HomeMy WebLinkAboutBUILDING SITE PLAN - SURVEYi
NW CORNER OF THE NE 1/4 OF SECTION it,
TOWNSHIP 35 SOUTH, RANGE 39 EAST
— — 7_— —
49. 00'
NORTH SAINT LUCIE RIVER WATER CONTROL
DISTRICT CANAL NO. 44
SECTION 2, TOWNSHIP 35S, RANGE 39E
SECTION ii TOWNSHIP 35S RANGE 39E
\\� COLBOURN ROAD
40. oo'
----------
-------------------1----------------------- (40' RIGHT-OF-WAY- �_____
--------- - - - - ----------- - - - - -- -
FOUND 3' X 3' CONCRETE MONUMENT FOUND 3' X 3' CONCRETE MONUMENT
-
STAMPED RLS 2391
S 0. 10', M 0. 02'
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v SET 3- X 3' CONCRETE MONUMENT
v N89' 39' i6' E 1369. 97 — — — _ — STAMPED q+_s 2391 —
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CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY that the attached Map of Survry of the hereon descrinedpropeny is True and
Correct to the best of my knowledge and belief <,s surveyed in the field order my direction on
December 11 1991. 1 further certify that this survr-y meets the Minimum TeOnical Standards set
forth in Rule 61G17-6 FAC adopted by the Florida Board of Professional Surveyors and Mappers,
pursuant to Florida Statutes 472.027, There arr3 no above ground encrachrnents other than
those shown hereon, subject to the qualifications noted hereon.
Dated this 12(h day of December, 1991.
a m e s A. r< II
e istered Lard rveyor
Flori • Registration Number 2391
Field Book 95-03, Pages 74-76
Field Book 35-3913; Pages 64-68 REVISED 10-24-95: comply with letter from SLC dated i0-17-95
FI e / d Book 93-05 Pages 49-51 REVISED 7-21-95: update boundary and locate improvements
SURVEYOR'S NOTES:
1.
Reproductions of this sketch are not valid unless embossed with the surveyor's seal
NC`=LATTED
and contains an original signature.
2.
Lands shown hereon were not abstracted or researched by this office for
Rights -of -ways, Easements of Record, Reservations, Ownership, Abandonments, Deed
Restrictions, Zoning Regulations or Zoning Setback 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 Lines,
3.
Legal Description shown hereon was prepared by this office
4.
FLOOD NOTE: By graphic plotting only, this property is ky ifed in Flood Zone ' X ', of
the Flood Insurance Rate Map, Community Panel Number 1211IC0175 F, effective
August 19, 1991, and is not in a Special Flood Hazard. No field surveying was
performed to determine this zone and the exact location can only be determined by an
elevation certificate.
5.
Bearings shown hereon are based upon a bearing of N00"07'28'W, along the West line
of the Northeast 1/4 of Section 11, Township 35 South, Range 39 East.
6.
The subject property has no visible above ground man-made improvements other than
those shown hereon. No attempt was madd by this office to locate underground
improvements.
NOTICE:
THERE MAY BE ADDITIONAL RESTRICTI00S THAT ARE NOT RECORDED ON THIS
PLAT THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
OF THE NORTHEAST 1/4 OF SECTION 11,
TOWNSHIP 35 SOUTH, RANGE 39 EAST
December 12, 091
60 0 66 i20 180
SCALE: 1' = 60'
BOUNDARY SURVEY
Prepared for
Robert L. Snow
LEGAL DESCRIPTION
BEGINNING at a Concrete Monument at the Southeast corner of the Northwest
1/4 of the Northeast 1/4 of Section 11, Township 35 South, Range 39 East, St.
n Lucie County, Florida; thence run S89049'03"W, along the South line of said
Northwest 1/4 of the Northeast 1/4, a distance of 1368.32 feet, to a Concrete
a Monument on the East right-of-way of Rock Road and being 25 feet East of the
West line of of said Northwest 1/4 of the Northeast 1/4; thence run N00°07'28"W,
along the said East right-of-way, a distance of 315.74 feet, to a Concrete
j Monument; thence run N89036'20'E, a distance of 1369.00 feet, to a Concrete
n Monument on the East line of the said Northwest 1/4 of the Northeast 1/4; thence
run S00°00'17'E, along the East line of the said Northwest 1/4 of the Northeast
1/4, a distance of 320.80 feet, to the POINT OF BEGINNING, all lying and being in
iIJ Section 11, Township 35 South, Range 39 East, St, Lucie County, Florida and
r- containing 10.000 Acres, more or less.
J
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0
ST. LUCIE COUNTY -FT. PIERCE
FIRE DISTRICT
3 REVIEWED FOR CONIPLTANC .
_AND
STIR SECT TO FINAL FIELD IN4PFCTImy
ON
�� KRYDEX 3 [1��jJ/
• I�UE •(FiL'LT' l thC^F 6WOING PARTIES:
t••
0
mpliance to: n°"Ib,�"� 1�l �/ �y_•
W Fir ti UnCion n iohnl k of Florida
a oLLJ ern awXi?NSdr(r0lkidr$i„Oode f
co3,mStrut�nrturgllK LUCI
0 E CAUN7Y
4. Local Fire C des j
Co BUILDING DNUWN I
M BOX 3030 TELEPHONE: (407) 462�20Sfsw�tf.�:• -
PIERCE, FL 34950 FAX (407) 4624325 �J
00 %iANSAN
o C BE KEFrONd OR
Cn VICINITY MA-x EjS�4•Cc
Imin
27 7
M.rM
e
CALL 0 LUST41 NONBEFOREYOUDIG:
1-800431-4770
FOR THE LOCATNNIOFUNOEIIi MMPOWER,TELEPi
wATIN, UMM. OAS ANS CATY SEOVI CE LINES.
a^
�I. �27
VT. LUCIE
"Sk,
PIERCE
s JAMES A. KIRBY, III
REGISTERED LAND SURVEYOR
2060 S. Kings Highway
P.O. Box 1026
Ft. Pierce, FL 34954 1626
Phone (407) 464-9621
J*v '• Fax (407) 466.9326
Drawing No. 91 -0198(L)
PLATTED
1 RUSSAKIS INDUSTRIAL PARK
LOT N0. 3, P.B. 33, PG. 22
EXIST, R/W
LINE ZOLANDIIH
US
E= IND.
�I _
WESTWIND IN iERNATIONAL, INC.
I
EXIST. R/W/ LINE
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ELECTRIC SERVICE -
2T
— _
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80.23' - — — — — — ` — — —
22I-----
i
4" SANITARY SEWER
------ I PROPOSED
ouIII EXISTING
ADDITION -_
III CLEANOUT 6,026 S.F. 6,253 S.F.
/ F.F.E.= 22.50
I
z, I _I 22 I I 27 - -
/4" WATER METER 2'
'1
_
a �2-� STABILIZED DRIVE
LL \
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OUTFALL (EXISTING GROVE DITCH ` �7
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II EXISTING Wit- ✓ - - - -- - _
II I ( RETENTION AREA
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EXIST. R W LINE �— 6' VIBURNUM HEDGE
rl / / 04K -PEF (TYPICAL) (TYP.) ZONING= CC
LAND USE= ICOMM. IIII I GENERAL NOTES LEGAL DESCRIPTION
I
1. PROJECT NAME: AMERICAN CONCRETE INDUSTRIES. INC. 9. EXISTING LAND USE: MXD 14. DEVELOPMENT SCHEDULE:
BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION
2. LOCATION: ROCK ROAD 10. FLOOD ZONE: "X" PER FIRM MAP NO. 12111CO175, Construction to begin: November 1995 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN S89'49'03"W,
LEGEND
DEPICTS EXISTING PLAM TREE
DEPICTS EXISTING OAK TREE
DEPICTS EXISTING VIBURNUM SHURB
DEPICTS EXISTING SHURB
DEPICTS EXISTING GROVE
—>^— DEPICTS EXISTING DRAINAGE ARROW (DIRECTION)
20 DEPICTS BUILDING GRADING CONTOUR
LINE WITH ELEVATION
Ft. Pierce, FL. 34945
EFFECTIVE
DATE AUGUST
19,1991
Construction to be completed: 180 days
ALONG THE SOUTH LINL OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32', TO A
3. OWNER: AMERICAN CONCRETE INDUSTRIES, INC. 11.
EXISTING ZONING:
IH (INDUSTRIAL,
HEAVY)
15, UTILITY SERVICE:
CONCRETE MONUMENT ON THE EAST RIGHT-OF-WAY OF ROCK ROAD AND BEING 25, EAST OF THE WEST
ROBERT L. SNOW
LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00'07'28"W, ALONG THE SAID EAST
12.
SITE COVERAGE:
Square
Percentuge
Water Service: (F.P.U.A,)
RIGHT-OF-WAY, A DISIANCE OF 315.74', TO A CONCRETE MONUMENT; THENCE RUN A
4. ENGINEER: CULP.O. BOX 1 Aa 0ERPENING, INC
P.O. BOX 13360
Acreage
Footage
of site
Sewage Treatment: (F.P.U.A.)
.N89*36'20"E,
DISTANCE OF 1369.00', TO A CONCRETE MONUMENT ON THE EAST LINE OF SAID NORTHWEST 1 4 OF
/
FT. PIERCE. FLORIDA 34979-3360
Building
0.28
12,279
2.80%
THE NORTHEAST 1/4; THENCE RUN S00'00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE
FL. P.E. REG. 15823
Parking
O.21
9,100
2.10%
16, SITE DRAINAGE:
NOTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35
FL. P.E. REG. 24276
Miscl.
0.02
1,000
0.20
The stormwater management system will consist of
SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND CONTAINING 10,000 ACRES, MORE OR LESS.
5. SURVEYOR:
JAMES A. KIRBY, III
Total Impervious 0.51
22,379
5.10%
on site detention with discharge to existing outfoli.
2860 S. KINGS HIGHWAY
Total Open Space 9.49
413,221
94.409
FT. PIERCE, FLORIDA 34954-1826
Total Site Area 10.00
435,600
100.1)%
FL. REG, 2391
17. MISCELLANEOUS:
13. PARKING:
6. TYPE OF PROJECT:
INDUSTRIAL
No drainage alterations are proposed with this addition.
Required (2 SPACES/ 1,000
S.F.)
25
spaces
Provided
25
spaces
7. GROSS PROJECT SIZE:
10.00 (AC.)
Handicapped Spaces Required
PP P Q
1
spaces
P
18. BUILDING HEIGHT. 24'
Handicapped Spaces Provided
1
spaces
8. BUILDING SIZE:
EXISTING= 6,026 S.F.
Loading Spaces Required
1
spaces
PROPOSED ADDITION= 6,250 S.F.
A Loading Spaces Provided
1
spaces
* (Loading zone is external to building)
19, LANDSCAPING.
No landscaping alterations are proposed with this oda r _
COMPUTER
FILE REF.-FIELDBKPG./
.
9258SITE.DWG
CULPEPPER &
TERPENING,INC.
CONSULTING ENGINEERS
LAND SURVEYORS
805 VIRGINIA AV., SUITE 15
FORT PIERCE, FLORIDA 34982
(407) 464-3537
14(10'
._C. JAG. FN f?AfdCE RC)AJ
PROJECT
LOCATION
ROCK ROAD
DRIVEWAY LOCATION SKETCH
N.T.S
-
REVISIONS - BY DATE
REVISED PER ST. LUCIE COUNTY DRi-_ D.F. 10-26-9
BY
DATE
DESIGNED
CALCS
DRAWN
DETAILED
CHECKED
`
APPROVED
INDIAN RIVER COUNTY
INNIO
ROAD
'Al
rl
v
3I
WNWW STATE PARKWAY
Ot
ORANGE A�UE
PROJECT
LOCATION E WMDS '
YMM OT ROAD; n \I
- OKEECIKIBEE 11'1 1 ' .
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d . NINA NSTA sEw.
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L- BI
LOCATION MAP
AMERICAN CONCRETE INDUSTRIES, INC.
FORT PIERCE YARD
SITE PLAN
DAZE IG__
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HORI
sc
L =30'
VERT SCALE:
NONE
JOB No.
9258
SHEET 1
OF 2
2'-0.
94'-6'
20'-0'
1
20'-0'
1-
18'-0'
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TO BE RELOCATED
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EXISTING BUILDING
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FLOOR PLAN
SCALE 1 1/4' = 1'-0'
B
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50'-0'
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DRAWN
CHECKED
DATE
SCALE
DRAWING NUMBER
MEET MARPER
9
OF- 5 SHE
k
FOUNDA'PIDN NOTES
FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL
LOADING OF 2500 POUNDS PER SQUARE FOOT. A
FLORIDA REGISTERED TESTING ENGINEER SHALL PROVIDE
A SIGNED AND SEALED WRITTEN REPORT OF ON SITE
BORINGS VERIFYING ACTUAL SOIL BEARING VALUES
GREATER THAN 2500 POUNDS PER SQUARE FOOT. IN
ABSENCE. OF SUCH REPORT, THE FOUNDATION DESIGN AND
DETAILS SHOWN HEREON ARE VOID.
FOUNDATION SCHEDULES:
S-1 5" THICK 4000 PSI POURED CONCRETE WITH
6" x 6', 010/10 GA. WELDED WIRE MESH ON
6 MIL VISQUEEN OVER TREATED COMPACTED
PILL.
.S-2 4" THICK 250� PSI POURED CONCRETE WITH
6" x 6", 410/1 GA. WELDED WIRE MESH OM
6 MIL VISQUEEN OVER TREATED COMPACTED
FILL.
A 13'-6" x 5'-0' x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH 45 BARS @
6' O.C. BOTH WAYS TOP AND BOTTOM. HOOK
ANCHOR BOLTS UNDER MAT @ BOTTOM.
B 4'-0- x 4'-0- x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH 4 4 BARS @
6" O.C. BOTH WAYS BOTTOM AND WITH 4 4
BARS @ 1'-0" O.C. BOTH WAYS TOP. HOOK
ANCHOR BOLTS UNDER MAT @ BOTTOM.
C 1.'-6" x 0'-10' DEEP 3000 PSI 1NTERGRAL
POURED CONCRETE TIE -ROD FOOTING WITH 3 4
5 BARS CONTINUOUS. HOOK ENDSAROUND
COLUMN ANCHOR BOLTS, TYPICAL EACH END.
D
1'-6" x 0'-10" DEEP 3000 PSI
INTEGRAL
POURED CONCRETE MONOLI'PHIC FOO'PING
WITH
3 4 5 BARS CONTINUOUS THROUGH
ADJACRNT
FOOTINGS.
E
6'-0" x 6'-'0' x 2'-0- DEEP
3000 PSI
POURED CONCRETE FOOTING WITH 1
4 BARS A
6' O.C. EACH WAY BOTTOM ANT, WITH
14 BARS
@ 1'-0" O.C. EACH WAY 'POP. HOOK
ANCHOR
BOLTS UNDER MAT @ BUTTON.
F
5'-6" x 5'-6" x 2'-0' DEEP 3000
PSI
POUREN CONCRETE POOPING WITH 4
4 BARS @
6" O.C. EACH WAY BOTTOM AND WITH
44 BARS
@ 1'-0" U.C. EACH WAY TOP, HOOK ANCHOR
DOLTS LINDEN MAT @ BOTTOM.
G
4'-0" x 4'-0' x 2'-0" IYEEP
3000 PSI
-
POURED CONCRETE FOOTING W4TH 4
4 BARS @
6' O.C. EACH WAY BOTTOM AHU; WITH
44 BARS
@ 1'-0" O.C. HAC'H WAY 'POP. HOOK
ANCHOR
BOLTS TINDER MAT @ BUTTX)M.
N
I'•o"pST-Px 1-1"WLDE 3000
PST
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METAL ROOF
SNOWWHITE
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— — METAL SIDING N
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SOUTH _ELEVATION -_
SCALE 1 1/8' = 1'-0'
METAL ROOF- -
METAL ROOF
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WEST ELEVATION
SCALE 1 1/8' = 1'-O'
METAL ROOF -
STONE WHITE
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SCALE
DRAWING NUMBER
SHM HUNNER
3
PRE -
STRUCT'
3' WHI
FACED
WALLS
3' WHITE VINYL FACED INSULATION
WITHIN CEILING OF WAREHOUSE
.--METAL ROOF
GUTTER AND DOWN
coni lT cvcTrM
i
WALL SECTION "A"
SCALE 1 1/2' = 1'-0'
tIA
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METAL ROOF
PRE — EN'
STRUCTURI
GUTTER AND DOWN
SPOUT SYSTEM
SIDING
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y
FOUNDATIONS AS
SCHEDULED
WALL SECTION
SCALE 1 1/2' = 1'-0'
B"
PRE
STRL
METAL ROOF
WALL S E C
SCALE 1 1/2' = l'-0'
2' WHITE VINYL FACED INSULATION
WITHIN CEILING OF WAREHOUSE
TER AND DOWN
UT, SYSTEM
TI O N " C"
AL SIDING
(U
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(U
SLAB AS
SCHIDULED
PERIMETER FOOTING 2 PIT
SEE FOOTING SCHEDULE
# 5 BARS LOCATE PER
MANUF, SPEC'S
PRE —CAST PIT UNIT
BY OWNER
FOUNDATION / PIT SECTION
SCALE 1 1/2' = l'-0'
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DATE
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EXISTING
BUILDING
7
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SWITCH TO FOR HOIST POWER (TYPICAL). a �^
PANEL
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PANEL
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ELECTRICAL
SCALE 1 1/4' = 1'-0'
PE�k:I�;`f;HY:PL7LE
F'1 FEED EXISTING 200 AMP PANEL 4 N
3/0 TNWN & N6 CU GRND
IN 211C.
F2
FEED EXISTING 20U
AMP
PANEL 4 #
3/0 TIIWN & d6 CU GRND
IN 2"C.
F3
FEED PANEL 'L FROM
MDP
4 k3/0 THWN
& y6 CU GRND IN 211
C.
TRANSFORMth SCI.I t;DQI L;
X1
15U KVA 277/480/3
V.
PRI.
:120/208/3
V.
SEC.
X2
75 KVA 277/480/3
V.
PRI.
120/208/3
V.
SEC.
FLOOR PLAN
ELECT,
METER
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F
IMBER
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OF 5 SNEM