HomeMy WebLinkAboutCommercial Addition__ .._..,... , _...._..,_.__.-..._._ w._._._.._.�_,. _�._._�,_..._..._ �. _ ..� ....r....
sT. LUCIE COUNTY DEPARTMENT .
of
COMMUNITY DEVELOPMENT
FILLED LANDS AFFIDAVIT
Z, the undersigned, am the owner of the following described property,
for which I have applied to St. Lucie County for a Final Development Perm. In
accepting this Final Development Permit, BP Number
I, acknowledge that as owner of the above described property, and in accordance with
Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for
assuring adequate drainage so that the immediate community WILL NOT be adversely
-affected. I further acknowledge that in granting this permit for the development of this
property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any
form, adequate drainage off my property which will not adversely affect the immediate=
community.
V V y uhkjn 11�611 y/Z�
Property Owner Date Properly Owner Date
(Pant) (Signature)
ACKNOWLEDGEMENT
STATE OF FLORIDA )
COUNTY OF /' )
SWORN O AND 9MSCRIBED before me this I.
Siena:- = ci No
Commission T4u(n1)cr
VEGETATION
ENVIRONMENTAL
PLANNING/.SITE PLAN
CODE ENFORCEMENT
USA
TAZ
WATER SUPPLIER
SEINER SUPPLIER
DER CERTIFICATION
FL DNR (CCCL)
FL DOT
SLC STORMWATER PER
MANGROVE ALT
SEA TURTLE PROT
FOR OFFICE USE ONLY
REGUIREO GATE RECEIVED
NOT REQUIRED
fl
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fl
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-
f1
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f3
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-
[3
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REQUIRED FEES
SP VALUE .
PLANS REVIEW FEE $-
C OF C FEE
RADON FEE $
�-
-- -_
RCPT
ROAD IMPACT FEE
ROAD IMPACT DISTUCT
-
e ROAD- IMPACT` CREpIr •YES
ROAD IMPACT ZONE -
ALLTEPNATE DEVIF9EEE. NO
t I
-
ALT_ DW FEE ZONE -
SCHOOL IMPACT FEE
--SCH00L 60ARp
- POLICE IMPACT FEE ON
t I IVO j
_
_
FIRE IMPACT t$ $
SUS PERMITS REQUIRED
_
NOT_R_EQufRED
GAS
_
AIR CONDITIONING
f ]`
ELECTRIC f
II
PLUMBING- f�
SCREEN ENCL/FENCE
-
ROOF f
DRIVEWAY f
fl
'
f�
ZONING CHEC�<S
COvt-W�GL
�_01
STA
9L I
11 Y.R. LINEff
FT To TANKS
X1 S'T A S P H A T
INSTALL NEW'll 3' X 4- RAISED
SAW UT & REMOVE
�L
SAWCUT REM
I
VE EXIST.
CONCRETE DISPENSER IS
\LAND
EXIST CONCRETE FOR
PAVEMENT k R
NEW 6" CONC.
CE W.
W/
(TYP. OF 4)
INSTALL (8) NEW 'HOR9\*
REQ*D TANK WORK.
REPLACE W/ NEW 8*
6x6.6/6 WWM-
oumkR POSTS
CONCRETE W/ 6X6,
6/6 WWF REINF.
WtTAI f NrW %"dl
r.
CpMjI40
TRACT "D"
THISSITE
PR*1AStA
A
ARp
V5
LIA -roNs 0,,
LOCATION MAP
LEGA L DESCRIP310k
A PORTION OF TRACT *D" RIVER- PARK UNIT 3, ACCORDING MTHE PLAT
THEREOF AS RECORDED IN, PLAT BOOK 10, AT PAGE W OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA. AND MORE'PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE MOST EASTERLY CORNER OF SAID TRACT "D", RUN THENCE
S 62*22*00" W ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT .*V
307.82 FEET TO A POINT, OF CURVE; THENCE RUN SOUTHWESTWARDLY ALONG
TH ARC OF A CIRCULAR CURVE TO THE RIGHT HAVING A RADIUS OF 1011.10
FEET, A 'CENTRAL ANGLE OF 64*24'36*, 77.82 FEET TO. THE PLACE OF LAJ
BEGINNING: RUN THENCE (T) SOUTHWESTWARDLY ALONG THE NORTHERLY
RIGHT OF WAY LINE OF PRIMA VISTA L BOULEVARD (10O.FEET RIGHT OF WAY)
AND ALONG A CURIA TO THE RIGHT
WITH A RADIUS Of 1011.10 FEET, AN
ARC DISTANCE OF 151,87 FEET, (N CORD BEARING' AND' DISTANCE OF SAID
ARC BEING S 71-04'47*)k 151.73 FEET) TO A CONCRETE MONUMENT IN LAJ
THE EASTERLY LINE OF AMERICAN TELEPHONE & TELEGRAPH COMPANY EASE
MENT. THENCE (2) ALONG SAID EASTERLY LINE OF AMERICAN TELEPHONE & ,
TELEGRAPH COMPANY EASEMENT N 27-36-03- W. 102,14 FEET TO A
CONCRETE MONUMENT IN A LINE OF LAND NOW OR FORMERLY OF GENERAL
DEVELOPMENT CORPORATION; THENCE (3) ALONG SAID LINE OF GENERAL 0 'o
DEVELOPMENT CORPORATION 62' 24*57" E. 150.00 FEET TO AN IRON U-
ROD IN ANOTHER LINE OF LAND NOW OR FORMERLY OF GENERAL DEVELOPMENT
CORPORATION; THENCE (4) ALONG SAID LINE OF GENERAL DEVELOPMENT uj L , I
CORPORATIONS 27*35'03" El 1MOO FEET TO THE PLACE OF BEGINNING.
NOTE: LEGAL DESCRIPTION IS TAKEN FROM
<
TOPOGRAPHIC & BOUNDARY SURVEY PREPARED BY. Ld
BARNEY A HERRICK, REG. LAND SURVEYOR NO 1993
L"U
HERRICK & ASSOIATES, INC. X
LAND SURVEYORS Q. CL
638 W., WINTER PARK STREET z 0
ORLANDO, FLORIDA 32804 < U-),Q�
(.305) 843-3922 0
Q_
SCOPE OF WORK: M a
1. REMOVE (2) EXISTING DISPENSER ISLANDS & DISPENSERS. z
2- REMOVE EXISTING AREA CANOPY, COLUMNS & FOUNDATIONS.
3. REMOVE EXISTING CONCRETE DRIVE SLAB AT AREA OF NEW, z
DISPENSER ISLAND INSTALLATION. o
4. INSTALL (4) NEW 2' X 7-4- DISPENSER ISLANDS & MHD DISPENSERS
5. INSTALL (8) NEW -HORSE-SHOE- TYPE STEEL, BUMPER POSTS,
6. INSTALL NEW 36' X 67' AREA CANOPY COMPLETE NTH NEW
COLUMNS, NEW COLUMN FOUNDATIONS, ELECTRIC, ETC.
NEW CANOPY FURNISHED & INSTALLED BY OTHERS. >
7. INSTALL (12) NEW LSI CANOPY LIGHTS WITH DROP LENSES.
0
N
8. ELECTRICAL CONTRACTOR TO FORN, & INSTALL ALL NEW ELECTRICAL
AS REO'D FOR: CANOPY SiGNAGE, CANOPY LIGHTING. DISPENSER POWER,
INTERCOM SYSTEM, DISPENSER CONTROL WIRING ETC.
ALL NEW ELECTRICAL TO BE CIRCUITED TOL
EXISTING PANEL CIRCUITS
OR EXISTING PANEL SPARES,
9. GENERAL CONTRACTOR TO FURN. & INSTALL NEW SINGLE WALL FIBERGLASS �co
STAGE if VAPOR RECOVERY LINE (V.R.) & CAP AT DISPENSER ISLAND.
CONNECT TO EXISTING TANK VENT RISER, MIN SLOPE 1/8" PER FOOT
co
FROM DISPENSER ISLANDS TOTANKS REM G.C. TO VERIFY IF DROP
OUT SUMP IS REO'D FOR PROPER INSTALLATION AND OPERATION. WCA
10. INSTALL 4 NEW FIBERGLASS DISPENER SUMPS
CN
fow a
11. G.C. TO FURNISH & INSTALL NEW 2- INSIDE 3" DOUBLE WALL FIBERGLASS
PRODUCT PIPING Ja
0 V* It
t
0
NOTE: $,"ll
a) llp
ELECTRICAL TO BE INSTALLED PER LATEST
N.E.C. SECTION 514 AND NFPA A. -K W
ELECTRI
AL DiSCONN CT AT SIGNS PER CODE. Ab
G.E. MODEL NO TG3221R (2POLE) Ul,
#E46692. G.0 TO UTILIZE EXISTING CIRCUITS
(MIN. 20 AMP) W/#I 0 THWN WIRES PULLED
TO EACH SIGN.
Dil!
Lo
tLRE
FO!"� (1,
Go
fD!,
C)
RIGID CONDUIT Q
a_
X
0
SEALING COMPOUND
USE COMPOUND MADE EYS CONDUIT SEAL cp
BY MANUFACTURER OF FITTING (XP)
<
SEAL FITTING
_j !w a.
PUSH CONDUCTORS AWAY
FROM THE FILLING OPENING
& FORCE THEM APART SC
THEY DO NOT LIE IN CON PACKED FIBER DAM
TACT WITH EACH OTHER.
ALONG THEIR LENGTH, PUSH
SHREDS OF PACKING AWAY
_
0 �� kz
FROM THE CONDUCTOR T
PREVENT GAS LEAKAGE PATHS Q
NOTE: PRO\4*E EXPLOSION PROOF SEALS, 19" A.F.F. N
>01, CLASS I DIVISION 2 L
ACCOODANCE WITH ARTICLE f L
OF T�.IE 1984 NATIONAL ELECTRICAL CODE - TYPICAL UN S
FOR *LL UNDERGRIDUND CONDUIT STUB -UPS INTO COOP. R I A, F
SEAL F
ITT! N5TALLATION
G`
XlS. JOB #
E.
�:;
WET
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V
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it
24'--0" 21'-0„ 8'_O►$ _ I
.040 PREF-ALUM. CEIL.
PANELS ® 12" O.C. &
FASTENED TO L-2" x 2"
x 1 /S" x 6" LG, W/2-
F
to
I
zo
I
w
EXISTING BUILDING
G BUILDING
DESIGN CALC,
LIVE LOAD - 20 PSF
DOWN LOAD - 28 PSF '
UP LOAD - 28 PSF
SIDE - 35 PSF
BASIC WIND LOAD - 110 MPH
-GENERAL NOTES:
1. STRUCTURAL STEEL SHALL BE ASTM A-3,6 SPECIFICATION.
ALL STRUCTURAL STEEL TO BE PAINTED ONE SHOP COAT
OF RUST INHIBITIVE PAINTOR EQUAL TO RUSTOLEUM.
SPOT PAINT ALL FIELD CONNECTIONS AND ABRASIONS.
2. ALL ALUMINUM SHALL BE 3004/1114.
3.ALL BOLTS TO BE 5/8" DIA. U.N.O. MATERIAL A--325
4.ALL WELDING TO BE ACCORDING TO A.I.S.-STANDARDS
AND SHALL BE PERFORMED BY CERTIFIED WELDERS.
ALL WELDS TO BE CHIPPED AND WIRE BRUSHED PRIOR
TO PAINTING.
5.ALL REINFORCING STEEL TO BE ASTM A--615 AND 305`
GRADE 40.
6. CONCRETE FOOTINGS DESIGNED FOR 2000 P.S.F. SAIL.
CONCRETE TRANSIT MIX FOR 2500 PSI.
ORANGE STATE IND. INC.
1811 N.W. 16th. ST. POMPANO BEACH FL. '33089
NOTED mAwN 9Y: L.D.S. I DAM 08Z 18 94' A"- AN'
WM. M. MEYERS, P.E. Mechanical Engineer
Registrottion # 1875
9301 NE 6th. Ave. C--300, Micmi Sl *ros, FL 33138
ift sin: PRIMA VISTA MOBIL
815 E. PRIMA VISTA BLVD.
cusrom PRIMA VISTA MOBIL SERVICE # 3903
815 E. PRIMA VISTA BLVD. am Ro.
PORT ST. LUCIE, FL. 34952 2 2 9 R
. • r.lt r% A f nf1 n 4 f n" G7 1 rp
�-%HQR BOLT PLAN
-
EXISTING BUILDING
i TYP
1/4
cy
�C,4 IX
w�
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t0
r
PL. 3/4" x 1 W x 1 "— fi" (4)-1 3/8 poDIA. HOLES FOR
TY P,
! SCALE:
!
(-� t —�-1
f EXIST. BASE PLATE
!
f
EXIST. ROUND COLUMN (1) �) !
!I i Ii
OWN
4 A 0
QO ! A i4.
O "AA
A 4
2'. EXIST. F
�.A A.d I'A 4
E� �: �.:. .......:.. �... s9.......�
DETAIL 1--1
EXIST. FOOTER
1 /4" DiA. ANCHOR BOLTS
cx}TEa
PL. 3/4" x 1 W x 1 "— fi" (4)-1 3/8 poDIA. HOLES FOR
TY P,
! SCALE:
!
(-� t —�-1
f EXIST. BASE PLATE
!
f
EXIST. ROUND COLUMN (1) �) !
!I i Ii
OWN
4 A 0
QO ! A i4.
O "AA
A 4
2'. EXIST. F
�.A A.d I'A 4
E� �: �.:. .......:.. �... s9.......�
DETAIL 1--1
EXIST. FOOTER
1 /4" DiA. ANCHOR BOLTS
cx}TEa
(4)--1 1 /4" 0 x 2'-- 6" x 8" HOOK
i ► ANCHOR BOLTS W-- V G
LE ELIN
NUTS AND WASHER EACH.
•..' .:,tea •r4•'.. '..••
A. ti• Q 4' I 4
ui
:3 0 A + U
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4:
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t1r1 A 4 . tC
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A i ,4
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V.A
4 'A aA cJ KEBABS 1 fi" O.C.
3" COVERAGE AT ENDS
F. 0- T-�G BASE PLATE DETAIL
N.T.S. _
ORANGE STATE IN-D. INC.
1811 N.W. 1 nth. ST. POMPANO H. F
NOTED I OWN BY: .�.�. Wit' Wit/9410p. art
WM. M. MEYERS, P.E. Meoha aiiI Engineer.
Registration # 187.55
:
9,301 NE 8th. Ave. C-30 Mldrni arse ILL 33130
xm vm-. PRIMA VISTA MOSIL
815 E. PRIMA VISTA BLVD.
cup
PRIMA VISTA MOBIL SERVICE3 3
815 E. PRIMA VISTA BLVD.
PORT ST. WCIE, Fl-. 3 2 - ►
:.
s
r
i
O.C.
C.
2 # 12 ,TEKS 2'
3 -2 _1 /2" x 2 1 /2" x 18GA. GALV. WELDED BRACKET 0 4' O.C.
0 #14 TEKS 4 PER BRACKET (TYP.)
@ (4)5/8" 0 BOLTS.
L-1 1 /2' x 1 1 /2" x 1 /8" CLIP WELDED TO STRINGER
? (2) `BRACES --FLAT BAR 1/4' X 2' 0 EACH STRINGER
2 #14 TEKS 12' U.C.
3" RAIN LEADER
r 1O "N' POINTS 12" O.C.
11 YOKE
(4) 3/Er STIFFNER PLATES
@ (4) 3/4" 0 BOLTS
14 CAP PLATE-3/4 X 11 X 1'_fr
SEC
TIQU A--►
fCJILE M.T.Q.
I«-
I. .
�y
a a
v
i
3/8 0 BOLTS
ALUM. PREFAB ROOF DECK
13 YOKE
(D 20GA. GALV. TOP CAP , 4 STRINGER
O2 #12 TEKS 2' O.C. 15 (4) 5/8' 0 BOLTS
3/8 X 4 X 0'-6" 3 16GA. GALV. U—BRACKET ® 4' O.C. 16 20GA. GALV. FURRING
STIFFNER PLATE ® #14 TEKS 4 PER BRACKET
@ .050 ALUM,
CENTERED ON CAP PLATE � (4)5/Er 0 BOLTS
18 5/32' 0 ALUM. RIVET 0 i 8" O.C.
16 TS 10 X 10 X 1 /4 COLUMN 6� L-1 1 /2' x 1 1 /2' x 1 /8' CLIP WELDED TO STRINGER 12' O.C.
Q(D (2) BRACES —FLAT BAR 1 /4" X 2" o EACH STRINGER 19 "A' POINT ® it O.C.
1 ALUM. PREFAB ROOF" DECK @ 1 /4' 0 S.S. BOLT 0 24' O.G. -
8
i 8 L 2 1 /2' x 2 1 /2" x, BGA. GALV. 0814 TEKS PER CLIP -�" O.C.fl.c. #
(USE ON 30' FASCIA do LARGER) � 8x 11.5 C—CHANNEL @ (2) L 2 1 /2 X 2 1 /2 X 3/16 HORIZ. BRACING
19 20GA. GALV. FURRING W/2 #12 TEKS 10 "A' POINTS 12' O.C. C
® TOP FLANGES (TYP
@ .050 ALUM.
SE-__ TIOR".�` W/2 — 5/8 0 BOLTS O EACH STRINGER
lt3llL N.T.&
5/32' 0 ALUM. RIVET 0 18 O.C.
Q "A" POINT 0 Ir O.C.
O
O
,1
0 �'F 13
lw
v
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1VAN
I
1 1
0
I
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I I
3/8 0 Was
t!„5' ALUM. PREFAB ROOF DECK
3 YOKE
(D 21 A. GALV. TOP CAP STRINGER
#12 TEKS 2' O.G. (4) 5/8' 0 BOLTS
18GA. GALV. U—BRAiCKET 0 4' Q.C. I� 20GA. GALV. FURRING
#14 TEKS 4 PER BRACKET
1� (4)5/fr 0 BOLTS .050 ALUM.
L--1 1 /2' x 1 1 /2" x 1/Er CUP WELDED TO S IONGER It O.C. @ 5/3t 0 ALUM. RIVET 0 18' Q.C.
(2) BRACES -FLAT BAR 1 /4' X 2" 0 EACH STRINGER 'i 9 "A' POINT 0 it O.C.
2 #14 TEKS PER CUP @ 1 /4" 0 S.S. BOLT 0 24' O.C.
Sx 11.5 C--CHANNEL (2) L 2 1 /2 X 2 1 /2 X 3/16 HORIZ. BRACING
"A" POINTS 1 x O.C. @ TOP FLANOM ('TYF')
�_ECTION C—Q
W/2 -- 5/8 to #i.TS 0 EACH STRINGER
N.r. @ EXIST. TS1`0" o COLUMN