HomeMy WebLinkAboutSEPWELL-2BOUNDARY SURVEY & SIE PLAN PREPARED FOR WILLIAM & REGINA SKOPELJA
NORTH
eimatib
DESCRIPTION:
THE SOUTH la OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF THE
SOUTHEAST V4 OF THE NORTHWEST 114, OF SECTION 18. TOWNSHIP 34 SOUTH,
RANGE 40 EAST, LYING IN ST. LUCIE COUNTY, FLORIDA, LESS THE EAST 30 FEET.
PROJECT SPECIFIC NOTES'
1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C) AND MEASUREO(M).
2) REFERENCE SURVEY: THIS SURVEY WAS DONE BASED ON A BOUNDARY SURVEY PREPARED BY
EXACTA LAND SURVEYORS, Li SURVEY NUMBER 2103,2605, DATED 0311921.
3) SITE ADDRESS: NOT ASSIGNED AT71ME OF SURVEY.
4) PARCEL ID: 1418.241-0040.0OD9.
B) F.LRM. ZONE °X", MAP NO. 12111 COOBBK, DATED 021119120.
6) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL
CONCERN.
7) SURVEYOR WAS NOT PROVIDED WITH ANY TIRE INFORMATION FOR THIS PARCEL. SURVEYOR
ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THEACCURACYOF EASEMENT DIMENSIONS
SHOWN HEREON, THERE MAY BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL.
8) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE
9) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
10) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENTS
REPRESENTATIVE.
11) BEARING REFERENCE THE SOUTH LINE OF THE NW 1I4 OF SECTION 16 15 TAKEN TO BEAR NORTH
89'51'14° WEST.
12) DATE OF LAST FIELD SURVEY: =1121.
PROJECT SPECIFIC LEGEND:
ID = IDENTIFICATION
PROP.=PROPOSED
UP=UTILIT•POLE
®=PINETREE
® =CABBAGE PALM
I@ =OAK TREE
NOTE THE NUMBER SHOWN ON TREE SYMBOLS REPRESENTS THE TREE DIAMETER IN INCHES
WEST 1/+ CORNER OF SECTION Ie-3-40
FWND I LROAO SPIRE (No 10)
_ " _ — _
BOUNDARY SURVEY & SITE PLAN
06 16 21
357 65
1yC
JJR
OESti07&V
9I12 GHEE
f8 PD
8Y
OT
spy£ if : 30?
ORAIRZIM NfAereu.•
1 21-233
SNEE7 Of >
UNPLATTED UNPLATTED i
(OCCUPIED) (VACANT) i
F011np s/9' IPO'e P I I
Rap ((NO Ip) I
FENCE CIXiNER SET 5/9' IRON Pm 9� I
0.5' S, 1,2• C h CAP lE 936p'
S 89°62'24" E 302.10' �
RENOMARK
S BB•s2'2A• E
YI INo ALL
axnw mw 30.OV
YD-rs' 9]N Uj
Z�.m)
T ry ml
ALL SURROUNDING
LOTS HAVE NO /F_ \ I I
OBSTRUCTIONSWITHIN { m 3
100'OFLOTLINE / I PROPOSED DRINBWAY
o
i moppeIUI
b I $ III OF BE 114 OFNE 1/4 A -a. I o rnl
OF SE 1/40F NW
31.18 ACRES o OI r I Q'q Q
UNPLATTED w (VACANT -HEAVILY
) WOODED) /® S ti a''o• ®— — — y 12ss• — — — — 3 r i of
(OCCUPIEDPROPojLp.y111CRuxE
i O ~
o � pliDPpSEO BELL -
t
I
Y� • {„
n4 PROPOSED DRIVEWAY �
16K1
21' sETeAM JNE ^` —
a
SET 5/e' IRax ROE) r ne,l aXL ry9
e CAP 'LB py0'
______—TpP-Iz-WANX—______._ 30.A.
_APET7la COMM—_ -_yam __________ ___________NeB•51.1PW
SET N 89°51'11' W 302.08 5/e'
e cAP 'la exir I
I ry5
UNPLATTED UNPLATTED
(OCCUPIED) (VACANT) OP Dili,
I
�f
�I
SITE PLAN NOTES:
E
,)SUBJECT TO CLIENT AND PERMITTING AGENCY APPROVAL
a
2) CONTRACTOR IS TO VERIFY SETBACKS AND LOCATION OF EXISTING UTILITIES.
3) HOUSE DIMENSIONS SHOWN MAY BE APPROXIMATE. REFER TO APPROVED
\I m
BUILDING PLANS FOR CONSTRUCTION DIMENSIONS.
- 3
4) THE ELEVATIONS SHOWN ARE BASED ON THE NORTH AM ERICAN VERTICAL
W
DATUM OF 1988 (NAVE) 88).
€ li
B lbb.
FDOH in St. Lucie County
=IN
Environmental Health
3
Site Plan Approved for Construction
I
PREPARED FOR THE EXCLUSIVE USE OF:
Supersedes All Previous Site Plans for
WILLIAM R. SKOPELJA
OSTDS III 5,;-9,2_*N r7 BL Weil #S9.3W-
REGINA SKOPELJA
Date.
Reviewer.
1
CFAC tr gCQIW IR-Jr-sO
F0.1Mp MAC NNL a O15K 'lD
SW1H LINE OF M NW 1/4 OF 5EOTlt11! 1e-3I-10
_
N89"51'14'W 2655.61 _____
__—____`_
MEMNG BASE)
LEGEND
O-Set 1rm Rod and Cap •LB 8360" ■-round CM
•-Found Ir Rod (and Cap) •-Found Pipe (and Cop)
ABBREVIATIONS
�•NYL,e eY•e.,m•X.k (•4ntlee C•CeaaPlea G1V•fulYr 1Y;
b•CY•
• Yan•mvV CWc•Or,vdA Denk A Ihfi. v CnIM Mee Edwp
IYIA•le� Irlp./euNe P•Ym�PpR eY(LFYmEXaO Iv0 ULrgIT L�u(dM" LeIpN;
y-11••wtll M1•YanMS M-NvMi 'LY-XvI. ( Nd1Re}N•lyntl aeP0.1k
velktl (Datum) al ISM; NIS•YPI IP AYN aXWO,vnce waR R•P,ryv ly
ijna'_t PL-PPM 0 drwyae PCr•P t P C.Pv,m C:%tN PCP-
PRC�n1 CenVe POI; PDe•Peel el w•fe•�N6 POC•PeYI er LOINllnre,le,a
Pu,I PI Renee Ovvlure flY•P ePlenu YmunlnL Pi•nu,l
Tanyymnyy. PUM-PJek UIFIIY one AP+wpt R-R°duN RAwlx 1-°I-RR
5•Swlh: SlY•SwNVIR M1rv,eML RL•Tevnwn SPtiv v Seed, 6a[ Werp
wLr-avel.nr. un-inXle(Nr); �sPa De.Puan xo,.e m aamLre pawn.
1. No eea lh of the public recorda for dete lnallon of omershp or restTl<0ans pNeating the land,
shown raw perfamd 6y Ne eunWyor.
2 1Te euraey dpkld hen h prepord acluaNely for thox parteee noted.
3. No rsa onalDlllty a Ilabllly b tleaumd by the aurNWyar ra yes by other not apeaBkaYy namd.
4. Nol weld Wlthoul iN dgnolure and embeaxd seed a[ Florida Marled surveyor and moppw 14506.
5. There ve no Alle- abO. ground enaroaahmente eaept ae sheen
S. No attempt sae made le Ixate underyrovnd Improwmente and/ar a—hrnmte (if any) ae part of
thle eNrvey.
7. Thu survey eas prepared in aoaardence elih and —1—. to Nor t-4.d. o1 practice far
prafeedanal eurvgare and mapper. m-111Inwed In Chapter 5J-17, Florid. Adminletrative Cade,
TRADEWINDS SURVEYING GROUP, LLC•
POO " 3rd Avenue
Okeechobee, FL 349714
Tel: (883) 763-2687
Fes: (863) 763-4342
O
,k d�;[-Rice, P.S.M. (LB.4508) LB 8360
'I`'v+L NOTES (If applicable):
has been designed —ding N Flddda Wiling Code 2020, TN UlUm.
{( afad speed Is 150 MPH. (St Wtla Oeunbd)
capady for this pro)ect Is 2500 psf.
yy'b'^'1ed sobs shall W tested to a minimum of 95%a HOIR d
.'3h aword180—UA h ASTM D 1551 and compacted and
4 w R 11 ^ot eNLeed 121nd m.
yea a9elnst krmllas beneabf 510 pdpr t0 _-,a pour.
II 'sI be es IMlceted on dreuings.
gL�*rek to be mlh. of Pc=3p0p P.S.I. et 28 d A.
In ^9sk O-Ilbamin. glpde (q, Ralniorrement shell be
. °f{ardanca Wm AISG, LRSL b ASTM 615.
�,k^eraa kpa In foallllgs shall be 30'. Lomer bars are ' j "'tl ell oulsye rpners.
I,ga'Laztgmels b here min.4' beefing.
.a D=BLL•20 psf bopom cord; DULL =2l psf top Lord
-r� 40p.e.f.
�Rm
�7"ae � ra,4 1—drufn95 for Wilt leads
�sy.'ny °I �ador doors, shaper, b-thWb and similar
yL: a"deb Com of en approved sa449lass.
ydbe a4Wppad udh slelf Oosal2 Hour R, RatW 1314'
PNeB shell be minlmum 112• Sheebeek or
cb 8 Pkakr.
KT.'mpeYe NOALIaddlnm WII be Insklied according b 01e
Lyy�''daw and Down Wllibe Flea be Wlh ProkcW LWM200
I "'WI'AA gHUTfERS;�
I�Ra4Ran, PanAg Fesk AN ��—Ahab be prokRed Wm Removable
( rO^ruek Be bee.rl(te 1, filkd conruek ceu If I(sides)and Drcce5ltr4ncreled, ded
i a(� Resistant Gksa. (see bekw)
FDW In SL Lu' a County
En--ftblal Haft
BIe M Mpv+W br ConWucoon
��&Is lsa4alaadaa MFavlaa5iY PM1rmlw
Re+lew .
SQUARE FOOTAGE CALL
LIVING 16775F
PORCH #1 112 5F
PORCH #2 147 SF
TOTAL 19365E
LOGE FBLMM, N Edam
OJELT HAKE: WVLLWrb RE.—s%OPEW RE5IemE
pJELTADpRE56:
51NEER ED5NINSp, PE.. fLFq No.4TJ15
PEOF LONST,: LBS_.Y_ —_METAL_
le .9 6, ENCLOSED % PARIIMLYENLI05ED_OPEN_
ID5PEE0 NpRnva M4l:lb_ I50_ 160_%1l0_
05URE: L
ANAL PRE55URE LOEFFILIENT:a ID
pRTANLE FACTOR 1.a
,NBLD6 Had- cW,
—.: 2 Fr. ROOFPRLN: 511]
iF DL 5XIN6LE5 _ TILE_MEfN._%LL •N
2RLL 40 OF OL_
)q bw DESNiN PRESSURES ON C2YATx)N YES X_ No —
,ON sand LLAODINOWINDPRE55URE5_
�TIEW Yes_ NO X_
LT RE5IBTANT A55EHBLY: YES_% NO_
OTE: ALL RAFTER ANCHORS ARE ONE SIMPSON H10A
reach and of each Bolter,Fastened
Fasted WM (10)10d x 1-112";
le pRb io T. Beam; ALLOWABLE LOAD 1015, MAX LOAD
90, unlsas .Menace noted.