HomeMy WebLinkAbout96110399 CONSTRUCTION LAYOUToR
USES
1C n1C- 14'-4` YlYL LHHJL
FAN
E)aT
�j
REVISED
2/20/97
s�
REVISED
2/20/97
BUILD SAME AS OTHERS
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.r413Y/�1�� I
ST LUNG COU St bideOwnt '
BACK ELEVATION BUILDING DIVI N
REVIEW
FOR COMP CE
REVIEWED BY ` 6
DATE LI ! 7
PLANS AND PERMIT`
MUST BE KEPT ON JOB OR
U II
NO INSPECTION WILL BE M4i_
PAUL JACQUIN & SONS INC.
SCALEI 1/40=1' DRAWN
DATE, REV. BY, MICHAEL JACQUIN
�H CITRUS
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWING REVISED
PHASE 11 NUMBER: 2/20/97
THICKENED EDGE
REVISED
2/20/97
20'-0'
SIDE C
PHASE VI
27'-0'
O
O
M
SIDE D
SLAB FOR PARKING
CAR LIFT
20'-0'
CD
o
REVISED
2/20/97
SAW CUT
CONTROL JOINT
20'-0'
i
SIDEI B
FOUNDATI N PLAN
30'-0'
ST. LUCIE COUNTY
BUILDING DIVI N
REVIEW
FOR COMP A E
3EVIEWEDBY
DATE Y y r l ��
PLANS AND PERMIT
MUST BE KEPT ON JOB OR F
24'-01
CD
I
Co
r,
0
SIDE A
2 - 3/4'X26'X6'
J BOLTS
3000 PSI CONC.
/ OR6FIBER MESH
CD
(U
5'-0' X 5'-0'
COLUMN FOOTING
SCALE 1/2' = 1'
7 - 05 RS' EACH WAY
I
3 — #5 CONT,
VISQUEEN
TERMITE TREATMENT
CLEAN / TAMPTED FILL
PERMETER FOOTING
SCALE 1/2' = 1'
PAUL JACQUIN & SONS INC,
SCALE, 1/4'=1' DRAWN
MICHAEL JACQUIN
DATE, REV, BY,
HO CITRUS SHOP
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWING REVISED
PHASE I NUMBER, 2/20/97
L
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Interior 1/4 \
Section Corner \I 1/4 SECTION LINE
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116.00'
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DE ELATION + App9pX/pq\TE�Of \
40
I + AppgC T Bgpk \ \ \
\ 3 \ \
PROPOSED ASPNLT
COMMENCE
Southwest Corner of
the Southeast 1/4
of Section 30
1/4 Section Corner
Found 'X' in
Bridge Deck
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GREENSPACE
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CID 30
Section 31
�21
PROPOSED FENCE
y; +
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y \ PARKING
SHELL PARI(IN6 A iPAPET AREA
PROPOSED Septic Tank,
r \mnitoring Disbar
and 0°ain5 Tank
30
F 9
ell
l
00. 00,
PO I NT OF
EEGINNING
3
ell 'Z0'1
NOT PLATTED
6 \ NO
99hOf
�1`
No en
CONSTRUCTION LAYOUT SURVEY
prepared for
Circle H Citrus, Inc.
VICINITY MAP
v°
30 r
-
1_71L—
NOT TO SCALE
--
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4
r.:ml L•"s .
1 Jt
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Mr
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- -
; 2
31
(. P
1 --
61 P it.
R•foD.aD• S6, �e --� Se
1�0, x2 •B1 \
-
.....
9
v0 ..'. -
v0 PROPOSED +�,0 SHOP CD SHELL
FPE•25.0 MIN) PAp(INO IW a 6 TRAVEL AREA ♦dY / \
+ ,DO. Cda 19. 91 55
2 6\
+
S9 x2411 \
+ +.LO x B reC//°e x •y2 3 \ .
0,S♦d/el-y'19.
+2 +209B +v0'! so
`2ge�A \ Ar, \jam
0 1 ti 214
+2 + o jOSED(Y"j, a m'fi i�Q6P'Z•b.39 19' Corruuited
iOPPROPOF BANK p zY�r �H>51 r DIGS x � Xr 01,E n5 Metal P I e
. ` 001 tip' t9
PROPOSED m \
+ /'�Ep6E OF HATER I l A in
+2� Y-2�_B2Z.22
95 9.9991 ACRES x \
i� 435,599 SQUARE FEET 20N0 \ 09 a
/ + +�1 u I Ln C \
N6 P 5 1 w m \
1 Jib,, ao 6 2°• 2 / rn
+
NOT PLATTED
--__--- f_---- 1303.98-
-- — — — — — — — — — — — — — — —
Canal Right -of -Way Line
Aorth St. Lucie River Water Control District Canal No. 71
(Right -of -Way Vari(!;)
SECTION LINE
— — — Canal Right -of -Way Line— —
Revised 9-3r�10-96: revsed site plan
rDS Flle Partopo. "
Field Book 06-02, Pag6fO
Jul y 12, 1996
80 0 80 160 240
SCALE; 1' = BO'
SURVEYOR'S NOTES
1 Reproductions of this sketch ate not valid unless emho<,sed with the surveyor's seal and contains an
original signature
2 Lands shown hereon were not abstracted or researched bythis office for Rights -of -ways,
Easements of Record, Reservations. Ownership. Abandonment's, Deed Restrictions, Zoning
Regulations or Zoning Set -back Lines. Land Use Plan Designation. adjoining deeds or Murphy Act Deeds
This survey Is not intended to delineate Wetlands, Local Areas of Concern or any other Jurisdictional
Boundary Linos
3 Legal Description shown hereon was prepared by this office
4 FLOOD NOT[ By graphic plotting only, this property is located in Flood Zone' A', of the Flood
Insurance Rate Map, Community Panel Number 12111C0165 F, effective August 19; 1991, and is in a
Special Flood Hazard No bald surveying was performed to determine this zone and the exact location
- can only be determined by an elevation certificate.
Bearings Show() ' ` hereon are based upon a bearing 61 N0 0 _1 4G'W, along the Interior 114 Section Line
6 The subject property has nn visible above ground man-made Improvements other Than those shown
hereon No attempt was made by Our office to locate midergm,nd improvements
1 Elevations shown hereon are based upon the North St Lucie River Water Control District Benchmark 22-
. D. Elevation 2,5 28'
NO''ICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
LEGAL DESCRIPTION
COMMENCE at the Southwest corner of the Southeast 1/4 of Section 30, Township 36 South, Range 39 East, St
Lucie County, Florida (hence run N00"2146"W, along the Interior 1r4 Section Line, a distance of 2042 03 feet,
ihenyr. run S83"11'59 E a distance of 88 28 feet, to a point on the East right-of-way line of Shinn Road and the
POINT OF BEGINNINi', thence run N06°48'01"E, along said East right-of-way brie, a distance of 106 17 feet, to
the Point of Curvature of a curve concave to the West thence Northerly on said curve having a central angle of
07"0946- and a radius of 1943 08 feel, a distance of 242 92 leer, to the Point o1 Tangency of said curve, thence
run IV00"21'46-W, tangent to said curve and along said East right-of-way line, a distance of 125 65 feet. to a point
on the South right -of way line of North 5t Lucie River Water Control District Canal No 58, thence run
S61°56'43E along said South right-of-way line a distance of 1207 79 feet thence rr,n S03"34'19"W, a distance
01 392 56 feet, thence nln N61 "5643W, parallel with said South right-of-way line of Canal No 58 a distance of
983 I)3 leer, thence run N83"11'59"W, a distance of 200 00 feet, to the POINT OF BEGINNING, said parcel of land
lying and being in the Southeast 114 of Section 30, Township 35 South, Range 39 East, St Lucre County. Florida,
and containing 9 999 arras, more or less
CERTIFICATE OF SURVEYOR
r liPRFBv CERTIFY ;h;rt the anecrled MAP nl Cnnsln,ellon Layuul Survey depicting proposed improvements of
the hereon described prdpprty IS True and i"'nrreCl to lhC best of ;ny knowledge and belief as surveyed In Ih0 held
u ride' my direction On luly 12 1996 I further certify Ihal this survey meets lhr. Minimum Technical Standards set
forth In Rule 61G17-6 FAC adopted by the Florida Board of Professional Surveyors and Mappers pursuant to
Florida Statutes 472 0i7 There are no above ground encroachments other Than those shown hereon subject to
the quahl,catwns notea Herron "
Dated this 12th day of Juiv, 7996
James A KeA b
e $
tereU Land Surveyor
Florida Rerjlslra Goo Nu'mhrr 9391
St. Lucre County Hi Unit
K
I
1'
DAMES A. K IRBy I I I
REGISTERED LAND SURVEYOR
2860 S. Kings Highway
P.O. Box 1,826
Ft. Pierce, FL 34954-1826
(561) 464-9621 Phone
(561) 466-9326 Fax
Drawing No. 96-0044CLS(L)
12'
,5• rp
ITCH
0
I
SIDE C
SIDE A
ITI
12' X 14'
ROLL -UP
DOUR
12' X 14'
ROLL -UP
DOOR
ST.I
10 Y'!
,( o'
I
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()1;IN"
=, DIS
F'OR
Y-FTj[_:
RIOTEll
0IM1F--A11[ __
S:
TIn,
L
L
I
12' X 14'
ROLL -UP
DOOR
_[L_
12' X 14'
ROLL -UP
DOOR
LLL
_L
_LLL
\-KEY DROP
(Compl;ance to: 1. N.FPA. 101
SIDE B 2. Standard Building Cotia
3. State Fire Maal_RuleS--
:.,; . 4. Local Fi Cc�d
ATT.' (T-TFD I)PPAUTNAIV 11,A94" Tic
RUX )020
F. ;�E, FL 309SO
twoo� e 412bc ISO-
5 4- o SAC-i
` 10' e2a
TL EI�FII N' ✓ �C�
PAUL JACQUIN & SONS INC,
SCALE, 1/4'--1' DRAWN
DATES 5/24/916BY' MICHAEL JACQUIN
H CITRUS SHOP
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWER,
PHASE I 1 [IF 4
NUMBER
\COLUMN
COLUMN
SIDE .D
SIDE C
1 ro:.:.. ... ,.. .:.... .:. ;: i < ,, .r .w
-'.i.. :. ...:.._ .. , ,.: e.. .: : .. :.. _-:. :. '( 4'�.:. ,e.
.i , ': ... .r:'; Y .d.• _ ...e a '-� n .^. .. •:: t•
r.
70�_0d
40'-0'30d-0' _
SIDE D
STUB OUT FOR FUTURE
WATER ACCESS 3/4' LINE __LL
STUB OUT FOR FUTURE
ELEC. 1' PIPE
STUB OUT FOR FUTURE
WATER ACESS 1 1/2' LINE
STUB OUT FOR FUTURE
ELEC. 1' PIPE
0
co
H
f-
20'-0'
/bna ELEC. PANEL
k
12 X 14 OH DOOR
WELDER
90'-0'
I
12 X 14 ❑H DOOR
SIDE B
PUMP WS TANK
nozz
SHELVING
TF1F]LS
SHELVING
SHELVING
_ 15'-0'
PARTS
WINavifficl
A/C
DISPATCH
0
I
(U
O
f7
SIDE A
<< .
� ,
.
glans Fa
rr� G> > w
Reviev, f i
ELEC, FEED % 1� '
TO GAS PUMPS ���'%
I
FAN
LIGHT 00
�_o' EXIT PAUL JACQUIN & SONS INC,
-----�-__ SCALE, 1/4°=1' DRAWN
` DATE, 5/24/96 BY: MICHAEL JACQUIN
TIME CLOCK AND CARD HOLDER `—KEY DROP
CD
HO CITRUS SHUP
24'-0' 1
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWING
PHASE I NUMBER, 2 OF ^4
70'-0'
40'-0'
30'-0'
SIDE C
0
I
0
SIDE D
STUB OUT FOR FUTURE SVQG�tiO� I
WATER ACCESS 3/4' LINE
STUB OUT FOR FUTURE P l
ELEC, 1' PIPE FpO�V
STUB OUT FOR FUTURE a�
WATER ACESS 1 1/2' LIN REV,
STUB OUT FOR FUTURE
ELEC. V PIPE
WATER FROM WELL ft_
WATER FROM WELL
REV,
4'- 6° 12'-0° 8'-0" 12'-0' 4'-10' -0'
REV. _
20'-0' LANDS( IRRI GATIONAIRND
REV. 3P ESSOR PUMP WS TANK PUMP PUMP WELL
0
A r A022 A a
EXIT
2 v o SHELVING
_
12 X 14 ❑H DOOR WELDER 12 X 14 ❑H DOOR JE
TOOLS
SHELVING
SHELVING
15'-0'
> W PARTS
w
3
❑PEN BAY
PHASE VI �-'
— — PHASE I
A 3e �k 12
u
4li
b
ELEC. PANEL
_ 12 X 14 ❑H D❑
t'12/-ON
4'6
WELDER
12 X 14 ❑H DOOR
T
SIDE B
B'-0'
90'-0'
WATER COOLEKl
EMERGENCY SHOWER&
EYE WASH
FAN DD
LIGHT
(RE,
Io
Q-01
TIME CLOCK AND CARD I H❑LIFER
EXIT
SHELVING
io
0
i
0
�10
SIDE A
REV.
WATER SUPPLIED BY
BY
(�/C 00
IRRIGATION WELL TO
I
GAS PUMP SLAB
r
DIS ATCH
AIR TO GAS PUMP
ELEC. FEED
TO GAS PUMPS
KEY DROP o
24'-0' 11
PAUL JACQUIN & SONS INC,
SCALE; 1/4'=1' I DRAWN
MICHAEL JACQUIN
DATE: REV, BY
HO CITRUS SHOP
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWING REVISED
PHASE I NUMBER: 11/18/96
SIDE D
SIDE A
0
I
m
0
co
2 - 3/4'x26'x6'
J BOLTS
3000 PSI CONC.
6/6 10-10 WWM
OR FIBER MESH
I
( li
5' - 0' X 5' -0'
7 - MS 28' EACH WAY
COLUMN FOOTING
SCALE 1/2' = 1'
a
I [:Z3
- #5 CONT,
PERMETER FOOTING
SCALE 1/2' = 1'
VISQUEEN
TERMITE TREATMENT
CLEAN / TAMPTED FILL
PAUL JACQUIN & SONS INC,
SCALE, 1/4'=1' DRAWN MICHAEL JACQUIN
DATE1 5/24/96 BY,
0 CITRUS SHOP
WEST OF FORT PIERCE OFF OF SHINN RD,
DRAWING
PHASE I NUMBER+ 3 ❑F 4
i
120
,5' PITCH
3" W/4-500MCM
° 3" W/4-500MCM
1 #3 BOND
SHOP PANn.
i t/2" W/ 3# l/0 & 1 #6GND
OFFICE FEED
CROSS SECTION B
LOADING: 12.20 11OMPH S.B.C.
M
NAI L I S1G A0iEDUIP
1. All bearing walls shall have a double top plate with the
second being nailed to the first with 16d nails @ 12"o.c.
staggered. Each stud shall be fastened to its too -top plate
and bottom plate with stud straps (a M . stud strap is 8" x
x l3ga.stl) and nailed with 6-6d ccmron nails in
each.
2. Roof and wall sheathing will be nailed with 8d cor=n nails
as follows:
All edges to be 611o.c.
lnter;rcdiate supports to be 12"o.c.
No staoles to be used.
3.
All roof "girder" trusses shall 'oe secured with 1-1,-" wide
metal wall bracing straps (13gamn.) continuous over :he
girder trusses and down the wal; (diagonally) 4" on each
side nailei to studs and pIa:es with 6-16d nails eac- end of
st:aps ."id 6-16a na:1s in girder (I3 nails total).
- _
4.
Balcony and porfn roc,_'trusses or Joists shall be
'o their suppor :i ng w..11 the same as the roof trusses.
:q
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SHOP 400A MAIN ORFAI:FR
RVA
cxr -
NO.
SVA
A B C --� P
V12 ER
60
2
124
1 2
01.2
2
150
OFFICE
124
3 4
n.2
wFlDER
60
2
124
s 6
4,1
2
20
AM COW
12.4
7 8
4 1
_
WnDEFL
60
2
124
9 10
41
2
20
220 OU=
I24
1 1 12
4.1
Op17gp
20
1
2.4
4
41
2
20
2200➢7t8r
O011h7
20
1
24
15 16
4.1
p
SPARE
SPARE
20
20
20
1
1
24
17 19
19
24
2.4
21
1
1
1
20
20
2D
D
OUTLETS
_
SPADE
20
I
24
1
2L6
7
60
AQI COMP
216
21.6
r S 1 C'
T sf.Pr; ''(
LAV
PAUL JACQUIN & SONS INC.
SCALE, 1/4"=1' DRAWN
DATE, 5/24/96 BY, MICHAEL JACQUIN
CITRUS SHOP
PHASE I DRAWING 4 OF 4
NUMBER,