HomeMy WebLinkAboutSurvey of Property)2VEYOR'S NOTES/REPORT.
.. T. INTENDED USE O THIS SURVEY IS FOR FINNCING RRP¢SES.
DIPETER AND. STEEL TAPE, VRH A MINN. ACCURACY OF osaa.
DISTAL. TRANSIT, ELECTRON[
3. ELEVATORS I 5 ARE BASED NOT@NL GEODETIC VERTICK b1TOl (xGVn 1929), UNLESS
R
LI NOTED.
aT. FIRM HAS MATE N0 ATTEMPT TO LOCATE FWTIGS AND/OR F0NI.TRNS, NIX ANY 1TiRR
UMBER.. D'DROVE.TS AND/OR UTILITIES, IRLESS OTHERWISE FNFD.
S. THE LANDS MINN IMF OTHER PARTIES, S, ARCH EASEMENTS, HAVE . BEEN TRIGHT OF NAYS, RESCTED BY .S FTR14 ERVATIONS,
ERS fS
6. .HIS .VEY IS PREPARED FE, .AND CERTIFIED
RV1m i PARTIES INDICATED HEREON AHD IS NOT
TRANSFERAME OR CRP I lO]51T.CA SET OTHERWISE DOS f . NE 1/2.• X EP IRON P. WITH YELL
SOUNDER ➢V B. BEARINGS TT. HEREON PRE TO AN AS4KT HER111IA1.0 BASED ON THE PLAT IS 'ORAL
STATION AT BAIL L v.Y'. Tiff CML ALONG NICKEIL VAT HAS BEEN ASSINEO A BEARING
O x
9. MCAT. TAKEN FRONTHE CRY O MANI 1NDERCRO 81 ML RECRDAUMW.. SKETCHCHED OF SURKY WERE
ILL 6 THIS SYMBOLS
HIM RI ME
OFw.RRITIR SY THE OEM. BE IF ME SYMBOLS ARE THE THE IE AC.
FIELD LOCATE. OF THE CIAESPWDBVO DFROVENNES
AL EVIDENCE OFCOENLMLS OR BIRAL TNAINDS WERE .CONCEDE DR TAPS SITE
IL PHYSICAL TIE COURSE IF TIE FOLD SURVEY.
12. MERE IS ALQ LE EVIDOTHIS SITE BEING USED AS A SOLID WASTE DPP OR
13.. CALCULATED DISTANCES FROM TIE SUBJECT SITE TO THE NV. COMER TE nE POLLY
LEVIS ]O EN IS BASED ON DATA TAKEN FRW COY O MIND ATLAS MAPS.
14. THE FIELD SWVEN.UENTA.N IS BASE ON THE LEGAL DESCRRTHN ...INT. All O
TRACT tA. PURR. S A EN AT
BRIO. VA, NOT THE WARMS [.PIANOS BONG
DES
3.
15 VSLY MING BUILDINGS LOOTED MTH1N TIEAI E TVO EAS DESIGNATED AS
TIWE STRICTiIN STORAGE' HAVE B. RECENTLY DEMME.E➢
O.AU_ EXISTING IN -SITE .. ENT CONSISTING BE IMPROVEMENTS IE OWISE HOLDING N PARKING GARA. IS PLAIDED FOR
TIES SITE
17. BUDDING SET -BA,,% RE011REHERTS A. 1E161T IESNOC111NS MINN EN THE SITE DATA WAS
MAD. FROM THE CITY W MAD B.170 ON THE .PENT M NIG DESIWATIN
TEL STH SURVEY STOWS E LOCATIONS OF TIE GRINS SUPPORT COMES ONLY RR THE
7 RO-RAIL AND METRMIUVER ADJACENT TO TK SUBJECT PROPER. ENDRE. RAILS
AND OIRR CIPIENTS ARE NOT SHOVE
bItTI0S O TIE VARIWC C0PIEMS O ME SITE AS DESCRIBED IN PARCELS 1 THR3K4
5 MMOrERETERE'NCE TO ME SW la STREET A SW 1 CURT RIGHT OOr VATS VMCH HAVE BEEN
V.A
20. MIRE ARE VARIOUS
PB OT(` � I YLIRUNNINGHE FINGER
S RUNNING THRO. TIE PUBLIC
RIGHT-OF-V.
VHI61 PIE MOO COVENS➢ BY RECRWD
EASEMENTS BASED W TINE EXEIPE®LS LIST, W CURRENT TITLE CONTTTAT.
PWNSUTA LAND SURVEYORS HAS PREPARED EASEMENT DEEL EATS FOR SOW O THESE
UTD1tt NINES. BUT HAS NU KWVLEDGE REGARDING STATUS OR RECORD..
THERE IS PHYSICAL EVE . OF SUBJECT SITE VrtxVIA PN THE PRIVATE EXISTING
ING DRIVEN.
[CROW RATLW
RIGHT -NEAR OF -NAY TO RE PEST. ENTER -CONNECTING PARKING LANs)
22 LAM FOLIO NNBER NUR PROPOSED PETER. ADDRESS HAVE BEEN PROVIDED TO THE SRN.,
23. ALL RECORONG iMFORMATDN RUE. T➢ W THIS BARNEYH VEY IS FROM E PUBLIC RECORDS
Er NAM -BADE [WRIT, RORI➢o. ULESS MERV. NOTED
24. PENINSUA LOAD SURVEYORS, RC MAS REVIEWED THE FBI.IVNG ITEMS FROM THE TITLE
[AILMENT PREPARED DT LAWYERS 1111E INSURANCE RRPORATIW, OR.. 52297178.,
ISSUED Itr04-2I6 AND HAS THE FUI0VIN6 ENENTY
11E IL6 0ECRIPTIW CONENTS
13-11(7) CORAL STAT. AT NITRE ORE NO PLATTED EASEMENTS
BRICK. WAY 062-241
e-ll(B) PEDESTRIAN / BIKE PATH SEE .81. OF SURVEY FIR TWAT.
EASEMENT T24072-32691 DE EASEMENT.
PEDESTRIAN / VEHICULAR SR SKETCH W BRVEY RR (. RENT
INGRESS 6 STRESS EASEENNT LOCATION OF AS.NE. THIS EASEMENT
.072-3492) IS SUBJECT W REL... AND.
DEC
G IRATIE
&¢EMU BRICKELL VEST TVG U50-80 TARE ARE PLATTED M LEY EASEMENTS
BOUNDARY LIMITS OF
ENICKELL VEST TVI WED PRE NOT
IF W.PMVEY. NESE UM. WERE VACATED
BY THE RATTING OF ERROL STATION AT
BRICKELL WAY'.
BENCHAMARKI NW11-GALE CONT.
USC 6 GS BRASS DISC 1MP P 0 ROCK LEDGE
273'NIRTH OF fE 2. I OF N. BACK O W.I. W N. SHE O SW. 13 ST.
WEST O WEST CRC CORM OF SE I AVE.
44.3. SE. OF SE. C1111ER ET C... COLLET REPORT FOR WERRA.
LOCATOR. 4101 SW NINE, C-26. ELEV.. 1800
ALTA - ACSM LAND TITLE SURVEY
SITE DATA.
A. FEDERAL .ERGINCY MANAGEMENT ILENCY. NATIWL FLOM INSTANCE WEER..
FLOH INSWNCE RATE NAP INFERATIEN.
CMBIITY ! .650 PANEL B B90
ELE BASE FLOOD VATIW = N/. SUFFIX - J RWD 71IE. X
DATE OR NV. 3-22-94 ATE OF NNE S. 7-17-95
FLOOD WPC
.X1 IS DEEDED
AS AN EA DETERMINED TO BE OUTSIDE ➢F SHE 500
YEAR FRAIN
DEAN -DADS COUNTY ROM CRITERIA ELEVATION = 59. (MVP ESTABLISHED MARCH 1982
(PB- , PG -I..
C. CURRENT LU T. CITY OF MINI ENI G ORDNANCE .00 AS PE.NFcO. ¢ANTIC DISTR.
SD-7. CORRAL BRICKELL RAPID TRANSIT NeNERCIAL-IEST.TIAL DISTRICT.
D. SITE AREA, PARCEL-1 = 122,384 SF. BB .0 Ali
PARCEL-2 2.6 SF. OR
PARCEL-3 = 5 SF. �1 z OR 6131AEt EL
PURL-4 = 173 S.F. CR DU4 ACz
PARCEL- = 433 SF. DR 0010 AGM
1117. PARCELS IDRIFT 5= 131366 SF. OR 3D6 Ni
ALL 0 TRACT-. = 131,366 SS. OR 3916 AC.z
E TOTAL AMBER OF PAIOPC SPP{ES = 115 (04 STANDARD AND 5 DC)
F. GILDING AREA ! 1445 = 3ai SF. (AREA ISCCALMATEII TO TIE EXTERIOR
- IK OF THE BUILDING/
G BUDDING SET -BACK REGUIREN NTS CFRRO. REAR, INTERIOR SIDE AND SIDE STREET)
AL VARY BASED ON TIE MERE O ME STRUCTURES
H. WILDING HEIWT RESTRICT.. N.E.
DOCUMENT LIST,
THE FOLLOWING PLATS/MAPS WERE USED FOR THE PREPARATION OF THIS SURVEY
TITLE
CORAL STATION AT BREXELL WAY
BRICK._ WEST T R
WEST. iV
METRE -HOVER
CW
IITYY OF MIAMI ATLAS
RECORD INFO.
• I1662. PG - 24
PB P6 -
• 158, PG_ 31
Pe ▪ 24, PG 364
24, 3G 20
SHEET No.7-
RECORD DATE
B 19-20.
5 4
.21E
2-01-1,95
lo-291990
112291985
97E
J EGAL DESCRIPTION.
AL STAMM AT BRICK. .CORDING TO THE PLAT HER T THEREIN AS RECORDED
IN PUT O�( 16622 Al PA. 24 OR THE PUBLIC RECORDS O 14.1-11ADE [ONTO, FLO. .
- ALSO KNOWN AS -
➢1 RATCBWK 7,BEATLPA0ED 0 Tic ROLL 0E90S CT MIUU-DALE CORiv RWlw
- ALSO OMEN AS -
. C' OF TRIO. NEST TWG ACCORDING TO THE PUT THEREOF, A5 RECORDED a PUT
DESCRIED As :ttLOY/d NE RIME RECORDS OF ulAuwAlO CUNtt. BSIUA. BONG MOREPARiDT.,
PONTPEON AT 1. NORM OF CUNVATU.E OF ME 0 004051 CORNEA OP TRACT E.. IOxn
117.Nuc THE ARC OF A OF..R COPE ANIT EAST.,
A PONT OF Y. Olem of RAN TRACT C1'.Tµ,LNMACRF S02153CEsuu MEC FOR�1GTOF w FEET mOR 4A PONT
FEET O
ORME TO ME RMTE IN D RLY
atTH.11 Y AICURVE BBE*011EASTERLY A. R MER.1.163ARY RATS OF
EALING R4... FOR
11) OF TAM.. 1`1N s 15.56 A`i1044 F�w1M'1ERE CIF CENTRAL 0 FOR Nu. FEET:
THIN. NO2.12.9. WAl W1 THE NEST OC OF 5A10 TRACT "C FOR 4Om OCT In A PONY ON THE ARC OF A CIRCULAR
Olt NORM :: SAID PoNT RAMO A RAax BARING OF SLR 1 cp naz+ r
1.1..
M➢E '5 FLORIDA HCORP. TO ME PUT ALING E. RAGAS 52 s009115 0.RAT BOOK 25A CENTRAL
µ. OF
N tY :W 00.40 [COI TERM SNSUBO"N .Luc Off Nu7I LINE OF sA0 PARCEL 75U0.B6 AL50 BEM THE FORMER
Y MI THE
Of SOINNEST 14 STREET AS SHOVEx ON ...ELL PF_SE " FOR Loa FEET TO
A PONT ON
ULAR CURVE C.C. TO THE
SE5-29.9. THENCE
0.
.0 IdEloo-NAN RICHT-OF-WAY. AND HA. A RAIMUS or LW. FEET
ANT A GTC U 0m6'45NNT-OP-wAr uNE Or NAM ..FOR 27eE. 0 FEET: N¢ Ne750.2. ALOMG RE POWER CENTER ME OF .0 .14
STREET RR 85.00 ,, aw CE N vl,sls" w ALONG ,HE FORMA. C 41. U NE OF 6W T COURT As slewN al 5. PLAT
r
.0 PONT HALING A RA. MARRS OF 5747.44. MINCE IN A NORTHEASTERLY INETTNN.NG ME ANC OF .7
OR. ALSO
DIE EAST RIONT-OF-WAY IRE OF PARCEL AMCOR OF .0 NETRO-RAIL RENT-Cf-TVAM AND
6i m9w NM
,� RUNT-OF-W. SAFORM Ti E ALSO FEET THENCE
E .LAE OP STERIT MI5 OF THE
D�°LLP do-iilRAI/.NL aT-O-wAWY 4x0 lHE FOaCR ,r MtNT-TM-NAY 1➢NE OSNUTo Sw tsT COURT'"t FFFT
.2.5. MEND x Y OREM.N ALONG C 1'F THE EAST UNE OF SMJ
PARCEL 7.200.2612�ND IPE NESIW.Y .BATS CT TRACT "A" OFTRICK. WEST .. AMC.. CIO. G TO THE PUT THEREOF AS
N EAT 33 -OF ME BANC xECO.94OF w PACE
COMM. ROOM AND HAMS A R.05 a 1.96000 FEET AND A ¢FINITE
MUSE
U M. FOR
.05 FEET. THEN¢ NBT4632E ALONG THE .1. WE OF Sus TRACT'[ FOR 57.52 FEET TO
PONTTIE a
T.
ee (DNS IF THE EI - Ta4004 wlx RErumm L
M. 1985, 1w1u1a: TRLSF .14 °LIFTINTiRvis -0�r1wE�cwrm 1a '7 13iRAax�mrN11 w'u"x'xga,.`'�'m. eE1NG xORE A'
nNAST OF LOT 16 BLOCK sa smnM DE -A L KxDAtTas T RAT
AT AS RC N PUT BOOK 8 PAGE at. DECO RECORDS OF ulAw u couxTti FUNTIOON. IH.EE
N • 5 51641.8 nw EAST LNC O SAID DEW( Ba 5I1TH..50 B NO THE BOUND. LINTS O ONO .T90-8I8
Rx.T-OF-wAY fop 114 N FEET TO A POINT u THE ARC OF A ORO.. C+RE =CAE M TEN... THE MnER
BEAR.CF
CURVE T. MOH
0.1. ANGLE OF
W ror
e lg-!NAE➢xG FDR FE mA gi0 DEPaxraF aIMNIGS�AIL 7,7Z Axo eB°'INNc M1RY1xF
Pam] MAT ME - TaGL1Mm MR - THE ott u DA.q uIAN-DARE NURtt,
B• A. MII MAD) CORM. OF LOT 16.BL BLOCK . SOUTH Cr , S MAP CF . ACcamwG To
DE FLAT UT
D.iCE mF. os., R
ALOE DE ME. Iwcol. UNE O Sb w. 1ST COFOR T�D o BET TT AW
oo.wPC. W
T. ORNUA IK CONCAVE TO RE NOUN ., S.
. PONNT NNNE 571-35'10EU. HFROM T. fIINFA O SA.
ARC O AY PREEN. ALCNC FEET (THE LAST SYNC CORVE TOURSES VEST m c IUMGAMC A RADIUS UHE EASTERLY IOF 1.6..
�G0
F¢I °N-RUL2 240 0.0420NRAL DDEY. 1 RH. 0 OR 1./01 ix4. PAGE MONO R603-B. RECORDED ON APRIL u. 1THENCE DEPART. FR. 400 FOR 1HE
MEIRoPouTA- _s'3. ALONG THE C.. UNE 0f s.0 TM1 CouR _
S8,0.21.8 ALONG
OF SAN
. TEN STREET FoR 84.98 FEET
TIC
ORE.. . ALORGwTI PONT E ARC F 5.134 RIE TO THHETLLER OTTER
c A RAN. OPH1Y°sa WB FTHEN. ix A EET
BEGINNING (05D
TOWS, 54 5W 0 0ANGF 04t FT.AST. AU.
' of 0 0. DELI -DARE COMM. FLORIN. r HENS DOWER INSErnGN 39.
)
RW03-12. RECORDED AP.
PA PORTION AVAN 4 OF
THE UAN ANIRO-RAIL
- UOE cuxtt OM.DE R4x.PORTAnu GRAIN. RAnW BONG MORE
PARTIOJLARLY DESCRAND AS FOLLOW
coNseico THE PONT Of INTERSECT. OF THE NORM
Cr Mao. 1855. 4SOTu PUT BOA(t-ro FAY x - IC RECORDS OF -
LLA'nAIs.
IHINCE 1107.11.12. FOR T. FEET THENCE
A NAL eTr CF x6pp'SYWw.R
dxAORORAgVs ETUAxo �NmNm
1A
S. PUT OF
CB VEST, MACE NBrzOME ALONG .1 SO. R-OFME WOF S.W. TAMSTREET. AS
SMIN ON SNP LIT OF "B00(61 our FOR LW FEET: W CE BNYC1t0L6TFPLT ALCM RE EASE UNE OR WO
-U NARY U A NONTANTE CURE CONCAvE TO THE NOB.. MAAxG A RADIAL BEARNG OF
A R.US
OF 19.00 FEET AND A MORAL ANGLE O MOTS -FOR AN ANc DISTANCE CC 160.4a BET TO MP
PUN OF REC..
- TOGETHER NTH -
_ (ON1M L[IL )
uOF TIE EFI1W WTAH 0T -13.E COUNTY OHa Cr l0A2SP0TAPAGE .N ANINI9DA0 1. ®x. MORRECORDED E
985 Ng THE PARnOluxty OESGRN0 AS MUMS
mu.mNa THE NUR. POW OF EAR.. OF A CIRCULAR amen AT NW NORTHEAST CCRRm OF TRACT OF
ITI9BIXEL .Esr,Ricc A0A°6is 0 0 4 41 F`GL'E01010D
A MORAL ANOE O Ir44( AMID IH APONT1¢AO 0(0 FTET: THEN 1 4e'3Yw .Luc NE MU. Ut. DE
U 5/1E FEET TO THE ET O= OMNNI BEDS THE NORTH-91 0(6T CANNER a SNO
TRACT Acr(THE SEMI .0 COURSES ALSO BE. ALONG TIE USER. LIMITS O 5A0 4CTA0-RAC NWT-0E-WAY):
THENCE w(STE0 r aI.° THE 6IIM*ESDLY IOU OF SAO TRACT "A• W AN ARC DE A NWTAI. LVRNE
CONCAVE TO ME x .AIMS NAV. A RAO. BOB. OF x7s34'44"W. A RAnws u LNR.0 FER Ar0 4 INIRAL
AWE OF
' FUR 0 04 FEET TO A PUNT SW PUT O'10249 wEsr, fux34.z95FEEE:1Rn¢
CIRVE El 1K 001.11.T. HAW. A RANK B.ARNG OF NTTW'➢RT. ADDEND. uss u teee00 FEET Ax9 n T
CEREAL ANGLE O WNW FOR 21. FEET TO A PONTO TIE SOUR 0 44011 "'WAY Off Of Sw. 13TH BEETAM
Tz FEET % E PCMT O C®MN°ESry IrrtAu xer 3YE Nuc SA O RIO1,0G-WAY ME u Sw....REST
FOR
4 12 ST' S,
1 N]Aq)
S r
14: TRI ¢
SUBJECT
SITE
LOCATION MAP
A PORTION OF SECTIONS 38 (MRS. HAGEN DONATION) 8 39 (POLLY LEWIS DONATION),
TOWNSHIP 51 SOUTH. RANGE 41. EAST
CITY OF M1ANI, MIAMI.DA➢DRENNTM1 €L0RI0A:
GRAPHIC SCALE
0 100 300 500 -. E09 1200
SURVEYOR'S CERTIFICATION.
FRS IS TO CERTIFY TO ®.AL STATIW. LTD., HELLEN UNITED HATDNAL BNC(, LAWYERS TITLE
AWE CORORATI0I AAT SIBITTS a BI NON, LLP TM.T THIS PAPER PLAT AND THE. SURVEY
IN WHICH IT IS BASE➢ VEER MADE N AFT.... WITHMIMNN STANDARD -DETAIL
REPI0EEONTS FIN ALT /AC LAND TITLE STAVETS• DODO, ESTABLISHED NOT 4 :1100BY
x MK . AND DELUDE 1, 8 M a, B 10,- TI(N;.13 -. IB
OF TTABLE '� IFEAEIF. PLR.. TO iHF`FCCfAkY SFR✓&4[BSAS P1.161 Ff REP AM ENSPS
AND IN EFFECT IN TIE .ATE O THIS CF-PTIFSATOC UNDERSIGNED FURRED CERTIFIES THAT N
MY ORN. AS A LAND SURVEYOR REGISTERED TN STALE OF RORI➢A. THE
R LAITVE PROFESSIONAL
ALONACY O THIS SRVEY KIT ET.E➢ THAT 0016 IS SPECIFIED
1xEBEIx THE UNDERSIGNED FIRMER CERTIFIES TD LENDERS ®tROVT4 AND TITLE N
s) THIS SURVEY IS TRUf ONO CORRECT AHD VAS WE IN THE LAW➢ INDEED. MY SUPERVISIWT
AS PER THE FIEL0 RATES HOVN DREW AND [ERECTLY SH000 TIE W WD.RY LINES AND
DIMENSIONS AND AREA OF THE LAND INDICATED ILffIN AND EACH IRIVIOIU PARCEL TF
INDICATED pREONN (M ALL MOIAIEMES SHAN �) .1ALLY--EXIST, AND Tiff LOCATOR
...EMS ME INRECTLY MINN (CI THE SUBJECT PLENTY
DESCRIBEDTIN THIS SUCH
RVEY HIS ME SAME LAND AS TESL.. TN TIE TITLE CIHIIMM
BESTRIDE]]SURVEYARECORRECT. (x)THIS SWVEY E®ffCTLvY TENS ME ST6,"LOATW AND TYPE
IS NJ_ B 1111.S, STIOCEIRE0. MNER VIRILE 0PROVEEER AND IT.S. W DE 41B.ECT
P... AND THAT ALL WILDINES AND DEMMEIE}.''RE VERB THE MIMR1' LINES UT
THE SUBJECT MEER., NEE. OT ERVISE SHIVN W: THE SIETOH OF SRVEYI (FT HEMS
SURVEY CORRECTLY SEROUS THE LOCATE. ANO DIQLffi1S OR All ALL., STREETS, RANDS,
3-DF-VAY. EASEMENTS, AND OTHER MATTERS IE REM. EF VDEH ME UN.T.11 ws
E. ADVISED AFFECT. THE SUBJECT SITE ACORN. TO 1HE LEGAL DEM.-PT. N
SUCH D) EXCEPT ASSS AND OMER SHOWN. THEREAREMATTERSMEN
VAISIBLE LD IMPROVEMENTSµEEASEMENTTS.. RffdHT-IFCAV D)I
PARTY VALLS, APES W STEAMS. (L PARTY WALLS W APPARENT PHYSICAL USES
01.1 ORPRIEMISES, STREETS. IN ALLEYS BY NB O SN S, STRCTUAS, OR
OUERADIRRRUVEMEMS, (31 APPARENT PHYSICAL USES PRO THE SUBJECT PRNDERTY BY BIl➢IxCS,
OWES. OR OTHER VISIBLE IMPROVERENTS W ADMIRING PREMISES, OR Ml APPARENT
PHYSICAL USES W AMY EASEMENT, BY ANY BUDDING, SIRJCEIRES OR OTHER VISIBLE
MPRUV.NTS W THE SUBJECT SITE. (M THE DISTANCE MA THE KAREST INTERSECTING
STREET OR R.A0 IS AS MAN ENO, 4 (ll ME SUBJECT SIM ABUTS A DEDICATED PUBLIC
STREETOR ROAD PS TENN THE SUBJECT
T4 NM SHIVN W THIS .E CH . SURVEY1 UTILITY YNIDEE.ED W PHYS FIR RE YSSICAL MCAATION P OF ONE
TEND COMPONENTS OR MCUTDNS ESTABLISHED BY U DGRWND MLITT MAPS PROVIDE➢ BY
IN SIPLIN ONTHISIRRVEY)ES O(MUINLTHE SUBJECT SITE CWSISTS DE TVO O2 M00 PARCELS RIVERSITY CREAN. El ONE ITISCHA.E WU STREAMS. OR
NG CON. BOUNDARIES. THOSE PARCELS ARE CONTIGUOUS ALONG THE COPRA BPJNDRIES.
EXCEPT AS SHOWN. NI PART OF THE SUBJECT SITE IS LOCATED N A IOU -YEAR .00 PLAN
ER N AN IDENTIFIED 'R® PR. AREA', AS DEFINED PURSUANT TO TME FEDERAL ET ..CY
MANAGEMENT A14NCY. WEN. FLOOD INSURAICC PROGRAM, AS REFLECTED BY FLIIB 1N44101
RAM MAP PAN. LIMO DATE➢ 3-2-54, WHICH SOW MAP PANEL COVERS THE NBA IN VI.
T. SUBJECT SITE IS SITUATED AND THIS SURVEY CORECTLY DRAMS THE ZIE DESIGWTNN
I6ANY AREA AS BEING N THE 1N-YEAR FERE RAN ER 'FtfYB PRIDE AREA'. MI El FORT.
ME SUBJECT SITE LIES WITHIN A DELINEATED WETLANDS AREA WIR 4 0)142I. STATE OR
REAL SUBJECT IR POLICY. 4 !EXCEPT OS SEWN OR TAPS SURVEY. BALED W VISIBLE EVITEMEEL
T. D.ESS IR 10011RITE ESS.DDE(P) THE FFCt4 DESCRIOT SERVE ANY PTOR TON 0 DIETSES SDB.EOR SITEDRAINAGE,
ERNS UPDATES, OR
pLLY CLOSED FINEE. AND 00 THE ERECT SITE 1S A SEPARATE, LEGALLY
IVIED PARCEL TIE MOFRSIUIED HAS EMANATED ITES 7, 8, 9 LIB 11 OF SCIER. E•,
SECT. 12. 6 TITLE UNRRA¢ [.MOMENT MNo M297ITHA, DATED 10-4-06, ISS1N BY
SS TITLE INS..E CORPORATION AS WELL AS A REY IF �H INSIRUENT PERTAINING
AID ITEMS. AND NE LOCATOR IN ANY MATTER SIR. TIENCRI, TO TIE EXTENT IT CAN BE
LCATE➢, WAS BEEN SOWN ON TAPS SURVEY. DE WDERSIOC➢ RATER CERTIFIES THAT 1H15
STRUM BY RE FUR. ST. WIRD
W LNBMESINIVETY0.5HE NIN 0UPTER I61617-6S FLORIDA AIIXISTRATTIVE WOE RRSIAMI TO j01
472027 FLORIDA STATUTE
AITTTENIIC CRIES CE THIS
SURVEY SHALL 0FTR THE
R06E➢ S((P. O JHE'.
INS ERD
uDSSIIRVEYOR
12-15-U
CAD FREALTA II
HE43-62
la NET 01.1.NT ErANDANAL
TILEB E-I57D
sEET t I 2
TIOLNDA'TITTALLT: Orr'
:D
. rows Amu. SPAM
„•erg
EERTIFTFB TU1
1. ORAL STATION, LTD.
2. MELLON UNITED NATTIOUL BAN(
3. LAVERS TIRE URANCE CORPORATION
4. UTTS ! BOVE. LLP
SEAL
PEMxS
VICE PRE
SOSSONWE. NM MAPPER
LS ! 6453 STATE O FLfRIA
SOUTH PENINSULA SURVEYING, CORP.
LB * 7583
LAND DEVELBPMENT CONSULTANTS
SURVEYORS - PLANNERS
C0STRUG0UN LAYOUT
13113 NW 4.1 AVENUE, M DOOR
MIANI. RON. 330
MOUE (305) 887-9191 FAX (305) I7-91Bu E-MAIL P.INNIALSWCSCOM
SECTION-38
MRS. HAGEN DONATION
PARCEL 7S000.28
16RR0-RAIL
(PB-124, PG-20)
8205,
8 op
R� A/Y
ml
m1
SECTION-39
POLLY LEWIS DONNOON
SKETCH OF SURVEY
BLOCK 95 - S
MIAI (B - al)
91 2
FA 8RICKELL W
�1
WD2x5'BD, V WN
MANI-DADE COO y-
DN - rt - (SW. 1st 40004t:) laxM wu'en
r DaER R/W MOP rtl p .xe gyp) E MAO-LOV-... .. .s' " me �(L 4➢16 OF TR-C. P6 156, PG-6
_ ICI). -_ --
_ (
PARCEL - 1 r a v
BLOCK 96 - S
MIAMI (B - 41)
9 10
PARCEL N100.15P
METRO -RAIL
(PB 124, PG 20)
CANAL STATION TBRIMS, WAY U'
*". (PR-182, PG.-24. Ko.C.R) 131966 SF. OR 2,010 AC.3
Imo' PMEK Z.vt. KE3z69HxIX.xi Mr
wax SV. 0721. (Poi CRASS AREA
PARC
METRO-94000A Nm
(PEI 124. PG 20)
NW CORNER SECTION 39-54-41
FOLLY LEWIS DONATION PER
502Y1'2B`E BRICEELL ESTATES (PR 17.PG 51)
OVER -HEAD COMPONENTS OF METRO -RAIL & METRO -MOVER
COLLMN
DESIGN/H.
CI
w
GROUND
16.3 3
156 T
16.4 3
15B
16.4 k
16.6
16.3 3
150 3
16.5
16.6 k
15.5 }
.119T
ABOVE rd9WD
20.6
21.4
HOB
21.6
21.5
221k
226
24.7
210 0
13.9
23.4 3
22.7
OVERHEAD
ELEV..
36.9 1
3)0 k
37.32
37.9
38.6
39.1 k
39.73
41.5 3
40.7
38.9 k
372
NILEE ELEVATINS ARE BASED ON NATIRIAL ®ETIC VERTICAL DA1N 09299 SET-9ACN DISTANCES ARE FR. THE MAWR LIMITS OF SITE TO THE NEAREST
11
OVER-HFAO M.A.! Or HE NEOSPRAIL AND NETRO-MOVER STRLLTCNES.
91R _-15-0
SET -HACK DISTANCE
FROM ED. EF TRAIX
6(SEE BETAS)
2201'
OTT
6.01'
6.01'
L2T
3.76
SCALE. 1• = 30
CAD FILE,
F.B. 1¢
43
07
1930
FILE NO. E- 1570
SPA -ET 2 R
ELEV
ALTA -
N4.75•1Ao4TAIM2__ as
PARCEL - 2 a
MgnE c Rq!
Dag %y
1?4• 0� Nsq
20) )2q/G
METRO -RAIL METRO -MOVER
DETAIL DETAIL
SECTION A -A SECTION B-B
BEM
OVERHEAD
LOIE
AL'S
V
0.1031
99AM(F
PARCEL 79000.26�
METRO -RAIL
(PB 124, PG 20)
AND MESS FAval(a.6D-2407 P4-34079fA1J
Dom Das moor(a stem ro 80.0cADwN6/(8 W03#19AA9w.
LA\D TITS
PAM Rs TVNAREA
DI
12
CONSTRCT9N PIRA. AREA
PAVOEMIBwTN
IX MS AREA
O/
0
S,_,RVI--- Y
SEAL
M� �ti IPA
5
GRAPHIC SCALE 1'=30'
30 60 90 050
SYMBOLS:
SEVER LINE
-V - WATER LINE
-T - TELEPHONE LINE
-II- DRAINAGE LINE
-G GAS LINE
OHC - OVERHEAD CABLES
- WOOD FENCE
---.- CHAIN LINK FENCE
METRO/RAIL A METRO/MOVER
(OVER -HEAD LINES)
SOUTH PENINSULA SURVEYING, CORP.
LB W 7583
LAND DEVELOPMENT CONSULTANTS
SOWETO. - RAMENE
..._ mSTRUCrmm LArNir