HomeMy WebLinkAboutBuilding PlansLEGAL DESCRIPTION
PARCEL OF LAND
EAST, ST.LYING L LUCIEN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED O SiFOSHIP 35 SOUTH,
FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE
WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY NOO'13'52"W
FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S89'32'37"W FOR 1173.21 FEET;
THENCE N00'09'27"W FOR 637,97 FEET; THENCE S90'00'00"E FOR 1172.39 FEET TO THE SAID WESTERLY RIGHT OF
WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00'13'52"E FOR 628.64 FEET TO
THE POINT OF BEGINNING,
CONTAINS 17.05 ACRES, MORE OR LESS (M).
"INGRESS/EGRESS EASEMENT NO. 1
A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION it; THENCE N89'32'37"W FOR 25.00 FEET TO THE
WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W
FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S89'19'58"W FOR 1173.21 FEET;
THENCE N00'09'27"W FOR 60,00 FEET; THENCE S45'00'29"E FOR 28.06 FEET; THENCE N89'19'58"E FOR 1133.20 FEET;
THENCE N4453'27"E FOR 28.46 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE
ALONG SAID WESTERLY RIGHT OF WAY S00'13'52"E FOR 60.00 FEET TO THE POINT OF BEGINNING.
CONTAINS 1.0865 ACRES, MORE OR LESS."
3 RESERVED SPACES
I.. .I ,�-lr,,-i-..-II fl.... l 19 N ^r I AJr,,,� tl
II 1 I 14 R*R+ tACt1tS I I 1 t' 1 @ d 8 RF�� "�� ISt'
10 SPACES 11 SPACES
BUILDING "E"
5' 4' DOCK HEIGHT ems\ LOADING AREA
9'
BUILDING I'D"
4'
4' DOCK HEIGHT
LOADING AREA
4' DOCK HEIGHT
LOADING AREA -
LOADING AREA
----; rP)------------------------------------------------
SECTION- - - -
LINE
------------------
------------------------------------------------------------------------------------
I
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4' CONCRETE
SIDEWALK
"INGRESS/EGRESS EASEMENT NO. 2
A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOW:
COMMENCE AT THE SOUTHEAST CORNIER OF SAID SECTION 11; THENCE N89-32'37"W FOR 25.00 FEET TO THE
WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W
FOR 635,92 FEET TO THE POINT OF BEGINNING; SAID POINT BEING A POINT OF CURVATURE; THENCE LEAVING SAID
RIGHT OF WAY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF
49'38'01", A RADIUS OF 50.28 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF
N65-11'00"W, 42.21 FEET; THENCE WEST FOR 434.92 FEET; THENCE NOO-08.06"W FOR 26.00 FEET; THENCE EAST FOR
473.11 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY
RIGHT OF WAY S00'13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING."
CONTAINS 0.2872 ACRES, MORE OR LESS.
"INGRESS/EGRESS EASEMENT NO. 3
A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N8912'37"W FOR 25.00 FEET TO THE
WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W
FOR 679.64 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY WEST FOR 473.11 FEET;
THENCE N00'08'06"W FOR 26.00 FEET; THENCE EAST FOR 435.04 FEET TO A POINT OF CURVATURE; THENCE ALONG
THE ARC OF A CURVE CONCAVE NORTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49038,0111, A RADIUS OF
50.28 FEET, AN ARC LENGTH OF 4-3.56 FEET AND A CHORD BEARING AND DISTANCE OF N65'11'00"W, 42.21 FEET TO
THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY
S00'13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING.
CONTAINS 0.2872 ACRES, MORE OR LESS."
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ZONING= IL
LAND USE= MXD
S 89'58' " E
-IT, ,.-,Jr---r__riI r__r. ... r.. I.....-�.._. . m L_--
G I� 14 �tES�Rt•Ei� SP�,C`9 I I� II5 (ESEJVEDISPA� Sll 19 RESE(�VED ISPA�ES
12'TYP.
12 SPACES I 1'""- 5'TYP' 18 SPACES
JILDING " F"
2 STORY
FLOOR - 121,486 so. FT.
MANINE - 2,417 SO. FT.
F.F.E.- 22.00
PAO
4' DOCK HEIGHT
LOADING AREA
LOADING AREA
i D -+---DUMP37ER
('M'•)
o D
105'
205.57'
LOADING AREA 1 1 4
4' DOCK HEIGH'
LOADING AREA
LOADING AREA
D 1 D
FlRE PUMP
116 SQ.
LOADING AREA -A
4' DOCK HEIGHT
LOADING AREA
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5 SPACES 2 SPACES
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225.33'
.
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tat FL
R- 14,750
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MEZ70
4INE - 4.5
52 SQ. FT.
F.F.Er 20.00
225.3Y
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26'
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55'
N
GRAPHIC SCALE
( IN FEET )
I inch = 50 ft.
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SIGN
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MONUMENT SIGN
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200 S.F. MAX.
30' MAX. HT.
im
11 SPACES 9 SPACES 7
c
26 .67
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AT GRADE n
LOADIh G AREA BUILDING "A"
2 STORY
tat FLOOR - 26.911 S% FL
ME72ANINE - 7,132 M FT.
4.67' F.F.E.a 20.00
• . Y• .y s'� t.: ., 1:0ADING��t�REf} ; t..'.�..�:.'r',7i'.: ,,�.",
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6 SPACES
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FILE CON
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GENERAL
NOTES
1. PROJECT NAME:
First Source Commerce Park
f
2. LOCATION:
West side of Kings Highway
1/4 mie South o Orange Avenue
3. OWNER:
Incom Properties, Inc.
I
2204 Vision Drive
I
Palm Beach Gardens, Florida 33418
;
Phone: 561-662-8525
;
1
I
4. ENGINEER:
Culpepper
p peer &Terpening, Inc.
1
2980 South 25th Street
Fort Pierce, FL 34981
II1777
I
I
Phone: 772-464-3537
ZTI
I
FL P.E. Reg. 24276
i
5. SURVEYOR:
Culpepper & Terpening, Inc.
I
I
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I> I x
2980 South 25th Street
I
I
1
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Fort Pierce, FL 34981
Phone: 772-464-3537
a> II
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it 0
FL P.S.M. Reg. 4286
CD
6. TYPE OF PROJECT:
Warehouse/Showroom/Retail
I- O
7. GROSS PROJECT SIZE:
17.05 Acres (742,647 SQ. FT.)
1:
I C1 N J
8. BUILDING SIZE:
190,067 Sq. Ft.
9. LAND USE:
MXD
1
I
I
10. ZONING;
IL (Light Industrial)
j
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j
11. FLOOD ZONE:
X per F.I.R.M. Panel No. 12111CO175F
I
12. BUILDING HEIGHT:
35 FT.
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I
1
13. SITE COVERAGE:
Square Percent
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gc
Ij
Building
190Foo 597 4 38 25.66
+
Parking
290,089 6.65 39.06
j
1
, ,
Misc,
13,926 0.32 1.88
•;
Y1
I
Total Impervious
494,612
11.35 66.60
Y
� , •,.
,; :,. ,,�
• 1".
&
�
Total Open Space
248,035
5.69 33.40
:+, •, r+
`•; t?YOINP ARk'A{
' ti''
:..., ,'
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Total
742,647
17.05 100.00
(''•
y •
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:,+,r
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224 67
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14. PARKING:
BUILDING "B"
-
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2 STORY(
94.29
- -
j
Required (1 space/1,000 s.f.) x 211,632
s.f.
212 spaces
AT GRADE
tat PIdK1R - xasu 6G."Fr,
I
Paved Parking Spaces
229 spaces .
LOADING
REA
MEZZANINE - 7,1321 Fr.
I
Reserved Parking Spaces (Grass)
84 spaces
F.F.E.- 20.00:
a
Provided
313 spaces
Handicapped Spaces Required
8 spaces
266,67'
26.06
I
1
Handicapped Spaces Provided
19 spaces
y4
1 1 I
-I - 'T
-
1
15 D VELOPMENT SCHE U
00 g 4
3 SPACES 7 SPACES 6 SPACES ^ 10 SPACES 8 SPACES h 9 SPACES
ua
o o Ci
N O
O
----------------------.-:-------------------------------------------------__- - - - - - - - - - - ___ _ _----------
F
r.
No. 1
• WGRESS/ECRESS EASEMENT )
(
SR9 33'54"W
1173.21,
+'i
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---N. S-L RBI -. D GAN AL-N-o-. 46-
(4G2'-- R/W)- -- -
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Wyl
CITRUS GROVE
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ZONING= AR-1
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LAND USE= MXD
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R E V I 'S I` C1 N S -
COMPUTEFILE R
REF.
FIELD BK../PG.
-
CONSULTING ENGINEER
BLDG., PARKING & LOADING,s:-
04222BASE
22
&
SITEPLAN
CULPEPPER & LAND SURVEYORS
REVISIONS PER ST. LCIE COUNTY
AW LITTORAL ZONE REWIREMENi
2980 SOUTH 25th STREET
TERPENING,INC.
FORT PIERCE FLORIDA 34981
(772) 464-3537
ADD FIRE PUMP BLDG. - UPDATE SITE Pl.Ahl
-"" -
I I I j Construction to begin: March 2005
II 1 Construction to be completed: November 2005
15, 1 16. UTILITY SERVICE:
I I 1
b F Water Service: Fort Pierce Utilities Authority
I I 1 Sewage Treatment: Fort Pierce Utilities Authority
; I
* + ." I 1 17. DRAINAGE STATEMENT:
i The drainage system shall consist of a series of perimeter swales and dry
and wet detention which shall provide water quality and storm attenuation
at t 1
,r prior to discharge to the N.S.L.R.W.C.D. Canal No. 46. Road crowns will be
y 4CJ set above the 10 year, 1 day event and the finished floors above the 100
year, 3 day 0 discharge event.
118. FIRE PROTECTION:
i I I All buildings as shown hereon shall be fire sprinkled and all fire hydrants
I ; shall meet the requirements of the St. Lucle Count Fire District Resolution
e, I V 7 1 I No. 406-03. y
:. i$ 12
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NUR REVdS ION(S)
APPROV 0
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rs t►1FE: its, •a
SRC REP,
RIURARD Mi A6YK0,,. P.L.
DATE
BY
DATE:
FIRST
SOURCE
r
COMMERCE
PARK
DESIGNED
RML
„-17-D4
2-4-05
2-9-05 CALCS.
3-08-05 DRAWN GWR 11-20-04
0-18-06 DETAILED SITE PLAN
+r'+N
' CHECKED RML 11-23-04
ADDOrnrrn
DATE: _
HORIZ. SCALE: 1 "=50'
VERT. SCALE: NONE
JOB No.04- 222
SHEET 1 OF
BLOCK OFF EXI5TING
MAN DOOR OPENING
-*-0" BELOW TOP OF SLAB
- - II GB 2 G-2
EXISTING ELEcrRlc PANEL
�14' H X 10' W OVERHEAD
COILING DOOR
SEE SHEET A3.1 FOR RAMP
DEMOLITION DETAILS
1—
EXISTIN6
14, H x 1dr W OVERHEAD
COILING DOOR
1 _ CB-1 - -
NEW
14'H%10WOVERH
COILING DOOR
GENERAL CONTRACTOR
SHALL PROVIDE NECE5ARY
TEMPORARY SHORING FOR
INSTALATION OF NEW
OVERHEAD GARAGE DOORS
SUFFICIENT TO SUPPORT
EXISTING GMU WALLS ABOVE
DOORS.
RAMP TO BE DEMOL15HED BY
DEMOLISH EXIST
G GMU WALL TO
OWNER TO MEET NEW OVERHEAD
DOOR LOCATIONS AND
EXIT DOOR MUST PROVIDE 12" CLEARANCE
ALLOW FOR N
OVERHEAD
EXHIBIT "A"
ON E PUSH SIDE AND BE EQUIPED
fa7R
W/CLO5ER AND A LATCH
SEE 2/A1.1 FOR
ETAILS
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TO PHOTOCELL
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/
MAN DOOR OPENING
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INSTALL AND 5E0URE FREESTANDING MOLDED UTILITY
SINK AND COMBINATION WALL MOUNT EYE/FACE AND
BODY DRENCH
HOSE AGGORDIN6 TO MANUFACTURERS
IN5TRUGTION5 AND IF REQUIRED BY GODS.
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GONFEREN(�E
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FLOOR PLAN — F103
O 2' 4' 8' 16, 24'
NEA
4'-H x 10' W
OVERHEAD
F-1
EXISTING
14' M x 10'. W OVERHEAD
— — —
— - - — ——i4'W,X
EXISTtNsz — 1 — —
1Q W OVERHEAD
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WALL THICKNESS DIMENTION5
ARE TAKEN FROM FINISH TO
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LIGHT FIXTURE
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THESE PLANTS AND ALL PROPOSED WORK
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IN WAREHOUSE
TO BE
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ARE SUBJECT TO ANY CORRECTIONS t
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5ELBGTED BY
REQUIRED BY FIELD INSPECTORS THAT;'
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MAY BE NECESSARY IN ORDER TO
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ST. LUCIE COUNTY
STORAGE SPACE SUGGESTED I PLAN REVIEW
5 / BASED ON AREA FOR CIRCULATION / \ M.H. = 17.5' (typ.)
BLDG:
\ DATE:
\ ELEC:
11 1 --- -- ---- If
DATE:
ul PLUMB':
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III B I I MECH:
DATE:
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NOTES:
1. ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FIN15H
G 2. ALL INTERIOR DOOR5 ARE 56" x 60" x 1 e" HOLLOW CORE FLUSH MASONITE
EXCEPT DOORS TO FRONT CLOSETS ARE 28" X 60" x 1 J" HOLLOW CORE FLUSH MA50NITE
AND DOOR TO WAREHOUSE 15 56" x 80" x 1 J" SOLID GORE FLUSH MA50NITE
3. ALL PLUMBING IN REVISED BAY SHALL BE FILLED, GAPED AND BURIED UNDER GONGRETE.
#5 HOOKS DRILLED AND
DON.LD INTO EXISTING WALL
a
G] k aa_r
8 MIN.
12" x 12' PO1RED IN PLACE
CONCRETE COLUMN W/ 4 #55
AND 1 #5 HOOPS ® 16" O.G.
COLUMN SECTION
m m E
DEMOLISH EXISTING GMU WALL TO
n
"-'--ALLOW FOR NEW OVERHEAD
DOOR
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m 2
'-9
12" x 12" POJRED IN PLACE R E
CONCRETE COLUMN W/ 4 #1 z E 1? a
AND 1 #3 HOOPS ® 16" O.C,
SEE 4/A1.1 FOR BEAM ELEVATION
CB-1 CONCRETE BEAM W/ 4 #5
CONTINUES W/ 1 #3 TIES 96" O.G.
FROM 15T Ys OF SPAM. CZ-2 SIM.
FOR MAN DOOR.
-YTFL
s CONCRETE LINTEL SECTION
r1.1 1/2.. = r-0.1
O 6" 1'
BEAM 61
CONTINUOUS
NOTE; SPLICE CONTINUOUS
BARS THUS: BOTTOM BARS AT
5UPPORT5 - TOP BARS AT
M105PAN
4 CONCRETE LINTEL ELEVATION
r1.1 1/2" = r o° -��_
O 6" 1' 2' 4' 61
1 #5 HOOK @16" O.G. DRILLED AND DONELD INTO
EXI5TIN6 ANIN 8" IMBEDMENT W STRUCTURAL
---�--EPDXY
G_2 \
1
�C,2 CONCRETE FILLED NFILL 12" GMU WALL
CELL n/1 #5
NOTE: C-2 SEE PLAN FOR
PLACEMENTS
COLUMN SECTION
1/2" = v-a, O 61, 1' 2'
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project no. 04064.04
drawn by
msg
checked by
nxg
original
issue
07/15/05
latest
revision Z2
02/08/07
latest
plot date
02/21 /07
Floor + Clg. Plan
sht A1.1 5
Copyright NXG Architecture, Inc. 2005
E
8
NEW WALL TO REBUILD
REMAINING RAMP-
1
1 EXISTING ELE
14' H x 10' W OVERHEAD
COILING DOOR
I
� RAMP/FLOOR PLAN - 'IF103
PORTION OF RPIMP TO BE
- DEMOLISHED BY OWNER TO MEET
NEW OVERHEAD'DOOR ...
LOCATIONS AND
EXHIBIT "A
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DEMOLISH EXI61. qG GMU WALL TO
ALLOW FOR NE14 OVERHEAD
h DOORS
SEE 2/A1.1 FOR AIL5
EXISTING NEW
- - ---
14' H x 10 W OVERHEAD �14' H X 10' W OVERHEAD
COILING DOOR COILING DOOR
F-7
WNAREHOU5E
AREA
GENERAL GONTRAGTOR
SHALL PROVIDE NEGESARY
TEMPORARY ???? FOR
N5TALATION OF NEW
OVERHEAD GARAGE DOORS
SUFFICIENT TO SUPPORT
EXISTING GMU WALL5 ABOVE
DOORS.
1 >r5 HOOK ®52" O.G.
CONCRETE CURB � EXISTING b" CONCRETE SLAB
W/2 1�5 GONT- W 1 #S ®4'-0" p.G.
H" CONCRETE WALL
W/ 1 #5 @ 16" O.G.
VERTICAL AND 1# 5®
16" O.C. HORIZONTAL
NEW 6" CONCRETE SLAB
1 ><5 HOOK ®32" O.G.
� 11 I
�—" 1 #5 HOOK 032" O.G.
� RAMP SECTION
2' 4' 6'
FOOTING SCHEDULE
MK
SIZE
TYPE
REBAR
' REMARK
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1`-4"XO'-10
��e
°
—"� SEE ABOVE
3—#5 BAR
STEM
'WALL
FOOTING
PORTION OF RAMP TO BE
DEMOLISHED BY OWNER TO MEET -
NEW OVERHEAD DOOR
LOCATIONS AND
EXHIBIT "A"
00
II I
G-q GB-1
WP
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HP-1
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' H x 10' W OVERHEAD
14' H,5 L W OVERHEAD
�
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project no. 04064.04
drawn by jac
checked by nxg
original
issue 07/15/05
latest
revision Az 02/08/07
latest
plot date 02/21 /07
Ramp Plan
sht A3.1 5
Copyright NXG Architecture, Inc. 2005