HomeMy WebLinkAboutSurvey Report 9-13-131-1
'SURVEY REPORT
���°�
11 3 2013
CONDOMINIUM PARCEL LOT 465, SECTION II, IN THAT CERTAIN CONDOMINIUM
KNOWN AS OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND, AS SHOWN BY
THE PLAT RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN
AND FOR ST. LUCIE COUNTY, FLORIDA, IN PLAT BOOK 16, PAGE 1;1A THROUGH 1J.
1
1.)
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE.
2.)
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
3.)
ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON
UNLESS
OTHERWISE NOTED.
4.)
DESCRIPTION FURNISHED BY CLIENT.
5.)
PARCEL SUBJECT TO ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS
OF WAY.
6.)
ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE NOTED
7.)
PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES.
8.)
PARCEL CONTAINS: 1,950 SQUARE FEET OR 0.04 ACRES MORE OR LESS.
9.)
STREET ADDRESS:465 NETTLES BOULEVARD
10.)
PARCEL GRAPHICALLY LOCATED IN FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.)
ZONE.--AE(EL6) , COMMUNITY PANEL No. 12111CO311J.
11.)
ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF
1988(N.A.V.D. 88).
12.)
THIS SURVEY FALLS WITHN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER
61G17-6.003, FLORIDA
ADMINISTRATIVE CODE. ALL FIELD MEASURED CONTROL MEASUREMENTS EXCEEDED
THE ACCURACY
REQUIREMENTS FOR THIS CLASSIFICATION.
13.)
BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF N70-30'00"
E ALONG THE
NORTH LINE OF LOT 465
14.)
THIS SURVEY REMAINS THE PROPERTY OF MIXON LAND SURVEYING, INC.
15.)
WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CERTIFIED TO:
ROBERT H FETHERLIN
MAP OF BOUNDARY SURVEY
THIS SURVEY IS NOT COMPLETE UNLESS ACCOMPANIED. BY SHEETS 1 THRU 2 OF 2.
- MIXON LAND SURVEYING, INC. SURVEY DATE: 5-20-13
12450 NE 26TH AVENUE JOB NO. 13-039
RIC R MIXO, .13-039
MIX N LAND S RVEYIN INC. OKEECHOBEE FLORIDA 34972
PR FESSIONAL LAND. SURVEYOR 863 610 2200 BY: RAM
STATE OF. FLORIDA CERTIFICATE NO. LS 3335 CERTIFICATE NO. LB 4199 SHEET 1 OF 2
SCALE
0'
20' 1" = 20' 40'
60'
THIS SURVEY IS NOT COMPLETE UNLESS
ACCOMPANIED BY SHEETS
1 THRU 2 OF 2.
LEGEND:
FH = FIRE HYDRANT (PR) = PRO -RATED
POB = POINT OF BEGINNING R/W = RIGHT OF WAY
ECB = EDGEOFBASIN�
UP =WOOD UTILITY POLE
= GUY ANCHOR
PH =PHONE (D) =DEED
SS = SEWER SERVICE (P) - PLAT
POC =POINT OF COMMENCEMENT D.E. = DRAINAGE EASEMENT
ORB = OFFICIAL RECORD BOOK U.E. = LmUTY EASEMENT
MES = MITERED END SECTION
CMP =CORRUGATED METAL PIPE
—q—= OVERHEAD UTILITY
WM = WATER METER (M) = MEASURED
R - ARC
CCIUS LENGTH x0S' = EXISTING ELEVATION
RCP = REINFORCED CONCRETE
—X— = FENCEUNE
® = WELL (C) = CALCULATED
A = DELTA ANGLE .op = PROPOSED ELEVATION
SMH_ SEWER PIPE
TV = CABLE RISER
WV = WATER VALVE ELEV.= ELEVATION
C/L = CENTERUNE TOB = TOP OF BANK
DMH = DRAINAGE
MAP OF
BOUNDARY
MIXON LAND SURVEYING, INC.
SURVEY DATE: 5-20-13
12450 NE 26TH AVENUE
JOB NO. 13-039
SURVEY
OKEECHOBEE FLORIDA 34972
.13-039
863 610 2200
BY: RAM
CERTIFICATE NO. LB 4199
SHEET 2 OF 2
d
—4
v t
9 a
3 m
1
eltr uG
trwer nar. 1tlQOr ter.
11J7lf 1114 s m R UTAFff" 'LAW be 1117 sc RAPT i
1INe �nolugi \ THIS SEC MNS
----7-- -- A, 31%r
N 3/Y OLT I ( h %1RL
ID [
I " •n i�
1 P
+ •e
—" .0 w h r
OR
ER
silo
N I
j� II 7� � \ 1 � f r • I w
44
mar •
a
H3/rmy � I ` �� aye vp
I �r ON1-4
wAtc
4tH 7i1 IT eta
I • e s' A
ML
mil-
j I l I 'd at e
— 3B' r 8Y gIgIL >mt.�
301 1io1/ is q
lope
FWin m Tir x tG 1 1 u I/Ir UK •,
a1 ® 19 3/� 11t 1 fYlie
A
N'
1111
1,' - 21'
14 - Z.
Ae •�
NONCIRCULAR CIRCULAR RECESSED
LR31 L5.63Type 11 LR311:5.63 Type III
Pcftder: 4--6;• Perimeter.'>E1
*HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS.
2 X 2
MIN. (3) SIMPSON'S SIDS 1/4' X 4-
WOOD SCREWS FOR RIM JOIST TO P(
CONNECTION.
2X6 P.T. LANDING CONSTRUCTION
16' O.C. FLOOR JOISTS
USE SIMPSON'S WS26 JOIST HANGERS
OR EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION. -
LUS26 —FL PRODUCT APPROVAL A FL 10655,111
30' GROUND ANCHOR
W/ TIE DOWN STRAP
(BOTH SIDES OF LANDING)
'-e X 2'
ANGLE
BRACKET
(1) 2 X 10 P.T. ATTACHED TO POSTS -
USING (4) SIMPSON'S SOS 1/4-X 3-1/2' WOOD SCREWS
OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION.
(2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY)
OBL 2X10 TO POSTS USING SIMPSON'S LUS 210-2
LUS210-2—FL-PRODUCT APPROVAL 9 FL 10655,107
•
E „ L ,� A •VF I� - •- • • �V I�r,
NOYES
THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.
THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE
MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJEI
OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
X 6 RAIL CAP
ALL NOT ALLOW
. OF A 4' DIAMETER SPHERE
2 X 4 TOP EN BOTTOM ATTACHED TO
TO POSTS WITH (2)/8 WOOD SCREWS
ON INSIDE FACE
OPENINGS FOR REWIRED GUARDS ON THE
SIDE OF STAIq DREADS MALL NOT ALLOW A
SPHERE 4-3/8 TO PASS THROUGH.
THE P(ASSCCA��GffE POF IA 8" DIAMETER SPHERE.
BAL/— WTTOM
/ (2)%8 WOOD SCREWS OR OR EQUIV.
Jill o
pAA B
DmwhV Nw ber.
81
STEP
CONSTRUCTION
VERTICAL VINYL SKIRTING ( components a installation
I
��SACK
ATMACyCo W,7W
311, INUCH SCREWS 16"APART
i
$lUAPS 10 ro Tags BACK -
1410E9 SCREWS AND PAtd�t, GvTg
V TED PAIVEL-- -�
�.91n4Kcs tie Fao-r
SECWREB dF VE14r1LA'rbN
`r0 'MP. 944C Awck
13&r'iaM rztu tt we -/y a- Sc.QEw5
1
iALL PANE LS 44M ACLE sOt t3:.E � ��
RE"O 1NG ihP r'ROAOT dWA FuL—, i'up *IV PAPJ64 u
a21EdM, ' A'c K
XrrAcmro Ta Ggg0,j+u1a
W eTK 7 &nCH GA1 V4fJiZE4 _ A-?^&L 19 "ac
(IT Se'L 1S Sar�1pY'T�16r, 4Xa."ac�
s
FLOOR
BLOCK 5ws°?oRT
S, ISl lfld ric. a c condominium
9861.South Ocean Drive,.Jensen Beach, FL 94951
t77 229 -2930
FAX (772) 229-9901
June, 14 2013
St. Lucie County Building Department
2300 Virginia Avenue
Ft. Pierce Fl. 34982
RE: 465 Nettles Blvd
The review of the plans for lot #465 is complete. The site plan complies with the
required setbacks, and meets Nettles Island, Inc: rules, we have no objections. Plans
submitted by Central Mobile Homes, with a survey dated 5/20/13.
Respectfully,
l
Mark Marolf
Operations M
F ank Fisher
Architectural Chairperson .
ORIGINAL
:F
From:Stylecrest
03/27/2012 'ii-,61
#431 P.023/024
STYLEC-?=.
Fiberglass Step Anchoring
Guidelines
Concrete Installation
List of Components (Purchased Locally)
m
s
2eDch 2e6VW
L1fsdl 031ft
Ards
2®di V4' x21x2Y4° Boh
2earbv4'x2Ox 1 WBdbb
4earbL4" ft
2eediU4' Wigs
Concrete Installation Guidelines
1) Drill ''/4" hole through step and bracket at
desired position through lower wooden
frame member.
2) Install L-brackets using''/4" x 20 x 21/4"
Bolts, washers, and nuts.
3) Mark location of hole in L-bracket on the _
concrete.
4) Move the step away from the house. Drill
holes in concrete at the desired locations.
Tap in concrete anchors.
5) Replace step so that the tops of the concrete
anchors protrude through the L-brackets.
Secure with the nuts and washers.
Ground Installation
List of Components
(2) 484154 Anchor Assemblies
Each assembly includes:
(1) 15 inch Anchor
(1) 3/8" x 1 %2" lag screw
(1) 7/16" X 1 '/" washer
Ground Installation Guidelines
1) Set step in desired position and mark the
anchor placements on the ground. Remove
step.
2) Screw the anchors in the ground so that the
eye of the anchor will be in the position as
shown.
3) Replace step and mark the place where the
hole in the eye of the anchor meets the side
of the step at the height of the lower frame
member.
4) Fasten screw into lower frame member
though eye of the anchor and washer.
WARNING: Failure to anchor the step properly
can result in injury. Place the step against the
house. Make sure the surface on which the step
rests is level.
Style Crest, Inc. Drawer A Fremont, Ohio 43420
lr»
LEM
Face 314
St.4149 crost Mfg,
P-1
ED C)
C;>k
(Ql
C-1
t.A
WIPM
mi
46 i
Imm