montgomeryP.L P.C. l'.T.
'IIIAV. ..... D.I. PC.
Ill[!.
(DIC)
- l'll!UI • DEED - CALCIJI.A'lffl • PLAT • CORNE!! • SECllON • PROPERTY UN[ • CENTERLINE • BASEl.lNE • POINT rE fN IERSEClkM • POINT Of CURVA1\JflE • POINT ON TANGENCY • CO!Til1[IJ CORNER REccall • STAllON • AICHT-Of-WAY • FOUNO "' IIAIL AHO 0151( NUU!lflt___ "'UTT • RtOHT "' IRON lfflD "' TRAIIERSE • PLAT BOOK "'DEED BOOK "'PAGE • STATE IIOAD • flORIDA DEPAlflllOIT Of 'IIIANSPOIIIAllCff • EJCSllNG • n'PICAl • SIDEWALK • ENTRANCE • ROAD • El.ECTRIC • lARGE • OfflCIAl Kt:COIID • CONCRETE MONUMENT • POWER POU •nNCE
• GUY 111M:
• QTY LIMITS
~ • PARCEL NUMBERS (SEE SHEElS 14 II 25.)
APT. 100D Fllll
T. P.K.
A. ... L. C.
BU<. ALUM.
BLl/0.
•N/A
• APARTMOIT • WOOD FRA..C IIUILD1NG • O\oOI HEAD El.ECTRIC • UMITS Of CONSTRUC110N • RECO\oOIED • CORPOR ATION • IRRIGA110N • RAil ROAD SPff([ • COMMEROAL • SANITARY • CONCRETE • TO~SHIP • COMMERCIAL MANO Of NAil • SA TEUJTE DISH • • RANGE • BRICK • INTERSTAlE HICHWAY f4 • SEMINOLE • COUNTY • ANGLE. ClaTA ANCLE OR CCHTltAL ANCI.£ • RADIUS • TANGENT • ARC LENGlH Of CURVE • CHORD DISTANCE • CHORD BEARING • EASEMENT • ENGINEER • CALCULATED • FLORIDA • OEPARlMEl'IT • TRANSPORTATll'IN • QUICK CLAIM DEED • CONCRETE MONUMENT • CONSTRUCTION • STORY • FLORIDA POINER CORP. • DISlRIBRUllON • POINT OF BEGINNING • POINT Of COMMENCOIOff • BLOCK • ALUMINUM or ALUMINIUM • DIAMETER • TEMPORARY CONSTRUCllON EASEMDff • POINT FND. or SET as INOICATED • IRON PIPE • INGRESS ANO EGRESS • NOT RADIAL • UPSIDE/DOWN • CENTER • NOT TO SCAU: • PROJECT • NUMBER • AVENUE • STANDARD • CONCRETE BLOCK APAlnMOIT • BOULEVARD • AND • NOT APPUCAffl.£
N
SEMINOLE COUNTY, FLOR'IDA RIGHT-OF-WAY MAP
MONTGOMERY ROAD IN PART OF SECTIONS 3,10 AND 15, TOWNSHIP 21 SOUTH, RANGE 29 EAST
LOCATED IN THE CITY OF ALTAMONTE SPRINGS, SEMINOLE COUNTY, FLORIDA FROM, STATION 10+24.33 TO STATION 102+52.40
IY w 46A > (Y
~ ~t;;
GENERAL NOTES:
,. BEARINGS ARE REFERENCED TO THE NORTH/Saum t/4 SECTION LIN'E OF SECTlON 10, TOWNSHIP 21 SOUTI-i, RANGE 29 EAST, SEMINOLE COUNTY, FLORIDA, NORTI-i oo· 1g• 24" EAST, AS SHOWN ON THE PLAT OF "SPRING OAKS" RECORDED IN PLAT BOOK 16, PAGE 48 & 85 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY AND AS SHOWN ON THE RIGHT-OF-WAY SURVEY OF MONTGOMERY ROAD FOR TI-iE CITY OF ALTAM ON TE SPRINGS, FLORIDA, DA TED 10/31/74.
2. RIGHT-OF-WAY LINES ANO PLAT BOUNDARIES DETERMINED FROM RIGHT-OF-WAY MAPS AND PLATS OF RECORD, OR AS NOTED ON THE DRAWINGS.
.3. TI-IE POSITlON OF EXISTING MONUMENTS SHOWN ON THESE DRAWINGS ARE TAKEN FROM A FIELD SURVEY AS SHOWN IN TI-IE FIELD BOOKS OF BLOUNT SIKES AND ASSOCIATES, CONSULTING ENGINEERS AND SURVEYORS, BOOK NO'S. 90-06, 90-09, 90-16 AND 90-19, COMPLETED IN NOVEMBER 1991.
4. UNDERGROUND FOUNDATION ENCROACHMENTS NOT LOCATED.
2
I
§--s
434
419
434 •
VICINITY MAP
-L t. 'SCALE
6. RIGHT OF WA~ MONUMENTS TO BE SET AF IER CONSTRUCTION OF PROJECT IS COMPLETE, BY 011-lERS.
7. ONLY FIXED IMPROVEMENTS PER-TINENT TO THE PARCELS TO BE ACQUIRED ARE SHOWN. FIXED INTERIOR IMPROVEMENTS NOT LOCATED.
8. THIS RIGHT OF WAY MAP WAS PREPARED FOR THE PURPOSE OF PREPARING LEGAL LAND DESCRIPTIONS, ACQUISITION DOCUMENTS, MONUMENTATION, PROPERTY MANAGEMENT AND AS AN AID IN 11-lE APPRAISAL OF TI-iE RIGHT OF WAY REQUIRED FOR TRANSPORTATION FACILITIES. THIS MAP IS NOT A SURVEY.
9. THE SURVEY DATA SHOWN ON 11-llS MAP, CONSISTING OF SHEEIS 1 THRU 25, WAS TAKEN FROM A RIGHT OF WAY CONTROL SURVEY PREPARED
SHEET DESCRIPTION
COVER SHEET KEY SHEETS DETAIL SHEETS REFERENCE POINTS TABLE OF OWNERSHIPS
GEE & JENSON ENGINEERS-ARCHITECTS-PLANNERS,INC. 1900 SUMMIT TOWER BLVD .• SUITE 220 ORLANDO, FLORIDA .32810-5911 PHONE: ( 407) 660-1660
UNDER 11-lE RESPONSIBLE CHARGE OF PAUL E. WILSON, FLORIDA REGISTERED LAND SURVEYOR NUMBER 3970 AND COMPLETED IN JULY, 1992. CERTIFIED COPIES OF 11-llS SURVEY ARE FILED OR RECORDED WITH THE CLERK OF THE CIRCUIT COURT IN AND FOR SEMINOLE COUNTY, FLORIDA.
• 10. SEE LEGEND AND OTHER GENERAL NOTES FOR MORE INFORMATION.
RIGHT-OF-WAY
CEA I IFICATE OF BOARD OF
COUNTY COMMISSIONERS
I hereby certify ttiat tftl9 R!Gt!T-01"-WAY mop wm oppro".ed. by the Seflligole Coun~!°ord of. ~aunty Comm1ss1oners on _s_,dc ~ L~ 19..j'3, an~rep.J:C_sents the ex~ting and proposed right-of-we,, of~DVltK>t:: :?Ct( ltl,]) to the extent shown hereon.
The right-of-way identified in the resolution of necessity adopted by the Seminole County Board of C(!lll11y Cornmiss~3rs on the / 3 tA,, doy of
Y W!J _ 19 ond recorded in the Official R..,,ec,,,,01d!l!ls Book ~(,;!-I k". , Poge I1,/#$(, of the Public Records of Seminole County, Florido.
ATTEST :
CER IIFICA TE OF CLERK
I HEREBY CERIIFT that I 1ecei,ed this Right-fff-Way mop in accordance with the provisions _ct section 1+z.- 1~ 1, Florido Stotute:1, on this~#Cf!ay of w.U.11..1...f 19.9.3
erk the Circuit Court In and For Seminole County, Florida
SEMINOLE COUNTY ENGINEERING DEPARTMENT RIGHT OF WAY ENGINEERING SECTION
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNTY
BY DATE APPROVED BY DATE
DESIGNED N A N A DRAWN CADD 02 91
COU"1Y (NCINEER
CHECKED PE\v' 09 92 u«.w4E£R JF FIIGtff' 0, WJtr 5. ATTENTION IS DIRECTED TO TI-IE FACT THAT THESE PLANS MAY HAVE
BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
liW"S flftEPNtm 9f' FE..D BOOK NO'S.
i-------+---+-----t GEE & JENSON E.A & P. SEE NOTES SHEET 1
'°" ""- oa-n sc.u N/A
REVISION BY DATE S.R.438 TO S.R.434 SHEET 1 OF 25
[_L.,_________:,____,;,_________________________________________________________________________________......_tcYO;iiui'NNrTYfPP~Ron.Jii.N~o1.T°§;
• •
STA. II OfFSEI DATA FOIi 8/l SUII\IEY II C/l COIIST•
8/l SURVEY STA. SKr OFFSEI C/L CONST. STA.
STA. 1o+24.JJ 44.45' LT. • STA. 51o+2J.111 P.I.
STA. 13+25.17 27.88' LT. STA. 513+24.70 P.C.
STA. 17+111.55 15.112' LT. STA. 517+111.33 P.T.
STA. 21+66.711 14.14' LT. STA. 521+1!e.57 P.C.
STA. 24+33.11 8.43' LT. STA. 524+32.98 P.T.
STA. 25+01.65 s.rr LT. STA. 525+01.57 P.C.
STA. 27+1111.42 o.oo' STA. 527+118.42 P.T.
• ALONG SECTION LINE. NOT 00' Of'fSET
£.1/4 Cor.Sec.18, MONTGOMERY ROAD ~- 21 S., R. 29 E. fnd. Hex Bolt
CUllllt DA~ (WDT R/WJ cunt IIA1" (W!ff R/WJ ClllM DATA (WDT 11/WJ SEE C.C.R. N()0254:56.
A• 01'38'20" A • 01'M'5J" 6 - 02"!3'35" R • 7584.44' ,,,,- N00"24'29"t(C), 2842.44'(C) R • 711ll9.t4' It • 75811.44' T • 106.27' ~ \ T • 134.011 T • 147.47' \•--SE-C IION l!Nt :::::::-... TO+...----- SE£ DITNL AT RroHT. L • 21252' --- --, L • 288.15' L • 294.119' C • 212.51' C • 288.13' C • 2114.118' C.B. • N 03"!7'43" t C.8. • N '""8'T3"' t c..l. • N U2vi rr' [ 15 10 PC • 513+24.70, 55.oo'I.T. PC • 521+H.57, II0.00' LT. l'C • 525+01.57. II0.00' LT. PT • 513+37.21, 55.00'LT. PT • 524+32.98. IIO.oo' LT. PT • 527+118.42. II0.00' LT,
CURii[ DATA (C/L CONST.) CUR11E DATA (C/l CONST.) ClllM DATA (C,'l lXINST.)
A• 02'57'35" A • 01 'llt'!ll" 6 - 02"13'35" R • 7839.44' R • 711311.44' II • 711311.44' T "" 197.38' T • 133.22' T • 148.44' L • 394.63' L • 21111.41' L • 211.m• C • 394.61' C • 288.JI' C • 218.82' C.8. • N 0•'>"2JTl/'1'105~ t C.8. • N '""8'T3"' t C.I. • N u20t6U t PC • 013+24.70 PC • 521 +!!e.57 PC • 525+01.57 PT • 517+111.JJ PT• 524+32.118 PT • 527+118.42 Pl • 515+22.06 Pl • 522+99.71 Pl • !128+50.01
515 520 525 530 535 540 CURIIE DATA ([AST R/WJ CUllllt DA~ ([AST R/WJ ClllM DA~ ~ 11/WJ LA vtTA I!,. - 00-49':,o" A • 01 '23'22" ll, - 112"13'35" R • 7694.44' R • 7894.44' Ill • 79119.44' A CONDOMINIUM T • 55.40' T • 93.211' T • 1411.41'
REPLAT Bl.OCI( "e' L • 110.80' L • 188.58' L • 2118. 78' PHASE I WEATHERSFIELO C • 110.80' C • 188.57' C • 2118.78'
C.B. • N 03'41'o7" t C.8. • N o,•4"411" £ C.I. • N 020122 IP.B.28, PG.48 P.B.J4, PG.65PC • 513+24.70, 55.Dll'ln: PC • 515+34.10, 55.DD'RT. PC • 525+01.57, !10.00' RT. o'....., PT • 514+34.70, 55.00'RT. PT • 517+!9.JJ, 55.00'IIT. PT • !127+118.42. 50.oo' IIT. ,.. .....
BLOCK 1
I (0
fl I~
STA.327+29.69 B/l S.R.436
40.12' ~ z •
F.D.0.T. R/W MAP J z SECTION 77080-2509 z.._,~ I;
0
(.)....,..,. '-
E.t/4 Cor.Sec.15, T. 21 S., R. 29 E. (CALCULATED)
N 89'24'53" W (C) -~ 21.97'
r SEE C.C.R. #0010599.
p
~ ~ I
LONG \1EW HElGHTS
S 0012'07" W (C)
1-4 STA. 2302+12.7!1 CENTER LINE OF SUR~ 1-4S.R. 436 STA. 1375+07.41
Nfl!
P.B.25, PG.97
B/1.. SURVEY & 1/4 BEECHWOOD SEC. LINE 15-21-29 AVE.,... ... "-: ~~ . "' (/)tD Ill
fl +P.1.STA.38+59.54 B/1.. SURWY (I) .s I'!. (I)"-: ...-oo·J5'11• LT. I'- • (0"' ~< w Ill tO Ct:S.E.COR. OF S.W. 1/4 +!,I> Z VI ,-... ...
SEC.10-21-29 .., r ~ -< "' 0 ~ (0fnd.J/4"1.P, In Road VI Z
...,__--1571' PER C.C.R. ,00,0599 ~ 14
'-0') 1570.7069' (C) D NQ'JE; S.R. 438 R/W
~
(.)
UNPI..ATTm
15 N00"4J'J4"E(C) 2S07.4r_cc,________SECTION LINE -:'::,.
'N ;... t') (0SECTION NO. 77080-25415, (0 ~ "' SHEETS 1 AND 2.
--- N 89'24'5J" W (C) z a:,-•
~
N01'23'TS"E(C)
2634.17'(C)
N.LINE of S.W.1/4, z S.E.1/4, See.10-21-29;:____., Z VI
::J iN89'26'23"W,STA. 49+81.92 w zz
0 OAl(tANO VllLAGE-SECTION THREE F= 0 P.B.28, PG.24 w (/)
OAl(tANO VllLAGE-S£CTION ONE
P.B.25, PG.51
EXIST. R/W UNE PER RNERRUN RIGHT-OF-WAY MAP CENTER STREET SECTION FOUR FOR THE CITY OF ALTAMONTE SPRINGS
P.B.23, PG.54
rnct.1.P. ,llr-2864, S. W. Cor. See.11, SECTION 10, TOWNSHIP 21 SOUTH, RANGE 29 EASTT 21 S., R. 29 E. SEE C.C.R. #()027421.
N00"38'41"E(C) 2665.05'(C)
--- ----+-----\\- -1332.48'(C)
11 ,... (.).....,
NOTE: CENTER PARKWAY R/W 3:..... (.)....., THE RIGHT Of WAY MAP •0
NOf' "CENTER STREET CORRftJOR• ;...~ I"FOR THE CITY Of' ALTAM ON TE SFRMGS~
N- "' BY REGIONAL ENGR., PLANNERS AND ro z
SURVEYORS, INC., DATED: 2/90 _J 1334.22'(C)
S 00'56'54" W (C)
1-4 STA. 2348+<11.06
PS - 078
CALC. FROM PLAT
9 SPRIN(; OAKS"
P.B.16, PG.85
0 0
• 0 0 + l'tll Pl.AT t1F """'8 - tiff 3 ~.a Tl', N. 71, tr) NO IXlftNEII LOCAm, II f1EUI IIOltS. IO
•< 1-- (/)
STA.50+00.00
~
,..... (.)...., N
"' -"' N- lEGEM>.
SEE PAGE 1 or 2!I e • POINTS TO BE SET 81' <m!ERS.
REVISION BY DATE
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNTY
DATE APPROVED BY DATE
. . . . . . . . . . . . . . . . . . . . .CHECKED a wwwa,_,..._.PE:w' 09 92 tiW>S PREl"#ltD l"I' """ ..........
SEE NOTES SHEET 1GEE & JENSON E.A. I: P. ,c,u: 1" - 200'JOI NO. I0-411
SHEET 2 Of 25S.R.436 TO S.R.43-4
' . (
" ' .
B/l SURVEY STA. IKr OFFSET C/l CONST. STA.
STA. M+Jll.1111 0.00' STA. ~+Jll.1111 P.C.
DETAIL OF W. 1\4 CORNER SEC. 10-21-29
CALC. FROM PLAT N00'01''39 En,'1..______
2649.74'(C) SECTION LINE~
NO MONUMENT FOOND IN m.D, POINT LANDS IN RETENTION PONO
4
3
PS - 078 3
QIIM DA~ (lnT lt,IW) CUIM: OA~ (C,,_ CONST.) QIIM Oil~ (1/l Slli"-1' QIIM Oil~ (C,,_ CfflST.)
"' - 02"!!1"0.- A • DCr4e'1!1" A• N"011'52" A • 14"31'311" II • 75811.44' Ii • 7839.44' " - e-40.00' R • 920.87' T • 149.20' T • 51.39' T • 801.211' T • 58J.74' L • 298.JII' L • 102.78' L • 808.1T L • 850.34° C • 298.34' C • 102.7!1' C • 1103.53' C • 785.14' c. . • N 01'02'!2" W C.11. • N 01"44'T0" W C.11. • N 4T4"32" W C.B. • N 48 3/ 05" W Pl/PC • 585+88.15, !Ill.OD' LT, PC • 5114+49.10 PC • 203+01.27 PC • 80S+8!1. 79 f'T • 5118+98.47, 50.00' LT. PT • 59~51.88 PT • 212+07.44 PT • 814+49.13
STA. 811+82.115 7.oe• LT. STA. 5811+82.92 P.T.
STA. 94+48." 31.311' LT. STA. 594+49.11 P.C.
STA. 11~51.21 34.112' LT. STA. 59~51.1141 P.T. r-1 t
PER nELD SURVEYOR. THIS CORNER HAS BEEN CALCULATED f'ROM THE R1GHT Of WAY MAP Of MONTGOMERY ROAD PREPARED BY "HENRICH INC.• FOR THE CITY Of ALTAMONTE SPRINGS, 10/31 /74, SHEET 5 Of 5.
Pl • 59~00.49 Pl • 209+02.55 Pl • 811+53.53 200 0 200 400
SCALE IN FEET SCALE I'=200'
• STA. 102+52.40 54.59' LT. STA. 802+5.3.3.l
• END OF MONTGOMERY ROAD STATIONING
• BEGIN WEl<IVA SPRINGS ROAD STATlONING
oo STA. 200+00.00 2.91' LT.
STA. 20J+J9.74 11.23' LT.
STA. 207+32.03 0.00'
555
STA. 802+53.70
f'4 P.8.17, PG.21
,.. Ot •••0!31r ... "' O>. 0, "' ,., "' +· +N :;i in:s~ "'g! O! l,J• If)
~~ 0, I
-™ MONTGOMERY ROAD N.T-'.
PEIi PUIT fl SPlffl'IC OMS UHIT 9 f'.11. ti. l'C. 22
QIIM OATII (C,,_ CDIIST,)
a • 02'28'41" R • 7839.4400' T • 182.111172' L • 325.11450' C • J2!1.02' C.I. • N 00'5:r.lr W PC • 585+311.98 PT • 588+82.112 Pl • !l!IS+llll.117
tuft[ DATIi (lnT 11,IW)
:=~iw T • 118.02' L • 171.911' C • 170.811' C.11. • N 11 'M'lO" W PC • -811.79, 58.0D' l T. PCC • 807+82.JJ. 58.01' LT.
F.D.O.T. R/W MAP SECTION 17580-2605
mM:DATll{WSTfflW)
a• 73"2f142" R • 484.52' T • 380.79' L • 1120.25' C • 578.78' C.11. • N 59i2'1r W
N.E.COR. Of N.W. 1/4 P.O.T. STA.153+70.29 •P.B.17, PG.95 to
PCC • 807+!12.3.l. 51.0I' LT. PT • 814+87.98, 42.00' LT.
1.0-lD ---- DIST. R/ft LINE
219.80'
CITY OF ALTAMONTE SPRINGS SPRING OAKS UNIT 4 ~
~--~
2211.59'
B/l ~ I: t/4
SEC. LINE 10-21-29
r ~ &..I
2ir ~ MONTOOMERT RIDGE ~<- w ,1"0! -i! P.8.27, PG.84 1l5,n "' ~ 00 -,• +"' ,.,
\b~ S89'54'329W ,.._ < V'I ,_
(A RECREATION AND PARK AREA . AND DRAINAGE OR UTILITY ESM'T.AREA)
LOT 145 (SAME AS BLOCK D)
I
P.8.35, PG.6 w <D --I ~ u,., .. ~lofo
~~ oi • ~ N "l
c)'1!I0.41'(C) IIll -"'
I
25'
w
,n "' 110 ,,, +.
. a, ~~ V'I
N 00 511"2T E 2!1.00'
I
J::; _- L ~i:! STA ROAD 434
+ . S ~ SPRINGS BLVD. CUM Offl (tA9T It,., ~ --=---__/ P.B.16, PG.11l • 311.24'
C • 34.!12' C.11. • N 'l!.,..'Sl..,'22,.,." W
BLOCK "A" AN ANDO EPLAT O BLOCK 4 "' • J:Z,8'14"
P.B.7, PG.4 II • 578.!17'
I- z 0 "' - • otJ'YI' . DJ~ d z C < 0 er
..... l • 4158.51'
-
-
FOUND !5"x!5" C.lt . CENTER Of SEC. 3-2'-21 per plote, deeds I: f.D.O. T. R/W MAP
CkOWN OAKS, nRST ADD.
BOOK 968, PAGE 1977
CUIM DA~ (tAff ff,IW)
•
It • 532.82' T • 243.34'
• ..
SECTION 10, TO~SHIP 21 SOUTI-f, RANGE 29 EAST SECTION 3, TOWNSHIP 21 SOUTI-f, RANGE 29 EAST
HOO 38'4f"E°
-----1...el~4..,_______________________N002fQ5"t~--------------~enCMUN£______ ~0 3
2639.82'(C) fnd. N. I: D. with no number. West 1/4 Cor. See. 11 t1 2 T. 21 S., R. 29 E. fnd.!5"x!5" C.M. SEE C.C.R. ,0027422. In C/L North St,
•
LEGEM.
SEE PAGE 1 OF" 2S e • POINTS TO BE 5£1' Bl' OTHERS.
KEY MAP {PART B)
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNTY
BY DATE APPROVED BY DATE
DESIGNED 6Ai 12 '10 . . . . . . . . . • . . . . . • • • . , . t-----1----t-----1 COUNTY [NCINE.Ek
DRAWN CAD 12 '10 CHECKED P!::'w 0'1 '12 . . . . . . . . . . . . . . . . . . . . .
C Xkbi 111 tlllHf r, WIii'
liW'S PREPAR£D 11'1' m.D l00K lil0"!. 1--------+----+----1 GEE & JENSON E.A. & P. SEE NOTES SHEET 1
JOII NO. I0-471 SCM..E •• • 200'
REVISION BY DATE S.R.436 TO S.R.434 SHEET 3 OF 25
I . ' !
t' ./·. ·:...
B/L SURVEY STA. 90° OFFSET C/L CONST. STA.
STA. 10+24.33 44.45' LT. • STA. 510+23.19 P.I. E.1 4 Cor.Sec.16, T.-21S., R.-29E.
STA. 13+25.17 27.68' LT. STA. 513+24.70 P.C.
STA. 17+19.55 15.92' LT. STA. 517+19.33 P. T.
STA. 21+66.79 14.14' LT. STA. 521+66.57 P.C.
STA. 24+33.11 8.43' LT. STA. 524+32.98 P. T.
STA. 25+01.65 5.77' LT. STA. 525+01 .57 P.C.
STA. 27+98.42 0.00' STA. 527+98.42 P. T.
• ALONG SECTION LINE, NOT 90° OFFSET
CX) ,q-
3t I I• I8 1. • I0,, r> :I0,: IIO 'zi
': I
I '
Fnd.N/D Tinkle Por +38.35
----------... l_____../ /_;:..-,-........._- _B_E_GI_N_PR_O_J_E_C_T____,,_, '\
Fnd.R.R.Spike in cut \, out C/L P.I.S.R.436 & Montgomery Roos:! Sta.10+24.33, Center of Section 15, Township 21 South, Range 29 East.
STA.10+62.33 B/L SURVEY(MONTGOMERY RD.)=
STA.327+29.69 iI l \.•I \,i \
[PJ l I
B/L S.R.436 (F.D.O.T.)
I I
SAHLMAN SUBDIVISION P.8.23, PG.72 SEE SHEET 115, MATCH LINE A-A.
- -----------i•1"i---------------------24' IN/EGRESS ESM'T. O.R.1081, PG.0963 -·
320.00'N 00"54'35" E 132.00'(D) t
- --=- - -:~:D~~;,T]:-_-"""'..~-~ 4~P 178.50'(D) S 00"54'35" W
32.01
COUNTY PROJ.NO.
PS - 078
I I I
A"" 02"57'35" R = 7639.44' T .., 197.36' L = 394.63' C = 394.61'
R/W LINE~
.31- ~ ..T • 106.27' -T ~ --,
.._: L - 212.52' <11 .j , . en c - 212.51' ~Ii ~ C.B. ., N 0317'43" E 2~ U ~ PC • 513+24.70, 55.00'LT. 1 \ t-
4
C.B. "" N 02"3705• E PC = 513+24.70 PT == 517+19.33
18 :'.?
l~J $ ir~ :~:~::;;s;~tr, '°" ;If §: MONTGOMERY SQUAREo &ri i PARCEL 105 ii PARCEL 106 t,~ 8 i:o-ml-l----';~;;;-'-~~"~~';;:-__.cc-=--"-'---- ,.._ II) · ~ • r-: r: P B 24 PG 9
Pl = 515+22.06
..,:. ~ ' fl. - 00'50'52· ' ' fl. - 00'04'19" <:(' >- 8 "It- ! ♦ • , •
~ • R - 7584.44' ; ; R = 7584.44' ~i ~ N ~ §:_.._,.... r,cOMcu··~RcmVE____ 0 _~ARTEA.~F..OR-··· 7 , T:'.? ~ T - 56.11' T = 4.76' >- :j 3: ~S
II) 0 I L = 112.22' ' ' L .. 9.51' 0' ~ 3: 'I--. • I o • C 112 22' , , C 9 51' , 2 ~ ~ 00 '. PARCEL 107, I
5.01'{C)
z I I
Cu2'."E B o..._,..._
&ri = · · : • · · iii 'I-- ~ ai r-l 707 & B07 ~ &0 LCB_- ~ 0_3·49•2~· E · ~B _- ~ o.?, ~•51" W_JJ b g ~ g ~ fl. _ 00•41'09•
,..---------+-----__, I ...,_~ ~ z • w .. R - 7584.44
/ : ~ ~ T - 45.39' 2 STY ALUM. COMMERCIAL
IZ. - "'7'5e4."4'"4- 1
I P.O.B. g L • 90.79' + C "" 90. 79'
I <@t> ~ ' CB - N 02-so·os· E ' ~ L': - - . - -···:.J
N ~.\-------------~----l~- -+--_-_s~.~am -=--+-- __ -+-----1- --/7 (I) 14+49.n 76.80 LT.
15+40.51 73.75 LT."'! u' 11+29.65 • 0) N 04"05'52# E(C) - - - - r LL
g+ ~ 93.66 LT. <IQ1) ~ ~ ~ ""! P.C.2B 18 - B - - - ·_:......--...:. • . ··~- -l'-,- 04 ' a, · u:, 13+ . A ·- .,. - - - .. - - •
::: • , ..-.. ~ ~ 1 STY. BLK. ..., r-- 82 60' LT l'f'---- 26.80'(C) - • - - • • -• ~ ~' S + COMMERCIAL ,.... + . . R/W LINE 14+40.27 N 89'30'27'" W(C)
(I) °g I~ u¥ @3) IJ Cul!VE A DAT.... 77·19 LT.P.0.8. J,.-=-::,,,1 Set I.R. 2700 ~s 00"54'35" W / -- ~ a:i -- ~. --------·.f------4 e:- 758444' ~ 14+4~.97 ~/ 890.92'
' u:, C/L C O ,.._ i L. "'1-2.52. '1.Qv 50.00 LT. z I ONSTRucnoN 12+61.70 ~ _N A• oo• I':'' 17" 133 93• (P)
_ _N 04-05•5_2• E I } '° g cs· so~· 2-4' ae·w s 89"30'27" E{C) , - - -f.- __:_ - - - - - -- _ -i-- _ -- -.l 86.30 LT. en P.O.B. 52.19'(C) ~s
I ',, , - --t-,--4 - -- _ __ 307.50' : (f.Q§) 5' F.P. DISTR. ESM'T. N 00"54,35• E(C} "'--'"'o~«.~o..::,----'-- EXIST. R/W LINEf ',....___....r----!.i! _ _j - -t-~ --- ____, _ _,.,,:,::;,'~ 0.R,1298, PG,1212 9.50'(C) -~ iii,~ 14+ 50_15 S S
I
44.45' {C)
. z I ~ I ::J ..,. ~ .--..... I 0, (I)- I
~ I I C0 .~1 I
~
@· o~ ,,~:.:;;~. LT!;.~~~?ls• ·;;;;i~:-.-_--_---:--:i-----:-:_-,_-_--.,,--1,_,----:--:--_--_----=-~-E~~~.~s:--~):;_ ~{;50'(D)- - - ,-~ _- !--:- ~;:i..N.... ~s._oo_L_T. - w o gli.. BEGIN R/W ACQUISITION 25' R/W s:~ 1;~ P.0.8. --~ __jz O+ N,,; 1
10.N D. B. 198, PG. 373 0 ° 1 !" u- I, 8 ~ :;: ,,; I !il b I ;:, ~ ,J_Q§,, I()
___ ~'- IO!IOO'(cJ_...J: _________,_______._ ~eoo·cc) ~: ___,_ MONTGOMERY ROAD ___ •2&.00"(c)_~jf 1 I.,....
"- B/L SURVEY & 1/4 SEC LINE ---------------- 2•'• 9 rcc) ~ , -~ - - 1- -- _ ---1 ~ < . _________________::) 25' R/W --- S11.i?: I 12+82.00 25.00 RT. ~ NOQ"54'35• ' <( J-15+32. 9
11+30.61 D.B. 198, PG, 379 81 ; BEGIN R/W ACQUISITION E 2634·21 ~ (I) 36.07' RT
in"d c:~~Cut, ><O:it:172~-~// -1-,-11.-/l-r,~ l-r-'Jf--.~-::-r7'.I---;l----i---1---1--- _____:{t;__l___ -----------. ------·---.. r E~~~~--~{!-~I~:-----. S 89°49'29• E(C) 6~:51.r:0.067:
0.07'N,O.OO "!f,-..-- - - -• o, _u_ - _I~_ / c::r _- _- 'J. .._.. j / _ ~J'_:s~•- E_ '"- __ .....::...L __ 1~ _ ~0;6_3'(C) _ _ 7.60'(C) --------------------------
.,,,, ,, ~ ~ N 00954•35• E 13s.01·cc> I 40.12·(c) t ------ _____---,~._..)-----;,',-----------,.---•' r, LJ --..1, ~ ~ --- I s 04-05'52" w ~3~22.06 R/W LINE ~_,. --- -"f-~---1--25' R/Wii ~ I P.0.8. 27.23 RT. I 100 ~ I O.R. 2465, PG. 0676
' T rlu....J. ~ ........ ~ UMIT OF CONSTRUCTION (TT'P.) , ~~, ~
......_, --.....,
~ I I @ 3t•,~··1r. ' ;•~40·cc> : -j' -t-1000,:c~>- .. -t:,"-~
~ I I 15.37'(c) ....... . ,__ 13.92'(c) u I I ~ ·-··-··- - -- - ·-·-·· g, ...... 1 56~0~ R~~ 1 +32.9s ~ I I ~ ; CURVE DATA (EAST R/W'J g: ¥ 50.0 RT. I ~
w
I >- I') . AND CURVE DATA FOR 0) • A -< ~ ' PARCEL 100 ,- m
I I f ci N
I ~ a._ i fl. - 00•49'30• ~ ~ B' F.P. o,s IRIB. EASEMENT I 0 I ..., R = 7694.44' Ul m O.R. 1158, PG. 0449 ¥
I ~ ~ T = 55.40' ~ I ~ . 1- I 0 ~ L ,,. 110.80' ,..,. N
c5 I ~ci ~~ I~ :::i:(/)w I I ~ o C = 110.80' ~ ro I ll00) .., ...: Ul C.B. = S 03'41'0~ W ..t- ~ .... I > · r-- 1STYBU(~ ~ I 8: lX PC = 513+24.70, 55.00'RT. ~ N COMMERCIAL I z ~(/) 00... I I °'o ~ , PT = 514+34.70, 55.00'RT. ; L 1- ~ : NOTE: (PT IS NON-TANGET) : ~~ I I ;~ ~-··-···-·· - - - - - - ~
a. ...... I :I: :J UNPLATTED I.Lei f: I ~F
'°~J ~~ ...._ s oo-s4•35• w 165.01'(C)
Fnd. 1 2• LR. 1.14 s.0.12 W
N 00-S.3'13" t{C)
RIGHT-OF-WAY MAP MONTGOMERY ROAD
Fnd. 3 4" LR. EAST LINE OF 1HE W1/4 OF THE SW1/4 OF THE NW1/4 OF SEC. 15 0.93 S,0.12 W
SEMINOLE COUNTY
"CITY OF ALTAMONTE SPRINGS" SEE PAGE 1 Of 25
DESIGNED N A N A DRAWN CAD 02 91
····················.COUHTY ENC1NEER
. . . . . . . . . . . . . . . . . . . . . EXISTING R/W LINE E.1 4 COR.SEC.15, f CHECKED Pf:W 09 92
Mo11PS PR£PAR£D av-------~~---1 GEE & JENSON E.A. & P.
£$ &AOIJIIQtffOf'fllll(f
FED IIDOK NO'S. I 150' T. 21 s.• R. 29 El 68' IJ::""'___________________,__(C_A_L_CU_L_A_TE_D_c_)_y.,...__________--ty
SECTION 15, TOWNSHIP 21 SOUTH, RANGE 29 EAST SEE NOTES SHEET 1
.JOI NO. 90-470 se.u 1 • =20' PARCEL 104 D.M. 06-29-93
REVISION BY DATE S.R.4:56 TO S.R.4:54 SHEET 4 OF 25
I l
,-- .. -- ... - .. ' - ... - .. -- ... ......, ' '
PLAT CURVE DATA IN 00"47'14" E (C) ,.. SEE SHEET 6, MATCH LINE 8-8. 1218.42' (P) ..., r--···-···-···-···--··-···--. F.P. OISTR!B. EASE. OVER PLAT
R = 20.00' T = 20.00'
61
g I & FRM RES. 62
84.00'(P)
65
" 84.00'(P)
84.00'(P)
84.00'(P)
a.. < ci '-" ILi I')
0 Ct: I') CD
8" OO'(P).... o '-J
3::- 9167'S 00"0 2
• W(C) ~fl• · _,c;::'f.---1 __18_6.40_'70.0l'(c) ~- 148.00'(P)N.00°02°19'~ -- N.Ol 0 08'17"E.
l'1S 00"54'35" W(C) IXl . IX) ~TCE 16 · 67'(C) ~ E S oo-0
2 • 19
• W(C) ... Pl 20 82 25 - - - - - - - - - ±./--- • + · 91.76'(C) "st ____ /64.48' LT.N 00"02'19• E(C) "'62.57'(C) --- --- --- N - '-. _____________ -- __ -'y ------
..-. = ~~-·---~:~-~:~=-~~-~---~~~-~-~-~-------f____·_-_-=---· --- --__--·••-_-_-_---__- _--_-_---_--__--
------ -------------------------------------- ------------· --------"'"·_-_-_--_---25'--R/w______________ --------·
---''-- -
1- -1111 - -ii- 7T i; '- 11 -1-1- 11- -11,r-:1 - 7 - -
t- • <~ ~ (f)
r I / VI
- - 110:00'(C) @» I I·,..:. <J - - - - - - - - ;;;;a,----r~-- g~~---s_o_o•-54_•_35_•-wcc) a:- -- s ~=-~:.;; E(c)
1 STY BLK O ~ j 20+71.n 40.00 RT.
RES. B ~ ; I
• (/) t-- _ ___, · 110.00 (P) I ~t - - - - - - - - - - - - -, _--t--1f--~o:::..___
·, ~ o I ~ j b o:::0 I Il'l I
110 · 00
--' jLONG VIEW HEIGHTS
~ RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNTY
BY DATE APPROVED BY DATE
LEGEND:
1-D_E_SI_GN_ED-+-.;..;NL.:.:.A-I-N-'L-'-A'--l • • • • • • . • • • • • COUlflY r:JIGINttR . DRAWN CAD 02 'II CHECKED PE::W 0'1 '12
. . . .. . . . . . . . . . . . . . . . . . LIU .m a, fllCtff' a, _,.
~-----J----f----1 MitM PR£PM£0 Bl' GEE &: JENSON E.A. &: P.
mll BOOK NO'S.
REVISION BY DATE S.R.4:56 TO S.R.434 SHEET 5 OF 25
-.Set I.R. 2700 ~I 2700
14+45.52 15+83.89 659.60' LT. 659.90' LT Ii-: I .......
zI 1-~ o I~ I- ILi
I ::i; ILiu ~ I i I ILi Cf)
<.......ILi ILi~ ill() I ::i;
t::. • 01 '.36' 20· Cf)
< ~ ILi ~ r- IDR = 7584.44' N
I I ~ ::J .-.. T = 106.27'
Ii-: ~ I~ ; I~ S' 29
w u·
84.00'(P) ....... ILi
L = 39.27' '-- ··-·· - ' - -·-·"-···---'
84.00'(P) a.. F n.~ a:: ....... 0:::
<~ g I a:: 3 :J a.. t s 1~+·: ~ ....... ::> ::--L = 212.52' ......... 0 u 0I= 0 z ....... • 0 I') •C = 212.51' LO
+ ....... ' ,1-iJ I ~ aci i-1
N Ir-- • .30 ci 0 g 33 ILi NO:::::E::> t"l I') I')C.B. = N 0317'43• E ~ ...,: IO CD 84.00'(P) j N
~ - t"l ~ ~ :::::E g PC = 513+24.70, 55.00'LT. a:: 0
ILi • (.) PT - 515+37.21, 55.00'LT. II~ ~I a. 0 I 0 0 ~~
0 0,_ LO ~ I < II- LO fi ~ a.. I{) (/) u ci I ci >- ...... a.. I{) 84.00'(P) 84.00'(P) IX) NCD ......r· .. ---·-· ··- .. ·-· ··- .. ·7 VJ I') n.Cl I') a:: ....... 1: CURVE DATA FOR . z 2 wPARCEL 107, ~ -...., II < 0 ~ I ....... 1 STY BLK ..., ~ 1 STY BLK ~ ~ 1 [
-' 31 707 & 807 ! ci I & FRM RES.
I')
ci t"l .32 l"l• I')l!i = 00'41'09" I 0 84.00'(P) I I') g & FRM RES. I g.... 24'R _ 7584.44' 1 I 84.00'(P) 84.00'(P) • •,., I') I')• COMMON AREA j I')
-~ ~ a:: a.........,
IX) •LL I()U) zz
:'. ~ COMMON AREAm. N +
1 STY BLK I -~s -00-.54•35• W(C) L - 90.79' j o , • (C) 43.31'(C)·, 15+40 51 .._,. S 00"0219 W
I C • 90.79' : 73.75 .L .1·=-5+"""'8:,.3=.9"-"0'-- I .~ '-u-~-=7~0.0·1';"""'(C_). ----~-- wl,..._u~. CB • N 02·50•05• E . 70.17 LT. I . , 1 ,. • ,.__, I 138.00'(P) .st ~ o ~ \
@_) I:',! I;;; ><j;
1I TAN. TO CURVE j _,:it ______..,__...___ 169. 79'(C) I P.O.B. __s oo_-02_'19·_wcc_) _ (/) 1 a:: ~ N :-._____ _J KINGS ROAD (PRIVATE) a.. I()
03"0B'05"(C) 05".37'.38" E(C) -- •.._.___ ~ l'7(P' 80.6.?'{Cl t ~ ~<'( ) •.......__-...;~ ~ ~ I 179 8211 1.3.3.9.3' (P) - - ~o · C - - - _:__ - -~-[~J-~...,.,~-;;;;-~--~-_=;:;:='--~·;;::~.---------------..--LI-MI-T_OF CONs_rn_uc_n_oN...,(~TYP_._,____..._.._~ ---,--_ =--=-- ~ ________ ~ ______ ~ ,, ;:;-- - - - - -------------- -- -
r, r, :,l,, -'1 -----=--=-=-=-=------'---'---=--,,--- - ------------ '"'==""· - - - - (J r, 'J ., • .._ E' ,, :•:: - ~ - f..~----_-_-__:__-:. _____• ,.,_____ - -- =-- - - - -N05-.3-7'38• E-(-C)- - -~-~--'--=--~~ ...._-______ - =-=--=----~~---=----=------"----=--=-=~;_.,.________.,.~~-----"·•"-~-~---""'11----~ - - - - °:;.I~ I _ ,(C) --------------------- -------- = + . --------------------- ·54 35 W(C _____ 890.92' (P) Ii l i;,-------------------------------------------I ------------------'r'-------------------------- ----------------------------------------· 10 03 Pl 17 19 72 S 00 ' " )iI: 515 i s,t I.R. sa.•• Lr. j f f \
zl 41 fl2700 _, EXIST. R/W LINE , ♦~ l i \_ .. ,,v I II 15+83.90 ~ ..._ , , I . C L CONST. l i ',,__5
_______ - - -_-_r-----r:::::: --=: - .... -! 15 -- -~·-- .,.___ ·-------~-----------=--------"-------=-----------------=-~-:t____ __ ____.,,..__ ___ __ _______:t___________ ~--~~~-~~~~~-~-~c~ ---- - -· -·-·---4~~~24~~C) -:;_,,_/__ IiJ -- -+ --
0NTG0 ERY ROAD N O • " , --- 25' R/W Fnd.N 34211 11 ,,.--- ~ LI M M O '54 35 E 2634.21 D.B. 198, PG. 373 +10.72' ' --- 7:;;- ---+-- 507.99'(C) •] p OB - - -- -- -- - __,.__ - -- - -- - --- - -- 0.04'RT. 737.05'(C) __,-,
W 0 '.'\, @ · EXI /W -..... PT .. _ g~ 17+61.3B .,.___ 25• R/W Fnd.4"111 C.M. - F2'(cJ ½17+ 19 333 ~ 15+32.79 ~:g Fnd,I.P.f.3778 ST. R LINE 39.08 RT. :ni":(l - RT. D.B. 193, PG. 379 0.27'S,0.00'E .w 10
:r: ~ -~.!?.~<:>?~--~.!-__ --~~~ __ ______ o.25's,o.oo·w __ ____ L ~: ~ 39 25
o.s.---·-- --- -----------------------------------------------~--- + 11 65 1=--..._. ~ 1;;-_ , @P.----,~..,.,.r(ii~- -- D ----- "'I O --25.0 RT. P.O.B. --~:~
g...... ...... ~' ~ t-
25' R/W O.R. 2465, PG. 0676
P.0.C. Fnd. R.. Spike in cut out, CL P.I. S.R. 4.36 and Montgomery Rood, Center sectton 15, T. 21 S., R 29 E.
15+32.96 50.0' RT.
LL • 0:::
1o d
-- _ ______ Noo·5~;-35"E(C) - <@)P. 22;_73~-(~)--=--=-(@.)-----=-=--=-=-=-----.:_- - 7- - --~~N~,,,,7 -;;;;--:;;:;;;~--;;-;:--~;:::.-r-,---"'"T"'--=-=-==----~ , @J) "'1 25.o,~-c) - - 0.B. -- _'---==-1. _ __ _ ~· • ~ 86.30'(D) 86.57'(c) 63.70'(P> 1;\, 11 11 1111 08 0 0 10 0 1 u I ~ 25' F.P. DISTRIB. ESM'T. 25' Riw
LIMIT OF CONSTRUCTION (TYP.) 7 0~ -- - -~ ---""""·-----= 0·1~0-28.p157:ccw1r,c,.: I g O.R. 1401, PG. 0197_~ O.R. 1:to1, PG. 0739 1, g ~--==-• R/W LINE ::--0 b @ l'.b ~ 3:: ,-., I ~- [---- ui N-00'54'35• E(C)- · - --·-- t--- --- -- ~~ ~ --
- - ~ - - - - - t~fUcl=-=--J~ ~ · - - ~ ~ : - 7 __...,-:::-::=::~~~~re~::::~==:::=:~= =~-f::::::3~:8'(~ =--- ~! "'@ -!~ ---~-_..._-___ 25 F.P. DISTR. ESM'T. z 20.00'(C) C/l ~ N S 01~0•39• w C) IN I ~~ ~ '
O.R.1401, PG.0199 s 01'40'50" W(C) z 5 M{C) ~ C/l ~l ~ •0, N 0),. ;':ii_:ti FOR 7 : ii~~:t~ FOR 7 re<: 11+01 38 ~- : ,••: 8s ! i 'g : ~ O> co ~ = 00•45•20· l!i = oo·oe•55• I 50.00 RT. . ~ g. 50.00· RT. ,:-+--;;a::::---~~ •fflv,__~-,....,--'z ' • ID I w I') • (.) I
R = 7694.44 R ,. 7694.44 I .-. ~ ~ ,. " i!: + I~ 'i:;j' , T = 51.B6' T = 10.00' + i-1 I '1' g. U) 3 ~ ~ L = 103.71' L = 20.00' I co I") I '- w .... ~ C 1 3 7 ' --; a, '- ~ t; C/l l"l o
. = 0 . 1 . : C = 20.00' : I ~ ro v !:'"> : b : cs = N 02·oe·2e" E= · cs = N 01•40•50• E · 0 (/) (/) I '' ½ o,
L - -·. · ·-· =1 L' ~ ~~i o~;'jcE,ST Rt,()- -: 1 i ~ ! ;;- 1 : i~ ~ Il'l 0
: 50
1 AND CURVE DATA FOR l PARCEL 702 t, ~ ~ ' ~ PARCEL 102 A = 00'03'33" z . · · •·CURVE DATA (C/L CONST.) L.>. ~o::: ~ u ~ I).= 01·23•22• R = 7694.44' < ;:, ¥ N 1 STY BLKI). = 02•57•35• R = 7694.44' T = 3.98' a. ~ COMMERCIAL ' ,..._ R = 7639.44' T = 93.29' I · . 10 ~ ......._ '
u ....... T = 197.36' UNPLATTED L = 186.58' L "" 7.95• I ~ ~ IO ~ • ........j,,.. .......L = 394.63' I') C = 186.57' • - : C - 7.95' : Is ~ ~ ~ Q ,< I ........ a.. I") C = 394.61' ,..._ :::-'C.B. = N 01 '49 58 E · ' • . j co :::--- 1- LOT A (.) I NO> ,.__,C.B. = N 02"37'05" E PC .. 515+34.10. 55.oo'RT.. Lce_ ~ 0~~~~3- W.J ~ ~ g z ~ g Ir-- .N
PC = 513+24.70 N NOTE: (PC IS NON-TANGET) i I LL O ~ st 0::: t'- 0
PT= 517+19.33 ' I- ~ oLLllflo ~~ I PT = 517+19.33, 55.00 RT. : z ci . ''
0) t-- IPl = 515+22.06 N
I
y"CITY OF :~~A~~N-; ~P~l~;S. ti i~ ~: ~ I < 0I o o:: o >1~
I') fnd. I.R. 993 ::-- t-= o::I 0 2.22 N,0.42 W ~ ::t o
SECTION 15, TOWNSHIP 21 SOUTH, RANGE 29 EAST F"nd.4"1d C.M.I ~ ~I 86.30'(D). N "st 2.14 N,0.32 W63.70'(P)
~S 00·54•55• W(C)
224.83 C
EAST LINE Of' THE W1/4 Of THE SW1/4 OF THE NE1/4 SEC. 15
l
,
..
.. • •
~ '
COUNTY PROJ.NO. N 00'47'14• E(C) 1 ft.(P) 6PS - 078SEE SHEET 5, MATCH LINE 8-8. ~ 1218.42 (P) L
----------~--------=-------:-:,---~-----~M~O~N~T~Ggo~ME~R~Y~sa~u.µA~R~E;____--::---~----~~~~~---~<?>---_!___~ _j~
;;=j t')
I') tO JI"" ~ • • P.B.24, PG.8 \ ', \ J29.29'(C)
:Ii~--·-···-···-···-···-···­ ~I w .._: r - -Fen.•~.· !2x24 - - - - - - - - - ~ - - - - ~,- - -', GRAPHIC SCALE - - -0. ' . I ...................... 7 a 5 .., 47 '\ .. • Fnd. 1" I.P. SEE SHEET 5,Ir (!). PLAT CURVE DATA . • • MATCH LINE C-C.<
I 0. -- • CURVE DATA FOR ; ~---1<,.,_.., § a.. I 0.21'N 0.14'E \ \, ~ ·, ·1 I I 1.05 N,2.37 w Fnd. 4 x4w , PARCEL 101 & 101, w sr ffi I ~---- N 00•50•53• E 329.42' ,, r:w::w::l ,. 1 _______ C.M. /12247N -® ~ N..,., 0.27'S,0.11 'Wl::,. = 01i7'42" ~ w a.. CURVE DATA (WEST R/W) , < IN m:T l:J
F I.6. = 90-00·00· R -- 7689.44' :JF L&J I \\ \ I Inch - 20 tt.::, IR == 20.00' ig ~ ~ l!,, = 01 "59'5J" \----->-----~---:'lr---->--•I") T = 86.90' ::, v _ =:'.: ~ R = 7689.44' -.....--'\~-----.-----~,----,, T - 20.00' ; < N 1-- L = 173.80' 1:l ; ~ 8: ~ T = 134.09' ', \ ',: L = 31.42' •>
- ''. - ... - ... - .. ·-.··-··-~Ct: :5 084.00'(P) C = 173.80' < w I::: L = 268,lS' \ ', ', ', ,..., NORTH LINE or THE SE1/4a..a.. ........ . CB_
4 • • E · z > o:: I o SOUTH LINE or THE SE1/4 c - 268.13' ,.. , , , ~ oF THE sE1/4 oF 1HE NE1/4~ o~· ~ Of!_ .. :J \ a..a:: < ~ Q)N OF 1HE SE1/4 OF 1HE NE1/4 C.B. = N 02'08'13" E \ " \ \ \ -.,. OF TUE NW1/4 OF SEC 1592 ,.._....... ~ ...__, Vl- I <u • \ . '- \ \ a..,, OC! '-->----"\ , n .a.. 95 ~,..... ~- ! OF 1HE NW1/4 OF SEC. 15 PC = 521+66.57, 50.00, LT. o .,_~ \ \ ~ ...a.. 0......- ~
g • 0
0:: fji ~ca._ W w 10(/)1--· .-.. PT= 524+32.9B, 50.00 LT. CURVE DATA (WEST R/W) \ ·,p \ \ \ 10 \,_..;a ~ ::E z. 0 N. 00° 17'59"E. 100.00' . -<- \ \ \ N (?,P, 7t,_ • \ 84.00'{P) t') -_. 84.00'{P) 7(/) ..... ~ ~ I~ ~- ~ r CURVE DATA FOR 7 r cuRii DA·;-;. FOR 7 ' CURVE DATA FOR ~ : ~;ii,;1,• \ ~ ·"? ', Cf.,, ', ,,,_ -0..t\ \f2r-----r------------t w ::E
0 - w w - :;; i PARCEL 708 1 PARCEL 708 I I PARCEL 108 L' \ • -<) ~ ', \ ', 0..~ ''?VJ ...... a:i 01- n
....... ~ 0.0 .....a..a:: &- ~ ~ Ii~~ 5-~-t- 6. = 00•24•34• -i : ·6_ = 00'24'29~ : l!,, = 00•42•11· in [ = 1:;·_:;: \ C!(S'~Y,,~ 0~,, ,, , ~·-a ~ ...... a.. a.. (0 (\J a....__, g; .._,QJ 93t') 94 VIV:---t') ~ ...J < - :;) N . R = 7694.44' . R = 7689.44' ;I\ • R = 7689.,44' 5 - C = 294.88' 1"' \ \ 0r ~;..(/) ,';') 0 t') 0, I')
t')
nd. , . pl
27-39' 47·17' t') g a..<(/) 1~m .,. T 2750' ! T .. I T = , U ,-· C.B. -- N 02'01'22" E \ \ ' ' ~ .1 STY BLKd 1 STY BLK d t')
(0 c:iI Q ~ [;j m = . • i L .. 54. 78' i L = 94.34, \ \ \I') t')e n cu out, : t') 1;it'"l& FRM RES. & FRM RES. ~ w I Ql L = 55.00 • C .. 54.78' j , . c = 94.34 < . ...J PC = 525+01.57. 50.00' LT. \ \ , ',CL P.1. S.R. ~36 ond ~ontgomery Rood, lCenter Section 15, T, 21 S., R 29 E. f!: Vl . C = 55.00' · • , • 1 'C 8 ,.. s 02•47•04• W'_ U o PT = 527+98 42 50 oo· LT. \ \ ~ \' 47.oo•Vl I - 'C.B.=S02'38'11·w '.C,B.=N023814,E .. • d .. ,:- . ··-·· '\ ', ~ ', - - Pl • 20+82.25 __ 84.::-·~-~oN AREA
0
84.oo•cp> _ ~J~~ s~~~;:{g; w<c ~ ~ s.~;~,--,c;, _@) L ... - .. - - - ~l,_J - - - - - _J ; : : :~'.:~~.~o• , \ \, ~ * , \, 64.48' LT.
@ 148.00'(P) '§E --- 1· I 5.00'(C) 87'09'31" W(C) - ~ ~ R = 7589.44' \ ', ~ ', \------------=~---~"<:"---..:......:..---,1') P S.OO'(C) ~~, - IO T = \ ' ~ ',23+40.77 UNPLAmD • 8J. 3J' _ ~ 01-08'17~(_c) -'2'N_GS_ROAD _Q'RIVATE)__ ~8-6.05'(c)_ £ ~c.~. '-.1 (/):8 / ~o //II 61.48 LT. PT= + -~ ~ ' ~ _ ~~t~g: . \ ',,, ~ ',
24 35 . 06 0
,,---- N 01'08'17• E 84. 74'(C) __ ~ R=25' '-lJ:!.1,./ . 0 V__£_ TC · · E · 58.39 LT. a....., IO 'C.B. = S 02'J0'25• W' \ , z \ \ I'-- - - - - · - - · - . -- - - · --~· = - - .--C-/ _ d- - S 03"08'10" W(C) ,.._.. P.C. • 25+03.59
L - - ......J \ ,i. \ \ \·- .,,....-----~ L.26181
••• --•-·----::: ·---- - 685 ,() 55.7J'LT. \\-----48a72Yr)_=,,,_=- ---::- QQv . - ---;,-.-48'(~)-=-- - - P.O.. ------~.... --+,Jo .-_ . !~....... \ \-;,4(r(C} v-- 25+70.17 ----- ----H----- -----f-J--~---B------- fJ ,, -L- 0 ,, " 08 ~r--~-,_,...___....,_~------~•·• ---...._. •--- \ 51.09 LT. \ \ - - - -==--e:-=--~-=------ ---=---=----"--=--"'--=----------- _Oj,:-4.----,;-·----;;-§'j•rp)--.:~:._! ~-:_:--::::_:__:_=::-__:_:, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•·---~--- - ~~~~ 4~"'""'"°N_8_.,9~i'l<l-~Oo:--:'2~6~•w:"."!'(:!C~ ---------------------· ---- -----------------------------------~ -- O5 - 35 --W_________: ___s .. _______________.______________ j ~-- 5'F. P. ESM'T. '\ st~a· (C)WO
zo 'f'----25' R/W DEDICATED Fnd.4x4 C.M. <lQv O.R.1309, PG.1265 525 ,....__ 25' R/W ESM'T. & UTILITY ESM'T. + __._. PC = 21+66.99 G OJ o /W \ 70 ....:::J + .-
I N r--6_4_.1_4_'_L_T._______,c.___s_Y_P_L_A_T______________________o._o_s·_s_.o_.0_8_'E--f('.-- - --~-- ~ - .--=--= ~ i----=-- N oo_:s~•35• E@= _3?9.28'(~)--=- -~-=-~ -:...,.._-:-_o.R. 18_6:, p . - -J ~ ~ ixr~~ R -_ ~-INE - - ~ -so. -- ~.~LT. -i:f'r'. .-m-.""i<t-lJ"lli"TTri
u . C/L CONST 'i"I- <( ·---- N 01 ""8'1_7"_E(_9~ --.-;:;:::::.,..__, .,,,,,,.- __ --=--==-----~------------- ,.,,u luI Fnd. c.". f224.. .., -""' -(@)9- src ,s-21-29 __..J.. ·_ _ M 1<( I­ u -.,. - ..... ---.- .. __ MONTGOMERY ROAD ·-----·-- ______ -----------------------------------· P.0.8. ----- .;;-- - W 0
~ (/) 447.24'(C) 'I"-= 25' R/W - +-------~~t'- I O.OJ'S,0.01'E ·------------------------ ------ N 03'08'10• E ---- 25 '!'--- 25' R/W C/L CONST 08 \ u '·"' z O+
_,,,,- B/L SURVEY D.B. _198, PG. 373 !:; + -- ---t--- _,__ - -- - --H--- - -r-- ~.B. 198, PG~---_-_._;:-- . 'i •~ 66.i·5~T. __JI' ;:;-l---, 1J17.77'(C) A- -=-=-=-=:-::~=-=~-=-=-~~~::w98;;;7~.84;_:'(~C) :J: N68.58'(C) \ \
21+76.7b,. I 1201os·cci~g 'I"--- 25' R/W -- - -.- - ,- 2634.21' N_O_o_•54•35• E -- - -i=- - L - - - - ± - \ s ;.s,·35· w(cJ ·~·-.-~~-- 40.00' RT. I ~ :~ D.8. 198, PG. 379 Fnd.RR.Spk. I
--- 20.00'(C)
'° Q'.) ui
21 +81;81 45.oo' RT. ;;J ~ 80.21'(C) ~ 23+41.98 I 81.81 '(C) • •, I ----------- -----:::-----;-:-------:-------,.. -- -r-...,---_-- ______'t::::!_____
.....45.00 RT., 1 STY BLK 23+15.98 : -·~-6-4.-79 J-RTI ~{.~~7-~T. ti I I P.C. - 24+99.70 R/W LIN; :.__y=-------------------------- - -------------------- a........,,
RES. 40.00' RT. I ., 0 ---t---'f ~ I I 44.19' RT.~
10 ' u 1 a:- w I u (0
Cl)
i;~ ,;; ~ I 23+91.99 < I I ,,..,, 1' ~ s 4419'37" E(C) 0 :'~ ~ 66.20 RT. u CURVE DATA (C/L CONST.) I I CURVE DATA (C/l CONST.)
t-=..---,,...._= 1-----::-~~- I{) 7.04'(C) ~ _ a:i 6 = 01"59'53"~o,· f ,-... l!,, = 0213•35• 11 o.oo'(P) IC ~ ~ o, I ~ , , CJ? R = 7639.44' I I r ........... _...................... ,
Z IC ::;: ::;:I ixi' 10 C\I ' R "' 7639.44' -t---t--1i----------"'=:------~ + ----:" ,-... , I l'l ,, Vl .....,, ,,, T = 133. 22 I I : CURVE DATA (EAST R/W) :T = 148.44'
..- ,- .t:;---1 • ~ N 00'53'57" E ,'- + ----;- L .. 266.41' i AND PARCEL 113L = 296.85'~ : ~ :t" Q 110.00'(P) I 1-.... CJ I ~ ~ C - 266.39' I t'"l I UNPLAmD C = 296.82' i 8 .. 02i 3•35• 11 g r> ~ ~ !"'------r----------- ----f' Q ~ o IO - C.B. = N 02-08'13" E ~ C.8. = N 02-01 '22• E ; R .. 7689.44'
U ci : ~ ~ I CL ':,, 1HE WEST 23.02' OF LOT 2 j ,, ~ I Ul : w Q II g PC = 521 +66·57 I -: I PC "' 525+01 .57 . T = 149.41'
,~ lu a.. ,e .-.. Iz z ___,, _v I ,, <6 :IC ::;:' I~ I{) ,- ci PT = 524+32.98 ) ~ I PT .. 527+98.42 I '-'
3: 1
I i L = 298. 7B'
w ~ ,,o 'f < «! i'l I{) a.. ,e Pl = 522+99.79 • Pl = 526+50.01 i C .,. 298:78' ,~ , 0 ~ ~ 110.00'(P) I '-~ ~ O ~ , ~ ~ ..• , •. _ _ ··7 j g I : C.B. • S 02'01'22• W : 2 b I '-' J z t------'---~------ ...; ...J I Q) '° ~ 1 PC • 525+01.57, 50.00' RT.!t')
•
R '°o. w~ 2 ,.._ I l'l !;;J,U PARCEL 113 I lz
10 ' BLOCK I __,_a.. 0 ..... "! I O "CITY OF ALTAMONTE SPRINGS" + Ul I_ _ 1 1 ·· - ·· .... _... 7 a::---' ~ < .6. = 92'41'58"BLOCK 2 f;: w , , ,, , CURVE DATA FOR • I C! ~ t;j ..., R = 25.00' I -~ I . ~ ~ PARCEL 112 ~...;
1
,,_.•:i.-----~-~-•=11 ~I ~ I ~ I Q'.) b I I{) I' f f T = 26. 21' I ~ I SECTION 15, TOWNSHIP 21 SOUTH, RANGE 29 EAST (I) o , o, a l::,. .. 89'31 '36" , ,.._ t'"l o:: L = 40. 45' ~ 110.00·I SEMINOLE COUNTY ENGINEERING DEPARTMENTJ: u=i ~ R = 25.00' ,.. ·:'~ ~ ~ , : C = 36.18' : I~ I
RIGHT or WAY ENGINEERING SECTIONI I I I. 50' • • ~ - ;::~:: t-- I f ~ ~ ~ f;; I LES_ ~ 4:3•1~•50: Ej I ~ I
I RIGHT-OF-WAY MAP . C "' 35.21' . ; __I_____,:::: ~ E l::J ci I I I MONTGOMERY ROAD SEMINOLE COUNlYI I
LEB....? 4~-4~•2~" \!j ~ I ,~ ~ ~ I I!; I I BY DATE APPROVED BY DATE
LEGENO: .,_DE_s1_GN_E_D~N~A-t-N....__A...-::--:-1 , . · · · • • • · • • • i:ootiri £NCtN£ER • SEE PAGE 1 Of' 25 DRAWN CADD 02 'll
v ~ ~ ~ ~~ f Fnd. 1" I.P. ** . .. . . . . . . . . . . . . . . . . . . ..CHECKED Pf:W O'l 92 WWW CP' flOMr DF' Wllff':;) ~ t '° o , 0.98'S,0.9J'W L _J
WiPS ~;MDff'( Fill) 800K .....-:.,. /ii a::LONG VIEW HEIGHTS - N . S 00'56'02" W 1-------+---+----t GEE & JENSON E.A. &: P. SEE NOTES SHEET 1 :R g 278.6J'(C) 1--------t---t----, JOB MO. 90-471
ADDEO 707 S 1 707C, 7088 6-8-95P.8.12, PG.9 SHEET 6 OF 25J28.63'(D) REVISION ElY DATE S.R.436 TO S.R.434
I
I
NOTE: SEE SHEET #8 FOR PARENT TRACT.
2 STY C.B.
31+71.43
DIST. ESM'T.• O.R.1394, PG.472 (DESCRIPTION DOES NOT CLOSE)
(j}])
P.0.C. Fnd.J /4'1.P. In Road N.E CUK. u, N.W. I /4 SFC.15-21-29...,,._=---=--=-=:._: - - - -- - -- -f- - - - -
N ocrs~\j-5• E(C)- 256.35'(C-)----·­ N 89"29'02" W(C)
-----t
-1 1·------ _)
S 00'54'35• W(C) - .
290.0f(C)
340.00'(C)
·.
S£MINOL£ COUNTY ENGINEERING DEPARTMENT RIGHT OF WAY ENGINEERING SECTION
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNlY
BY DATE APPROVED BY DATE
~D_Es_1G_NF_.o..,_Ne.1-l/..;...;A_...N..._I/_A_ ••••• • • • • • • • coiniri E11C1NEER ·
SEE PAGE 1 Of' 2!! DRAWN CADD 02 /91 CHECKED Pf:W 09/92
. . - . . . . . . . - . . . . . . . . . . a:w £Ct or w or ...,,
MN'9 PMPNIIEO 8'(
SEE NOTES SHEET 1
REVISION BY DATE S.R.436 TO S.R.434 SHEET 7 OF 25
)/.. .....\ 0C \ - N 00"47'14" E(C) 329.29'(C) '-'Fnd. 4"x4" •. I')SEE SHEET 6, MATCH LINE C-C. I').CJ~. /12247 en0.27'S,0.11 'W '- WEST LINE OF lHE N 1/2 enFnd. 4•x4• NOF THE SE 1/4 OF THE NE 1/4
\C.M. /1873OF THE NW 1/4 OF SECTION 15. 0.21 'N,O.72'E+---- SOUlH LINE OF THE N 1/2 a. OF THE SE 1/4 OF THE NE 1/4
l OF THE NW 1/4 OF SECTION 15. ~RVE DATA. ro--;-i I ;~RCEL 109 NORlH LINE OF THE N 1/2 ,...1---.,.--l~,.......,_ Fnd. 1 " I. P. 0.....,OF THE SE 1/4 OF THE NE 1/4
w.,. 1.05'N,2.37'W t::-. = 00·58'05" \ OF THE NW 1/4 OF SECTION 15.I R = 7589.44' \ r;;jRVE DATA ro-;7 T .. 64·12' S 00,9•51• W 168.00' ~ .......\ I ;~RCEL 709 ,,, \ L = 128.24' · \. 'iop ._o. \- 6 = 0018'01· c -= 128.24' ~ ... gi c-J~ \ I R = 7589.44• I CB = N 01"23'38" E Fnd. 4"x4"C,M,.. (/)
co /\ T = 20.00' ~-.. - . . . CIJ 0.03'S,0.17'W
, \ \ L - 40. oo• UNPLA I I ED D' , ii.J ,,. • -----,-- -.... \ o £b \ \ C = 40.00 __. · · · - · · · :;;;-7 ~ .,. t ' ·1 ~.,o \ l.£!!_"'. .s 0119'_04" W >- CURVE DATA FOR \ O!,,, i< MONTGOMERY WOODS
,,._ ,-.: ~ PARCEL 709 ~
\\\ ~::~. \ ~RVE DATA FO--;-i ~ ~ - A= 0015'25" A CONDOMINIUMU)
, G\ _,.. , PARCEL 109 u vi ,-.: R = 7589.44' r 7 ', ~· 6 = 0018'09• ...J ...J
1 T = 11.03•
1 o PHASE Ill-A ,, ,.J- \ I R - 7579.44' I $ ;;;- 8 L = 34.05' 0 b (NOT PLATTED) I I .
', o ', \ T = 20.00' N C;j. ci \ C = 34.05' \ ¥ ~ I I \ ¥ , L "" 40.00' : com· ~ ~ s 01'02'18"_!j 'a, ~ I I • '
< ~
0 ~ "CITY OF ALTAMONTE SPRINGS" ~ ..____ SOUlH LINE OF THEN 1/2 OF THE NE : : !
\ \ \ z 1/4 OF THE NW 1/4 OF SECTION 15. ,.._10
z ', ', t; ~ i I I -::. , S 88'40'56" E(C) o 1o• ULITILY ESM'T. ,,., , N 88'40'56" wcc) 10.oo·cc) 11 e : cc1TY oF ALTAMONTE SPRINGS) I· •I ~ \ 10.00'(C) ', TC E 29+99.43 I OR 1168 PG 458 (/)
26+70.17, \ ~ I ' • -~ PT. .,. 27+98.42 ==-~~- I . . ' . j j 50.00· LT. ,-- R/W__ LINE__ R/W LINE/ L _ 172.00'(C)
\yp) , £ 1 1
- - - - - • - - - - - - - - ' ----------11,-e,-1•--,_..·~-,4',.---- LIMIT ~ CONSTRUCTION , . , N oo'54'35" ECc) 201.02·cc) _____ u ---------------------·--------------------------------------- N 00·54• 35 • EC c) ____________ 658 sr(c)P O 8
_"Ji;~; ~>\\J':_"t _ -\-\@____ .,__ _______•~".:_ESM'':._"·":_12•,~•~•~ _ ls~:;,%°-1~><Cc)_ Z¥/ ~~~r'-- __•~-".:_es•·r~":_,,.•~•~2~--"J. _ J _ :__ @ _
------~L\ -- ,,,,,, - , - - - - - - - - - - - - - - - - - - - - - -r- - - - - ~ --- -!----,~_____ --,,_~- --;-,:--~" -~----- -.---~L ,- -\, _.., ', c co~'sT ------\----·-· --·@----------·-----------------·---------- ------·---Pos--···~-------------------------- --------------------------------·--------l - ' 66.i6~T. ', /\, /L ', \ EXIST. R/W LINE MONTGOMERY ROAD 1.09 . \_ JQ +99_.,94 --- 25' R/W EXIST. R/W LINE
1 38 ~- ',,/ \, • -~,00'54'35" W(~., !I I / ___ @, 3~9.24'(C) E~ST LINE OF THE NW 1/4 0~ SECTION 15~ \ L~~~~'(c~T. - _....._ - D.B. ~· PG. ~ ___,JL--- --
\ ', \ P.0.8. \ 1ug 85264'(c) N 00'54'35" E 2634.21' I 10' F.P. DISTRIBUTION EASEMENT u :F ss2.s•·(cJ - :=-~- --- Wz O ', q /I SURVE~. ~13 ~ 1,--8. L 0.R. 1394, PG. 0408 tJ"" ,rg 25' R/W. O.B. _ 0 \ o,-<,- ~Y, '-.L.!..::1/ I.,;~ EXIST.R/WUNE ------------n-f•g P.O.B. _J rt ',, --r ', ', ______J --f ~ --1--------------------- "<.. ~ ) ---· ___________________________________ ; 11/-@ --4 .L 10· F'.P.
~ N ~ - - - ',, t· - \ - -~)~-- - - .._ --~-. - N ~~-29,02..- ~;-- N-00'54':3s= E(c) - - '•' - - -.~"--~,- ~r-f~90.01'(C) - - - - - - - - - - P~OE. - - "'i- -~=~~~~f;5: W(c~I -- - - - • _,.,. t-<( -... \ @ ', 5 00'54'35" W _,,,/' 25 oo'(C) L :J 10 x10 GUYING EASEMENT <fE) 'li4' 50.00'(C) -,.__ 25.00'(C) ..... > \ \ , 7_66,(C) \ , \_ · O.R. 1842, PG. 1748 \..!..!.Y - - - - - - ~ Cl) / ', 1~ -......__ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ·- - 25.00'(C) - - - @\ -)-_
·--._/ / _\ \,, , --~.--.'-:::-;,_----~.., . . \-------"1 S 00'54'35" W(C) t:. 290.0f(C) 6 S 89'29'02" E(C) _ _.,. 50.00'(C) [:=~-=:=:=--:=-:_-- LMT CF~=(~-:\ - - '\\ ',, .J ',,,~---·- --·- ',,, \ \ N oo':s4•35•-E(C) -~
!....!.!-:~~=:."" 28+06.07\ 10' F.P. DISTRIBUTION EASEMENT / \ 3o+915.o7', . \\ 50.00' RT. \ 0.R. 1800, PG. 1123 .......
\ • \ \ \ 50.00' RT. ....... 8, 50.00' RT. \ \ \ ,~ \ ' 8. ·~
\ \ ', 0 \ 'b O \ \ . ....., lO .......\ \ " \W \ C! ~
0.....,- I CURVE DATA. (E.AST RIN)---1_- \ • ',, ',, ~o gb, \ UNPLAmo ~ N N,.._ : AND PARCEL 113 \ \ ' o · \ NORTH LINE OF THE SOUTH 755' ,,. ~_
10\ ,,.lr;ci &ti rl \ \ / 1/4 ,,.. __ -, I:!. = 0213'35" ~ \ ,,._ \\ .,. .- ~ ~ a, \ OF THE WEST 1 2 OF THE NW ----<1, ~
R .,. 7689.44' I q,p0o,<\ \ N co \ \ OF THE NE 1 / 4 OF SECTION 15. > ..... • ....... . T 149 41' \ . ·,o \ \ Vl \ \ N 0 •
N. ... . ~.... \ \ \ "CITY OF ALTAMONTE SPRINGS" 0
C:, . L = 298. 78' , \ VJ_ ~ \ \ \ II l Ol ,.._ " . 0f'I I') .....,. I ."°~- ' ' ' \ EAST LINE OF lHE WEST 240' enIC = 298. 78 \ c;, _,>. \ \ \ ~~OF THE WEST 1/2 OF THE NW 1/4 10 · CB = S 02'01'22" W \ · ~~ ,, ', ', \ •OF THE NE 1 / 4 OF SECTION 15. z N: PC ,.. 525+01 .57, 50.00' RT. : .., \ \_ \ , .o I PT -. 527+98.42~0.00' RT. ! \ , \ ', , Ol
f'Ico\ \ \ \\ ................ ·w c,i
\ rJ :-J NORlH LINE OF THE SOUTH 135' OF THE,...
u ..... NORTH 3/4 OF THE WEST 1/2 OF THE 1:;10 NW 1/4 OF THE NE 1/4 OF SECTION 15.. ~
\ lO 0,r,....., st \ ;:~ ~ f'I io ,.._
\ V))CJI •ll co CJI U)
I/ (/) -
"0 \. \
....,.Fnd. 4i)JA C.M. 0.49'S,3.86"W S 00'55'16" W(C)
135.00'(0 & C) SECTION 15, TOWNSHIP 21 SOUTH, RANGE 29 EAST' I I -.,_I
f I.
t,. - 0917'58" R • 626.90'
t,. • 11"28'11" R a 641.90'
t,. - 60'37'42" R - 70.00' L-1 N 89'40'09" W( C)
.. 65.02'(P) S 00•54'57• W(C)
'-
PS - 078T • 50.99' L • 101,75'
T • 3.00' T • 64.46' T • 40.93' L • 6.00' L • 12850' L • 74.07'
~ •-~. ......". ...... c-1 ~ ....'b
0.974 acres
N 00,9•51• E ~ PHASE Ill-A 7 ~ u'.
168'00 {NOT PLATTED) _, "?o,,~0-. ;,, L-9 L-8 ,L-4 "· ~. a: , L-7 -......_ 6 - 03"49'22•
~"'~ .., /c- 4 L-6 L-5 -~-11 g: • LA VITA ~ ::'. i14;~;1o' ~ ':,, o, L-lO g1;; A CONDOMINIUM L ~ 163.67' ;'.j
I J; t; ~ O.R. , .361 .. L-13 L-12 L-14 :. PHASE I "' 0 ~ Jg: PG. 120. N~00'54'57" E 40587' ~; (P.B.34, PG.65) ~Q~ " ,, . '° 54 ~ ~ "' MONTGOMERY WOODS A CONDO;µ i!lG O.R. 1780, PG. 6 . ~
PHASE 1, {P.B.25, PG.97) ~; ~ 172.00' '° -8 .. N oo-s4'35• E • 486 67' s 00•1~·ii ot' z N 0019'24" E 890 35' (/) •
vi ..... - - - ... ~ - - . - - - - .. - -@. -r--- -·- - - - - g N - - - • - f.- • --- - - - - - - - - - .. - If:-- - - - - - - .ti
N 00'54'35" E 658.64' (IIQ) N 0019'24" E 1039.44' "'
L-2 N 40'47'21" E(C) 135.14'(P)
L-3 S 86'46'46" E(C) 156,43'(P)
L-4 N 40'47'21" E(C) 62.12'(P)
L-5 S 00'54'57" W(C) 118.52'(P)
L-6 S 00'54'57" W(C) 102.oo'(P)
L-7 N 89'05'o3" w(c) 10.00'(P)
L-8 S 45'54'56" W(C) 14.14'(P)
L•· 9 S 00'54'57" W(C) 55.00'(P)
L-10 S 89'05'03" E(C) 135.J9'(P)
L-11 N 40'47'21" E(C) 131.90'(P)
L-12 S 02'13'37" W(C) 43.12'(P)
L-13 S 87'46'23" E(C) J5.48'(P)
L-14 N 02"13'37" E(C) 269. 76'(P)
PARENT TRACT MAP PARCEL #110, #750 & (751
NORTH N.T.5.
i!s ........ I= OU 'w' IX I tO-;... !" en II) VI
I I I I I I
405.87'(P)
85.33'
• I
SECTION I
I ( \ I I
: I LA VITA
I I
O.R. 0
1361. PG. 120. I~ I .w ~ If:/ ;,2 l~ I ~ (/)
III I II I
I
VI
r-•-·-•-·--=--- - R/W LINE .,.: ~ 1 y i u1,m or CONSTRU~TION (Tl~.)~ \ I •- -----\--- ----- ----------·---~~-P"'Il J---------------1:..u«.L-----=··"-·--•------• ~ wu--«zuaue__, -=-"=~'""" ;:= =:=_ * I I I: \ 'f.--. \\.._ 848.02'(C) (T.C._~· only)•(-75•" i----r----•-""----·-_--:-------•----•-------- _ 486·~:~) ~====---·-""-------•· '\. .d L,______, ........._______•______r~--------•-----i__ .____________ L=--=---··-·--...I--•--•-•==-•----
1
wo zO _J +
"L __•------•--~---::~~:---------~·-----•----•~----....,_,,.__.._.__ • ,_.._ j - \ '- -- \ U ' - v-;r ------ -- 5:-~.P---~~:;~-~-R~;.3~:~-~~-:~:--·---------~-~~~-~~;~:-~~~) 55~.~;~~~;------------ -------@ ------------------------------ -------------------------------------------------t~~-?,~;/- . ----F~-d~;X-~Cut 149·05'(P) :--- --/' p ~ B ·,__,, fn:i:;, N 0019~~-E·(-C)_____1039 4Q'(C) -~~-----------·--1
_ _ _ _ _ _ ' ~ EXIST. R/W LINE ~ · · rn Sidewalk - : / 1 • · • 12864 '•,,,_ · : ""'P.0.B. ------ ___________ ,,, ______ ------------- -- (+58.05) ¥1 @_g) (+07.55) ',._ u: ~
,__ ri::- - -- ---'-T-- ------ - ------ ---·--- - - - 49.97'Lr. - - -. I g- - - - - - - srr:10TI- - - - - ~~--=- -~ ,--~ - - - - 0 s . • ----- -r-------------- .., . . . , . u•--· -~ --·-- 00'5435 W(C) 658.64'(C) --- _ --- ,-GI~------ - f ----- - •-----~, ,...·---------,-==-:=-===I
,o ---------------------------------------------------------------------------·---------------- - ~ -2- __.,.,. .. I 5l S 0019'24• W(C) 1039.44'(C) 0 I~ N ·------·---------------------- ----- !:'-J;; ---------- ~ I ' I 5l
35 .,.__25• R/W P.O.B. ~ ~ z I .,.__ MONTGOMERY ROAD ; I N 00"54'35" E 2634.21' 0.8. 198, PG. 385 (IIQ),...._....._ ~ I ~ 5~ ~/W98 PG 385 NOOi9'24"E i 5281.22'
,__..__....... - -- - -- - -- - -- ..1 '-~ ~ / -- g-~~~' --.._ . . • . ___.__ --- , ..__, Ii'--t 2ss 2a'{c) , • ...
loW I~.
EXIST. R/W LINE -..... 1 8~ / ~ __ - _ _ • _ _ _ _ _ ~- : ~ ~ -~-~-- 4 __:~-~~-:~~=~-=21-29 O.B. 198• PG. 387 8 BY DEED STA.37+57.t7- & 1/4 SEC. LINE 10-21-29 D.B.198, PG.387 - ~ '-l!Y "' _.,,,.- ----- g N8914'56"E I ___ ________ ___
• +02.26'115' S -89'21'31" E(C) --~ -----------------.
0 _·_R_._
9_~~--~·-ry-_--- ----------·--+----~--0_0:9•2_~_=:~---"_--':..,, BY PLAT I ! ---·----- 197.00' 1..0.00"(P) [J__ BY PL,_A__T______
s 00·54•35• w(c) 7256.30'{c)• I ...,\ v--, , } '" -· ..l _ t: -= _ 1-7- 1 \\ \ \ +58.54 ~ "!5? No 77.51'(P) ~, "Vt• IL L... ~ - I ~> ;,, ~"-- '-~j- ,;; - J
,, --- -- •--------4-------- \._ / '~ ~ ~ _,: V-=--~-~44.89'(P_ 35.00'{P)_
R/W LINE__/ -·11 B/l SURVEY \ 50,0' RT. ~ :2 - - - -. - - ' t 36' .-?I .... '+ -+-
r._...--.JJ OI -,....,_
I P.I.STA.36+58.54 ' \ + !
11:i~~~!~. ,__) -·------·---------- !c~~~.:FJ~ 1/4 ·\--~,----~ 'i ,:,,s;~ }~··~/: ~•O I £ '" lz1~''ir I ,, __. fnd.3/4"1.P. In Road \ \ ~ g I g::m ~ ·
"'- ~ I --- P.O.C. l ) S 00•45'04• W {P) N rt ~ ~ l I I ~ I I I ..,_ C/L CONSTRUCTION I :::i 80 '( )';', / 5·00'(P) ~5 j ~ ~ s j P.I. STA. 536+58.54 I I ,84 P / _
I ~ ,.., '": I I I 2 I •j ;'
i!s I ...... F I ...... n. u n. -I - ix,w I ~a
I ~ 'J ~ I I>-= I /
VI I (0
"'' Ii')- ...... n.
2 sn fRM RES.
25
h'.' --- - 31:n_ I ~ IO 0 I') 0 •.o ,....,_ :t' O> OI
II) z
FRM RES.
35.00'(P) 35.00'(P)20.34'(P) · .35.00'(P) • - --
I ~ ;~ ~ I I~ ~I .. 1 I d : I Iai :1 ~ I
- J- --------------- --------- 1 r ~ o I r.P. 01sm1e. ESM'T. I~ : 1 .3 1 ,J~
•...... co u IO
'-
8
I ~ 5 ~ I D.R. 1401, PG.174 lo.; ~I OAKLAND vtLLAi;E UNPLATTEO
cri ........ en u co IO
I
~ 39.72'r-------------------i
\ N 00•44•0.3• E ., 255.44' -
-I ~ ~ f:'.l I UTILITY ESM'T. TO CITY I~ o;I SECTION ONE @+ .
Cl)m co IO
SEMINOLE COUNTY ENGINEERING DEPARTMENT RIGHT OF WAY ENGINEERING SECTION
I w cn O.R.1614, PG. 0904 • 1.- 0 p B 25 ,)G 5 < 5 cn f:'.l I I t:·· .•. ~
j -~ ! I MONTGOMERY PLACE I j -~~:..+---1--~- 12' UTILITY ESM'T.
I g z I A CONDOMINIUM I I I ,u ~
VI N
z
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNlY
I I 4 I ~I I PARCEL #1 I I I :
I SECTION 15, TOWNSHIP 21 SOUTH. RANGE 29 EAST I : "'.'. : ~ 1
I -~. \ I I 5 I ~ I I ,µ I ,... ~
w 8, guz w :::i •,....,_
z I') •0 v
- \
LECDIO: N/A N/A .................... .---~-+-~-< ctJUNTY EWGtNt:ER DESIGNED
SEE PAGE 1 or 25 DRAWN CADD 02/91 CHECKED PE':W 09/92 IIW'S: PR!PAREO f1'f
1-------+---1----i GEE & JENSON E.A. & P •
JOI NO. 90-4TII
. . . . . . . . . . . . . . . . . . . . . C Wif1F"'°""Of_,
GRAPHIC SCALE ..N I II IO • ~~1~1 i I
( IN FEET ). 1 inch - 20 rt.SECTION 10, TOWNSHIP 21 soun-t, RANGE 29 EAST
LA VITA · A CONDOMINIUM
NOTE: SEE SHEET #8 FOR PARENT TRACT MAP.
"CITY OF ALTAMONTE SPRINGS"
I (751)
I ·---!i=~ I __________j R/w LINE ~~~ -- --- --- ',---~ -- ... ..__ -- ,., -~!'I. ~ --..~~=-=-- ii'.~-,, ~- ......=-£ ---:,c-•---=--- --~~-----.... __...,. ------... - ........:ze s•S:..- ~-- ...-=-o,.. I
-S: ====-= -="1~=,.,====='~~-· --------=-e r-~ s.:=- ---::-~ '------------- L =------------""-=======•--=-~===---•-==----•-•----•--=====··-- -- --------•------ · S ooi9•24• W(C) 848.02'(C) (T.C.E. only) • -- __..__ -- T.C.E. :\, ·-=~==---,,_- - - - - - - - ~-->-•~-™- -=~===----~----=---=--==:=----=-===-==-=-=====.........--------=-------------------r ----------=------------------- --- -------
~~:;::;;:;;;;;;;;:....;:::::=~ 2" =~::....::::==-~==~;;=±...:::;;;==:;:_;:;:=:===~==;::_::- . ---~ ---- -LIMll OF CONSTRUCTION -(TYP.) ___/ ----,-------------·----------4---- -====;....;;;;;=~-===-== ==;....;;=='--=~
------------------------------------------------------------------------------------------------ N 00i 9'2 4" E(C) 8 90. 35'(P) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 848.02' ( C) (T. C. E. onIy) -------------------------------------
1039. 40' ( C) (r/w take only) .,,-- 5' F.P. ESM'T. (UQ) 0.R. 1364, PG. 228
rl~-:':~~~-~~7l.~'"1",_!r'~.. "t:,n"'l!~:::::,oo::rd - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - _____.,_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -""1 - - -
~ic:~~~2~2~w 114 1===------=--::::.=:,,.. 7.:: -____ __- :_-_-_-_________- -_==-=--------~-----------EXIST. R/w LINE~---..---- - ----- -N-O-Oi-97i4• E(C) -10-3-9.-44-'(_c_)___---------------- ------ - ----- --1________ __ - - __ __- - - - ___
W O ------------ ------------ W 0 ~ ~ 40 ,.___ ~~;. R1~. PG. JBS ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 45 § ~
, , O> N00'19'24"E(C) 5281 .22'(C) MONTGOMERY ROAD LO ---'~-::£-t0-H--,-
83C 45°(C) _______... J --- - -- - --- - -- - ~1- - -- - -- - _,___ - -- - _,..__ - -- - -- - -- - - _.,._ - -- - -- - -- - -- - __,,._ - -.- - -- - -- - -- - __,,_ - -- - -- - -- - -- - :r: v
•\\ u •
~~ ~ (/)
-' -i-----25' R/W " \ i EXIST. R/W LINE1 p OB L.i ~ I~ I .-.. '?°?----..._ BY PLAT,__,_______________ \ ( 'f'---25' R/W ®' , .<753) ~ Ii I
,..._ .~-~:::::::::-·___.•--.........__ --....._-..... ~,..,...•.,...-:r.:~---,----•-------------------- ______________________________ ·------ __ ________________________________ ------~ ____j t··----- ____ O.R. 1211. PG. 0J31 __,,---,,,_ ~II.11N 00, 9,24• E(C) - •====::..-:=::- _..,.....- --.....___ ------i;roo,§'24• E(P~ ------------------- 464 97• (P)_____ ----- ------ LIMIT or coNsrnucnoN (TYP J~--- --..... , •• ------------------------------------ - --------- -- "o oo'(c) i
JS~(P) , I JMO'(P) <CC- 35~'(~)ii:"'7~:~:;:~•e•'""~•~~~~~ ... ;~:;;7'"'°-;;-;;;~;~ ; · ,; 41:(P) 35:.;~).=:--;.;:;;~--~ i~---~:;_-~:7:;:;.::;:::·~~;~f;·;;' L~:J FcdJ.R. i---;;.~~~;;;:;,j·-•c--~;';W(CJ"·< '-._ •:: ..:;f~ - - - - +- -+ - - - 2 STY FRM -
2 STY I I RES. 10· FRM I I RES.
' 10' UTfLI'" ·• ES,.'T. --, 1 •
~ ;E ~ 148 149 150 ,.._ I I ,.._ : __ ~'_3_'__ UTILITY ESM''!:_,__ J_TYP.) __ ._ ______ ->- _ _ _ _ _ _ _ _ _
-3:o;,- ; --5.;(;,- - -- ~O;P;- - 35.00'(P) 35.00'(P) 35.00'(P) 35.00'(P) 18.41'(P) 35.00'(P) 35.00'(P) ~
T------- --------- -8-EE_C_H_W;O_D_A_VE (P_R_IV_A_TE~ -- - -- - -- - -- - -- - -----.... -
- 1 STY FRM
~ 1 + I I ~ i • • lc, "2774 s oo19•24• w(c)
0 I t-------. ~ ' \1 '}. Fnd.4 X4 .M. • z o 2 STY 0:- ,___, (+20.15) - 5 00'(C) o· ........ 50 03'RT ~ . 1/) I FRM ~ · · ~ - N a9•40•35• w(c) _,
1120 I RES. g c.-- SEE O.R. 1~11, PG. 0331 ~
NOOJ.39'17"E (P)
I 66.00'(P)
l 119
I I
I~ ~d ~ij ~
111
UNPLATTED
a~ ~ ()..___.,
182.00'(D) -,__
RIGHT-OF-WAY MAP MONTGOMERY ROAD SEMINOLE COUNTY
APPROVED BY DATEBY DATE
DESIGNED N/A N/A .................... .LEC£NO: -----c--~-+-~---1 COUN1Y E!IGIN~ER DRAWN CADD 02/91SEE PAGE 1 or 25 . . . . . . . . . . . . . . . . . . . . .CHECKED C O J[['R o, NQ-ff' Off WI\Y'Pl::W 09/92 MAPS PREPARED BY
--------+---+-----t GEE & JENSON E.A. & P. FlW) """" """-
SEE NOTES SHEET 1
--------+---+-----t JOB NO, to-471 ....... ,. = 20'
---
), •
1-v-r I.. .., 1o' UTILITY ESM'T. ...
(CITY OF ALTAMONTE SPRINGS) r, O.R. 1168, PG. 458 :848.02'(C) (T.C.E. only) I I
a, N OOi9'24" E(C) I Fnd:x·cut ~ I890.35'(P) In Elec.Box II ~--- N 89•40•35• W(C) ~ ,
(+98.33) ) VJ 1'
_ 4,c:.. -- --L-~~:2 •-~~) ___ 8~~~~~~~:=~:':-i=:~~~==-=--=-=~f
--------------r,7------r----r,--- N 0019'24. E(C) 1039.40'(C) ---------------------------------- P. . Fnd.3 -4 I.P. in Road S.E.COR. OF S.W. 1/4 NOTE: SEE SHEET f8 FOR PARENT TRACT MAP. '110' N 89.40'3~" W(C)
- • ,__-..- -."L..__ ~~~-....~~-=- -
....____ N 89'40'36• W{C) ___.,.,., ...... u
5.00'(C) '-' w I
...... u....,.
SEC.10-21-29
( )~ P.8.26. PG.92 0.R. 1412, PG. 1869 ', ~c;i..,o'~ \, \ -t't:>. ~ u' ,.> ~ ~,,-e-c;i • • \ ~ ~.o ',>, ,. • u'6' ~,.,.. ;;, 1.s.: ·~.s-. • -: ~' \, \ ~ vx.,dl ~ \. ~;- ·, \
·0, • , r)-" '\ \ \'-__...._..._'\. \\ '-, \ _/
6.44'(C) '\ v, ~ 6.44'(C)
R/W LINE 11S 0019•24• W(C) .---T.C.E. , Fnd.l.N CONSTRUCTION (TYP,)' \_.,.
P.0.8. 30.00'(C) .112864 \' ~ , ~.=, N 89'40'35• W(C) " \' ~ 1o.oo'(c) · ' sooi9'24•w (c)
~~~{~~~ ~-9-L@_s ~ ~ oo·,~ 4 ~(~cl~-
:_ 7 _0 2 ~:~•24_•'-wr.._c) iiil -_:: ___ 2_13.6_8'(c_) _______ ==-1----1 _ ~9~'£c)
-- _________________JI LI - ----------------------- ------------------------------------------- -- --- ------------------, ,------------------ + 77 74 - ----------------------~-~------+-·5--5--9--6- - - -, 39. 93"Tpf - I I ' --~--- ------- ..,___________ --- • --- ---- -----------~r______
1 G +98.02 / \ 25' R/W DEDICATED I : 5o.o LT. 5o.o LT.
- - - - - - _J. L _J_ _\-.- - - - - '-!..!.V_- - - - 25.o~c~ - - ~ ~-50.0~ LTj_ - - - -~ - EXIST. B/'fLLINE - - - - - - - • ~ PLA_T - - +~---'------~- - , 11 F d E4~x1s4~-c~(W LINE - ___ / I _.._____ ',, ------ ....----------~!:'-o.~o----~',,____,__.',,, ---·--····---·---·-·--·--- It) ' ~ '\ n. .M,
t--- • • ( ) ,' - . 039 44'(C) ', o ,. --~ ', --- r•--••-- - -- --•---"=--------/-----~---·- --..=.5·,--F-•.·-P-.-"E·•-S·M·-,•T·.--•--=·•------------------------------ _____./ ', 0.54'5, O.QQ'WN 00, 9 24 E C ~--• 1 . -. --------------· I 9· ·~ -------- ----------------------------------------- ______, - -------------------------- ------------------ ~,.....,45 ----------------- +98.02 I z
W O -- 25, R/W 25.00 LT. : O.R. 1364, PG. 228 50 '\
' ' ~ o+ D.s. 198, PG. 385 i MONTGOMERY ROAD STA 50 00 00 ss9•40'J6'E __, N 0019'24" E 5281.22' I + 25,00' (P)
·----~~---l{)---- -- .L -- 1039,47'(C) • \JJ. -- - -- -- J. -- -- - }Uh..]ill~.i:~·[~Qg~~~==-=-=JHf~::1I --=t I B L SURVEY M.R. - a9•44•12·cc) 0 . • /W I I FROM "RIGHt or WAY MAP - I--<( ; t,j / -------------------------------------...,---------- & 1/4 SEC. LINE 10-21-29 g '1 G g B/L SURVEY CENTRAL PARKWAy CITY OF ALTAMONTE SPRIN:: ----i,
10
/J..,.
( IN FEET) 1 Inch - 20 ft.
I
A CONDOMINIUM \, "~~~ll" , \ ! -Po ',j ' \ {9
COUNTY PROJ.NO.
PS - 078
;'\ I -~ I
ro?/ ~/ I
',, r-7 I- _ __ ~QOJ.9._ .i..W·-·=·~l<'--- ___ ----'-.t
-~,~~T or tw ,-.. ~ I + 1.95 1 !'/ , CONSTRUCTION (TYP,) Q:'.144.68'(C) , ,, ,--\ g'.; ~ 1- 7 .0 RT. ' 1 ......,_ ~ N 0019'24• E(C)1
'!I'll'• '-.J,~' \, I \ ::\' VJ ' • 3.91'(D) 1 • /F. 'T N 44•49•25• E(C)
WO zo __J+ I LOu I-- <i_
____ ~ en
A. ·v
'!I'.,.<:'\ l ' ' VJ 3: ,..., ~a::: / / I \ '---"<- N 44•32•35• W(C): 30 IN GRESS ESM . T.C.E. '( ) ,..s d'·~ , : er ..... - , ,+' 22 68 I o.R.1144,PG.827 7·14 c ·.,:>0 ;6'•, : · w I~ ~ ::\'~ I ! I , ?B.35' (D)
N 89"23'31· W(C) 0 ~I/ I 81 ·67' RT. ~ ,,-,, ...,: :::i: ~(3 , \ ~,, ...... 0 5.00'(C) () I ! ~ i ! Cf) l;:; o:: o I '\ ,,,,, w '-"
: I a::: : ! e5 . ...:a::: o I PARK \ .9>'~>0 '-' SEE RIGHT-OF-WAY MAP CENTRAL PARKWAY --t t..r+ -h 1- .z VJ w., o ?:; & .,,, ' .t• 0
' ~ • 00 •
FROM THE CITY OF ALTAMONTE SPRINGS I gt ori! >- · 0 :::i: z>- < ~•~ \ •~:= FOR EXIST. R/W LINE. 0 - ! ~ c- lii r-, 85 ~ w ~ IX) , I AREA , 0
I :> ,- z I : a.. LL u c:t'. ~:, C/)1 226 \ \VJ I ~ WW O 1° 1,1 .,; o :::i: ::J I I '\Q:'. (.) 1 I j::: ...J Q (/) 3' if- ,c( ~ : I <{ --.J< ~VJ 0:: I a_ (/) ...J I o '-' U LL ...J o:::~ I ,,ISANLANDO SPRINGS ~~ di I f ~:;;- '°1~ r RIVER RUN-~\
,-.. ' P.8.7, PG. 4 ~, ~~ I ~ ~1 ~I !, : SECTION FOUR " BLOCK HB"
0) • I ~2 ~? I· I P.B. 23, PG. 54J CS! ' r.o 'I
Cf) f"f" I Olm • VAR. IO 1O' UTILITY ESM'T.IO H--+-+-_.:..:..:.:+--+.-..--1 z100.00'(D) V, ~
I SEMINOLE COUNTY ENGINEERING DEPARTMENT52' I , I' ---- f"nd. I.P. 3778 --- ---+-"----!---<~ RIGHT OF WAY ENGINEERING SECTION ...,,, u ' -40 N OOi9'24" E(C) Sta. 47+50.52 , ~ I..._,. ' I 77' ~+-~-~Offset 174. 97' ~ ,..'.._+--t----+---+--+---+----i I Ol RIGHT-OF-WAY MAPpl
I zj I: VAR. Ol -,t ~,--+--+----+---i--+--½----jf---+--i--<H IO MONTGOMERY ROAD SEMINOLE COUNlY
Fnd. I.P. 3778 BY DATE APPROVED BY DATE
Sta. 46+50.54 DESIGNED N A N A . . . . . . . . • • • • , • , , , . . . . Offset 174.94' S 00,9•24• W 272.36'(C) LEGEND: J----+...;,.cL-'--'-+-'---t COUlffY ENC1N£ER
SEE PAGE 1 Of 25 DRAWN GADD 02 91 . . .. . . . . . . . . . . . . . . . . . .
CHECKED PE:W 09 92 l11111UR Of NOHt'" 0F WKY
M.tPS PREPAAE.O flt f1ElD BOOK MO'S.
•------ • ~ N0019'24'E 144 ,....------- _, l----1,f-------r-__x_-------------\-l----,,1---r---==~---,--=---==--=-----------JII.- t--~----------------i ...--..a. O .--.. ·1s:51'-c:) ,,,,- ----~-- ' /' +1
I • : \ Fnd. I.P. (13778 ·-------.$..'{) --------------~:.:._____ _ ----------------------.. a. ,i: 19 7'(~) \f.J\'{S ,,-- ...___ ~.(71P.O.B. i '1'---25' R/W I . \ o.32•s.o.1rw ~ i ----------- -------2r;-fi.7w--------""--,,, ~/ /,,, --)'--.. ~ ~ 1 ~ 1 1gu · ,,,"(~- ··----- ------- I o R 2188 PG 628 J 1 ~ --· l--· 0 R 2135 PG 0884--"-"',:___________.J_______ ------------------+96 43 ',, ~ 'o,.8 +42.o5 ' ,;p;:,' 45 95 -----<1@ l ·--- --------~--:.·------~----~--- --------- ' :--- --------------' r-- ---- ·----, --- ---------- · · · ---------- ---------------· 50 o· RT •,.._ ~ '- ~ RT. <" to o· RT 'VJ • 50·0
30.00'(c), 'I-,.(,,,..,~(:;;;;;;;;;;;;:~------ --:-.,-----------------------~--~-----~-----...,--~--~---+1---1-~----~-.i;-..4::::;::~-----------~-----J..J__, ____.1-~-::=:~~-~--~-----+J.--.j-rli)lo·-;----- N 0019'24" E(C) -------------- 139.57'(C) . \ . ' 0::: 0::: ~~ 38 9"1;'~C) . •
I N.LINE of S.W.1/4, _ __, ~=========~====~====~1-,:G::::E:::.E..::,&::_..::,:JE::.:,N~SO:::,:N~E::::,A.::_,..::&:...:..:P·-+--..::.::SE~ NOTES SHEET 1 NO. 90-478I \i!!:------N_o_o_"2_4_'1s_•_r_(_c)___, ___1_a_2_.o_o•_(D_)_________.J SECTION 10, TOWNSHIP 21 SOUTH, RANGE 29 EAST S.E.1/4, Sec.10-21-29 .__----+----l---1 JOB SCA1.£ 1" = 20'
I STA.49+81.92 SHEET 1 0 OF 25S.R.436 TO S.R.434RE.VISION BY DATE' l I
l
\/ \ \
4811'23• -- - OAKCREST STREET 11PS - 078R = 25.00' - -~A.. \ ·; - - _ N 00"08'38" W, 92.75' (P) -T -= 11.18' L = 21.03' \ /.a.~ \ > I 1· • -- ------ ---, "~a.1 .,~') \ .3, lJ ..._ C - 20.41' \ ~ i: ~o ~;JJ-.: t-sAf•,- 1'!£11'}- I I ""' . - F'nd.l.P.C.B.
R = 227.25'(P) o.44's,o.1 s·w\ . (1'}-p I --e-.. - - GRAPHIC SCALE OAKWOOD COURT \ .J ,,__ I A = 209.83'(P) .. ..• • 10
\ \ ~\ II I~ I I - - -4- - - -- -t- ~- • I~-, I I 8.35'(P) \ \ . 27. 75' (P) •
/ ( IN FEET )F'nd.l.P.' , N 25"47'45" W \ \ •J\ / / ~ = 18"09'10" / /172 \ 0.34'S,0.19'W 1 Inch - 20 ft. I \ \ \\ I. ~ / R = 227.25' / / .=­\ \ / c$' t:, / T = 36.30' <I'.
\ \
\ \
\
\
\ T = 24.47' \ \ \ % \ I. '5- "'/ C.B. -= N 19•44•35• E / 'o,"" / R = 25.00'(P) L.c.J
L = 45.51' \ \ .v': \ / a./ R = 50.00' ..._, C = 43.96' \ ~- / -~ &I _v, A = 39.37'(P)
/ T = 27.08' C.8. = N 47"54'29• W \ \ 171 V \ /: ~/ /~ / ~, '/ L .. 49.64',
. C - 47.62 .J 1 115.00'(P)CD/ c.s. - \ \ \ \ \ I" ~I I; I "SPRING OAKS" ,...
a:­P.8. 16, 0::\ \ \ i \II~\ \\ \ I I I I <( I¥ 0.. ¥11r
t
..... 0:: •\ ..,_ \ 110 \'(11 > \ \ 113 -;;:- I PG.84 & 85 CD .C'-1 I0..C'-1 ....,
C'-1 •~ ~ ~... \ I I IE t1 C'-1 lO• 50+51.90 \ .,,. · · \ \'°, cJ', \ \ I I " z ~ ~ C'-1 Fnd.l.P.
\~ o. --- ~ \ I ~ 1 / 55.00 (C) -~- ~.\ \ ~ ~\ \ \ I I . / ~ - 174 N 5116'31 • E(C) 1
~,...i,,;-§-14.....• ....c.__.. \~ ~ \ \-~- \ 26.12'{P) ~ \ / f \ J \ ,0, \ \ . • ..,, > I I t::,. - 90"28'02"\.., 20.43'(C) N 6110 49 "\C +99.90169 ,i S 6810'09" W(C) \ \ ,-.---s.71'(C) I 54+78.79 R = 25.00' (P) 75.2 LT. 89"31 58
., +55.95 \ -~ \ S.41'(C) s 6412'15• wrc) N 7919'59" W(C) / •' ·,----- L = 39.47' 50.0 LT. • \ C1'. \ \ "\ ..-.:-:,,.._ ~ 55.00'(C)
P.0.8. '9, ,:....:..::::...:-=--:.. 118 5.58'(C} 119 5.10'(C) / ! @) \ \ ~- s 0019'24" W(C) \ P.O.B. s 0019'24" W(C / ~ 54+77.77 +74.90 .-
~;;...,_- •• _ ~1_9~2~~)- --1~1:9~ _ _ _ _~- ~ 4-~o·ic) _ --=---\ __ _ _9]])___10.ss·~c~ __ j__ ;__ ---,,,. J--r-s _?<:1_9'24"__ "!(C) ___ 129.7<:'(9)_ _ _ ! I
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