HomeMy WebLinkAboutBOUNDARY SURVEY GARAGE TIE-INcam.
SURVEYOR'S NOTES.• III
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1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND U77LI77ES ON/OR ADJACENT TO THIS SITE. THE APPROXIMATE LOCA77ON OF ALL U77LI77ES
SHOWN HEREON WERE TAKEN FROM ASBU/LT DRAWINGS AND/OR ON -SITE LOCA77ON AND SHOULD BE VERIFIED BEFORE CONS7RUC77ON
2. NO ATTEMPT IYAS MADE BY ZHIS FIRM TO LOCAIF UNDERGROUND F0077NGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE.
3. LANDS SHOWN HEREON MERE NOT ABS7PAC7ED FOR EASEMENTS AND/OR RIGHTS OF VIA OF RECORD EXCEPT AS SHOWN ON 1NE RECORD PLAT IF ANY.
4. 517F AREA: 29700 SOUARE FEET.
5. FLOOD NOTE.- BY GRAPHIC PLOT77NG ONLY, THIS PROPERTY FALLS IN FLOOD ZONE X, ACCORDING TO THE FLOOD INSURANCE R47F MAP NO.
12111C-0277-✓, DATED- FEBRUARY 16, 2012.
6. THE BEARING BASE OF THIS SURREY IS ALONG THE VIEST RIGHT OF WAY LINE OF PINE7REE DRIVE (NO0 00'00 E) SCANNED
7. LEGAL DESCRIP77ON FURNISHED BY CLIENT.
8. ALL BEARINGS AND DISTANCES SHOWN ARE PLAT AND MEASURED UNLESS OTHERMSE N07ED.
9. ADD177ONS OR DELET70NS TO SURVEY MAPS OR REPORTS BY OTHER THAN 7HE SIGNING. PARTY OR PAR77ES 15 PROHIBITED WITHOUT WRITTEN CONSENT OF(�f�Q p���
7HE SIGNING PARTY OR PAR77ES m7A.�u
10. OWNERSHIP OF FENCES SHOWN ON THIS SURVEY (IF ANY) ARE NOT DE7FRMINED BY THE UNDERSIGNED
11. ELEVA77ONS SHONIN HEREON ARE BASED ON NORTH AMERICAN VER77CAL DATUM OF 1988.—
ST LUCIE COUNT BENCHMARK USED. • STAURED 'NICK' ELEVA770N = 16. of'
BOUNDARY SURI/EY/GARAGB TIE-IN
6101 PINETREE DRIVE LOCA77ON MAP. • NOT TO SCALE
ST. LUCIE COUNTY, FLORIDA
LOT 16 LOT 38 ��-
I
FENCE CORNER FOUN 4'x4' COI{[XrE7E
(0.1' W, 5' S) M uMFa✓r No ID N90'00'00 "W 300. 00' OD (O ID) ►s�P �' ,bIRON hp
4' HOG WJRE FENCE 6' vw FEN r y WATER
N Fmcr O/AC p i METER
b
165.7 y�qt 170.3' c N MES
I e RECAIC
IC I
t� t� r METER
e O
FORM BOARDS Gt2o'
LOT 17 LOT 39 << F 1 3 o z•'covcrzTF
�+ 14' o OR/tEWAY -
21.MES
70 c
LL
OQ
�wJJll� � o
N 1
h III
LOT 18 I I NORTH 112 OF LOT 40
FINX 4' HOG fiWE FENCE CHANCE 1\
(1J31 �' C�ER FAUN NO IRON N90 00'00"YY 300 00'
(f.3' W, dddddd 5' N) R (NO /D)
ISI)TH 112 OF
I C 4 HIGH AL�FFFFW/
MLUMwP�®OL�aFEN;CE
4' VVI'D�ES
SURVEYOR'S CERTIFICATION• I
SURVEY MAP AND REPORT OR THE COP/ES Tj
OF ARE NOT VALID AIHOUT
THE SIGNATURE AND 7HE ORIGINAL RAISED SF Ij/ I ,?19A LICE SED
SURVEYOR AND MAPPER. THE SURVEY DERICS NpT COVERED Y
PROFESSIONAL LIABILITY INSURANCE. I
FORM BOARD 7TE--IN CRAIG D. ATSFOF
1-22-2016 PROFESS NALEYOR & MAPPER
NO. 564f STA FLORIDA
w � �
SH f0' Z� I V
C
0
ff?P 3QA0' �63
FOUND ROD (O ID) N
f111'S„ t 4�-
LEGAL DESCRIPTION:
LOTS 39 AND THE NORTH ONE-HALF OF LOT 40, BLOCK 11 OF INDIAN RIVER
ESTATES UNIT TWO ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK laPAGE 46, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
CERTIFICATIONS•
1. GARY C. GRIFFITH and VALOR/E JO GRIFF17H
mIN. 0ETBAcK R,E0.
-
SIDES
CNR SIDESd,
REAR ►5
ZKIG.
4
LEGEND:
/D = IDEN77RCA77ON
h
AIC = AIR COND177ONER
e
COI! = COVERED
g
P = PLAT
h
M = MEASURED
YIPP = WOOD POWER POLE
OE = OVERHEAD ELECTRIC
S
16 SPOT ELEVA770M
FOUND 5 8'IRON
F.F.E.= FINISH FLOOR ELEVA77ON
ROD N ID)
MES = U17FREO END SEC7701V
EL. = ELEVA 77ON
CONC.= CONCRETF
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q v
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Off@ v
(Z) I
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>�03
CQ
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C.D.W.C.D.W.3/2015
_ 30,
ff
5-165
STANDARD
FENCE SECTION
STANDARD YARD GATE
4
<
Cl)
L
C5. a
in
�
L3
Q) 41'
Ln 0)
4�
C
< ii
!1
Y2"��
d
00
<4-
�u 11 1!, 1111 111,
E
THRUBOLT
(U
+>
elevation
FeLev-:1
CU (4-
Cki
U-)
CORE DRILL
--concrete
11
encasement
Li
Use 8000 PS!
NCRETE
CONCRETE
TO 60' WIDE
grout
REMOVEABLE FENCE SECTION
IL
2.25;�
MAX
jUP
2.25 SO X .095 SLEEVE
GROUND
SHOE MOUNT DETAIL
WALL MOUNT DETAIL
P-0❑L—FENCE SECTION
P❑❑L GATE
PAST
S'
NAP
TYPICAL CAST
TOP WALL MOUNT
TOP CAP
0�
Z< L LJ >
LO <
_j0
Ln
TOP CAP SLIDES
0 0
LLJ X
_J <
41
0
a-1
3 3
Y2 14 TEKS
WHERE HEIGHT
IS
INTO WALL MOUNT
en.
U 2:
OD -P -C
C'
NECES.SARY T 13 OF P,
�2
#10 SELF
ATTA �[J]f -13ST
S CH 'WHERE NEI
L STING" -
A13 PLATE _'D �PP'R[J'v ADJU
3, /F (313T ' ; , ; , "ECE��Ap'y'� T�; �TMENT
4, ER WITH FOUR E
EXP J
ANSION
TAPPING MIN.
SCREW PENETRATION
e V MIN. INTO CONCRETE—,
SPACING
�CC
X 11
CU < <
2:
TO P BQLTS'� j
INTO
COMCENE:T RETERATE: A MINIMUM
IN
- 1'4�1 13F_
CHANNEL SLIDES
INTO WALL MOUNT
i
0
0 0
X
a_
WIDE
1UP TD 60 E
i
I
C 0 N RETE
ALL GA TES INCLUDE:
NOTE: Aluminum parts shall be welded with an
inert -gas -shielded are or resistance welding
—TYPICAL - CAST
�BOTTOM CHANNEL BOTTOM WALL
f
2 EACH SELF CLOSING HINGES
process. No weldint process that requires a
welding flux shall e used. Filler alloys
complying with the requirements of the standard
T MAX —C
CAST SHOE MOUNT
(FBC 2014) shall be used. All welding of
ALL GATES FOR A POOL MUST HAVE, LATCH MOUNTED 54, FROM THE,
structural aluminum members shall be
BOTTOM OF THE GATE.
performed by certified welders
ON 4FT HIGH POOL GATES, USE MAGNA LATCH OR APPROVED CHILD
SAFETYLOCK.
ALL FASTENERS ARE #IOXY4" CERAMIC COATED (NON -CORROSIVE) SCREWS.
1. EXTRUSIONS SHALL USEALLOY6061-776 OR 6005-T5
2. THE CONTRACTOR SHALL INSULATE DISSIMILAR METALS TO PRETIENT
ASSEMBLY
METAL
ELECTROLYSIS
3. FENCE HEIGHT FOR POOL SHALL BE 48" MINIMUM.
3 /4'
4. FOOTING CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN 2,500 PSI
Top Cap and
Snap Plate
F2 4 6 8"
1.625
IN 28 DAYS.
S. THIS DESIGN MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS
0.03E�_
045
OF 2017 FLORIDA BUILDING CODE, 6(h EDITION RESIDENTIAL 107.2.1
'pickets screw
1.21
2[M .066'
.75X.75X.038 1.625X1X.045
PICKET
BOTTOM CHANNEL
ALUMINUMFENCING
.-
fastened to
2.468X1,219X.051
2X2X.066
snap
plate and bottom
TOP CAP
3 SIDEDPOST
U.
of
channel, snap
plate screw
0.036
PRINCE
fastened to
2'post and post
_165—
L2.016
IE
DEVELOPMENT GROUP
3608 E. INDUSTRIAL WAY
Snap, all W/#loxl Snap plate snaps
yp
.050-/'
---I
RIVIERA BEACH, FL 33404
hex -head 2'Post and Snap into 3 Sided post
sheet metal screw
2.016X.050
1.795X-065
lxlx.036
P: 561-840-3300
F: 561-855-4821
A&G CONCRETIE POOLS # 17682
screw fastened
to Bottom Channel
PICKET
TOP CAP POST SNAP PLATE
w/#lOXlY2 hex -head
SNAP PLATE
C71ZIFFITW IZESIDENCE
6101 PINETIZEE DRIVE,
sheet metal screw
FORT PIERCE, FL 34982
LOT 391 INDIAN IZIM ESTATES
S77. LUCIE COUNM FL
j FENCE -1/5/2018
`i?o:5 ✓ co(z
ST LITCTE rOjTv'BUIT
R-EVNIVED FOR CO, SIOv
REVIEWE E
DATE ��
PLANS AND PERMIT Mil
OR NO INSPECTION WUL KEP ON JOB
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESIARY IN ORDER TO
COMPLY WITH A.14 AFP A94 009EE,
" CRA► ED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
RECEIVED
MAR �
ST. Lucie County, Permitting