFECTING THEIR WORK AND DO SO PRIOR TO SUBMITTING BID.
B. CONTRACTORS SHALL SECURE AND PAY FOR ALL FEES AND PERMITS REQUIRED
FOR HIS WORK AND, USING ONLY NEW MATERIALS OF -THE HIGHEST AVAILABLE
GRADE AND, EXCLUSIVELY, MECHANICS (AND THEIR APPRENTICES OR HELPERS)
THAT ARE SKILLED IN THE 'TASK ASSIGNED TO THEMI HE SHALL FURNISH AND
INSTALL IN NEAT MECHANICAL FORM AND IN FULL COMPLIANCE WITH ALL
APPLICABLE LOCAL CODE REQUIREMENTS, WORK AS INDICATED ON DRAWINGS AND/
OR SPECIFIED HEREIN TO PROVIDE COMPLETE EFFICIENT OPEPATING SYSTEMS.
C. CONTRACTOR SHALL, AT NO ADDITIONAL COST TO OWNER,REPLACE ANY LABOR
AND/OR MATERIAL THAT DEVELOPS DEFECTS <EXCEPT FROM ORDINARY WEAR AND
TEAR) WITHIN ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE OF THIS
INSTALLATION.
ELECTRICAL WORK -CONTRACTOR PROVIDE:
1. TEMPORARY ELECTRICAL WIRING TO PROVIDE POWER FOR CONSTRUCTION.
2. NEW ELECTRICAL SERVICE- 120/240 V. 3-PH. DELTA SEE ELECT. RISER.
3. RACEWAYS- EMT, EXCEPT 4161D CONDUIT OUTDOORS OR UNDERGROUND.
4. CONDUCTORS- COPPER (012 MIN. SIZE), 12 & 10 TWO LARGER WIRE THW.
5. WIRING DEVICES & PLATES- SPECIFICATION GRADE, GROUDING RECEPTACLES,
6. G.E., I.T.E., OR SO-'D' ELECT. PANELS, SAFETY SWITCHES, CONTROLS,
FXCEPT THAT ELECTRICAL. EQUIPMENT IN EXISTING PLANT THAT IS IN GOOD
WORKING CONDITION MAY BE SALVAGED AND USED IN THE NEW FACILITI,
7. LIOHTING FIXTURES- AS NOTED- COMPLETE W/ LAMPS.
B. EQUIPMENT CF*NECTIONS FOR EQUIPMENT FURNISHED BY OTHERS WIRED PER
EQUIPMENT SUPPLIER'S WIRING DIAGRAMS WHO SHALL CHECK WIRING
BEFORE EQUIPMENT IS ENERGIZED AND ASSUME ALL RESPONSIBILITY FOR
DAMAGE TO HIS EQUIPMENT CAUSED BY INCORRECT WIRING.
9. TELEPHONE OUTLETS- PROVIDE 3/4' PVC R4CH34AY TO TELEPHONE CABINET.
10. TELEPHONE CABINET AND TELEPHONE SERVIVF ENTRANCE.
It. GROUNDING SYSTEM PER LOCH CODE- AN EQUIPMENT GROUNDING CONDUCTOR
SHALL BE INSTALLED IN EACH ELECTRICAL RACEWAY PER ARTICLE 256-95 OF
THE NEC CODE.
ELECTRICAL LEGEND:
S Y M B O L D E S C P I P T 1 G N
FLOURESCENT L1GHT'ING FIXTURE
a{, 5 CEILING OUTLET, WALL BRACKET OUTLET, ONE POLE SWITCH
DUPLEX RECEPTACLE 30- A.F.F. OR AS REQUIRED.
® EQUIPMENT CONNECTION AS REQUIRED BY APPARATUS SERVED
!I f 1 MAIN ELECTRICAL SERVICE & METERING, ELECTPICAL SEWiICE
ELECTRICAL PANEL, TELEPHONE CABINET- W/ Se.RI,'ICE ENTRANCE
MOTOR CONTROL PANEL, AS NOTED -SA.`1E A ELEr. SEJZVICE
DISCONNECT SWITCH, MOTOR STARTER, MOTOR NO. DENOTED H.P.
TELEPHONE OUTLET- RUN 3/4" PVC RACEWAY 70 TEL. CABINET
2 0 12 TW COPPER IN 1/2" RACEWAY, OR AS NOTED
-4 --I" HOME RUN- ONE CKT/ ARROW k ONE Wl RE/ HATCH L I "IE
ELECTRICAL, PANEL SCHEDULE:
PANEL-'L' 120/249, , 3-WIRE, S/N, 100 A.M.L.O., iP,600 A.:.C.. SURF.MTD.
BRANCH CKT 0 EQUIPMENT SERVED CKT BREAKER WIRING :_LF'fF':R
L-H LIGHTS IP-20 A. 2 M1Z & 01i
L-2-4 QUARTZ LIGHTS 2P-20 A. 2;06 lk M�
L-3 RECEPT. & EXIT LTS. IP-28 A. N12.GG.TW 1N I' "
L-6,8 LTS & RECEPTACLE IP-20 A. 2 012 & *12,^ `fM 1!H 1/20 .
L-7 IP-SPARE IP--20 A.
L-9 THRU L-12 ARE IP-SPACES.
PANEL-'D' 120/240 V.. 3-WIRE, S/N 100 A.M.L.O., 10,900 A. f�URF.MTD.
D'-1-3 GtARl;'. LAMPS 2P-20 A. 2 *12 & ii12 c•.".,, 1;,;' 1/2" C.
D' -2-4 QUARTZ LTS 2P-28 A. 2 012 is B l2 -• Ti.: 1, 2' C.
a'-5,7 RECEPTACLES iP-20 A. 2 012 & 012 G.TW IN 1/2" C.
G -7 RECEPTACLE 1P-20 A. 2 012 & 012 G.TiJAN 1/2- C.
'D'-8 SPARE 1P-29 A.
'D'-9 THRU 'D'12 ARE IP-SPACES.
.4
SWITCHBOARDS
MAIN PLANT
REFERENCE MOTOR SIZE DISCONECT RK-5 WIRE OND. CONDw'I'ISC. SW,
NUMBER HIP. STARTER SWITCH FUSE SIZE SIZE'SIZE• AT MOTOR
3 0 1 R 1N. LOCATION
2 1 0 3P-30 A. 5.6 14 14 1/2' NO
4 20 3 3P-180 A. 80 4 8 1-1/4. 3P-108 A.
is 15 2 3P-60 A. 60 cl 10 1. NO
11 2 0 3P-30 A. 10 10 14 1- 2- NO
i7b 5 1 3P-30 A. 25 12 10 1✓2' NO
17a 5 1 3P-38 A. 25 12 1B ;; 1/2 NO
18 2 6 3P-30 A. 18 14 14 f 1/2' NO
19tL 4 1 3P-30 A. 20 14 12 1/2' NO
19C 1 0 3P-38 A. 5.6 14 14 1/2' NO
19b 18 2 3P-60 A. 40 S' 10 1' NO
2.0 5 1 3P-38 A. 25 12 le 1/24 3P-38' A.
22 2 B 3P-30 A. 18 114 14 1/20 3P 38 A.
26 15 2 3P-60 A. 68 6 H0 1. NO
27 1 0 3P-38 A. 5.6 14 14 1/2" 3P-30 A.
31 1/2 0 3P-30 A. 3.2 14 14 1/2' NO
35b 1/2 8 3P-38 A. 3.2 14 14 1/2" NO
35a 1/2 0 3P-30 A. 3.2 14 14 1/2- NO
36 1 9 3P-30 A. 5.6 14 14 1/2- NO
37 2 0 3P-30 A. 18 14 14 1/2" 3P-30 A.
38 1 is 3P-38 A. 5.6 14 14 1/2. 3P-30 A.
31H 1 e 3P-38 A. 5.6 14 14 1/24 3P-39 A.
48 3 ® 3P-30 A. 15 14 14 1/20 Nb
42 15 2 3P-68 A. 60 6 10 1" NO
43 1 0 3P-36 A. 5.6 14 14 1/20 NO
44 112 0 3P-30 A. $.2 14 14 1/20 NO
45 3 0 3P-30 A. 15 14 14 1/2" 3P-30 A.
46 PANEL-'L' - 3P-60 A. 60 6 18 1- - -
DRYER BUILDING
Pi 15 2 3P-60 A. 66 6 1® is NO
F2 15 2 3P-60 4. 60 6 t0 1" NO
F3 15 2 3P-60 A. 60 6 10 1. .W'"' NC
F4 15 2 3P-60 60 6 10 10
NO
RS 15 2 3P-60 A. 60 5 10 1" NO
Fri PANEL-'D' 2P-60 A. 60 6 28
.A
LtGtria 1
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.` 1,l02,M,e`LL-f oFf-tI4 %*\YITC:1"1 GDi41A•cIT%
35A 120%% r�'-�.:,NG COIL. -RED. "J"-A -ON %2}IR N•?�TST
O.L. 2w
�.� pVEQ�OA.p GDI��ACTS
2� t�or mALL-f ppShi .GOI�Tloc C CtKU *-"
1REF, alb 1cTfi
--�,�- IJo�►.n�.LLY �LoSEv col�T��.�-�,
CC
O
6
k7-,
ELECTRICAL RISER DIAGRA�'1CALE' ND a APPROVED BY DRAWNN BYVIAN A 24. lbIN I
LEe1�oLD la, TORIBIO I FASCO►_ f--T. o t R Gs"' 4-L C� Q I0 tXsN,,;INEER Lw "^tom..- - DRAWING NUMBER
T:.MPA FLORIIJ.1 (TAMPA, FLORIDA. �bertro PQQC-"'1-:al�ldlt'lG L/'"r'1T
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