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Kensington Reserve499 NL7R"HO S, s 434EY1 SUITE 2045 ENSINGTON RESERVE PHASE III SHEET 1 OF s PLAT ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LD # 6898 A REPLAT OF PART OF PALM. HAMMOCK ALLOTMENT, PLAT BOOK 1, PAGES 104 AND 105 BOOK PAGE LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA. BOULEVARD KENSINGTON RESERVE PHASE III A REPLAT OF PART ,OF PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104 AND 105 LEGAL DESCRIPTION: BUILDING SETBACKS: E LAKE MARY BOULE AR 1aE�VELANO LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SWINSTEAD BOULE ARD CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA SINGLE FAMILY BUILDING SETBACKS: DRiVE DEDICATION: A parcel of land situated in Section 17, Township 20 South, Range 31 East, , w Seminole County, Florida, and being a part of Palm Hammock Allotment, as FRONT: 20' recorded in Plat Book 1, Pages 104 and 105 of the Public Records of Seminole REAR: 20 , Know all men by these presents, that the entity named below, being County, Florida being more particularly described as follows: SIDE: 7.5 FOR 60 WIDE LOT; LOCATION < the owner ("owner") in fee simple of the land described in the 10' FOR 75' WIDE LOT; z. TUDOR foregoing caption to this plot, hereby dedicates said lands and plat ' MAP SITE 0 ROSE for the uses and purposes therein ex ressed, includingthe peat notes. 5 FOR 40 WIDE LOT in p Commence at the Southeast corner of the Northwest 1/4 of said Section 17, � DRIVE No part of said lands is dedicated o the City or he .public unless SIDE STREET: 25 NOT TO SCALE PINE WAY AVENUE m otherwise .noted hereon. All the streets and easements created b thence run N00°19'09"W, along the East line of the said Northwest 1/4, a distance y of 40.00 feet; thence run 589°48'54"W, a distance of 40.00 feet to a point on the this plat are not required for public use and such streets and Wester) right of way line of Brisson Avenue; thence the next 5 courses run along NOTES: rosdments are not and will not be a part of the City system of Westerly g y g roads. The owner does hereby grant to the. City the non-exclusive the perimeter of Tract C, Kensington Reserve, according to the plat thereof as and perpetual right of ingress egress over and across all of the recorded in Plat Book 81, Pages 86 through 92 of the Public Records of Seminole 1. Bearings based an the East line of the Northwest 1 j4 of Section 17, Township private streets shown and does hereby grant to the present and County, Florida: run S89 48 54��W, a distance of 2176:51 feet; thence run 20 South, Range 31 East / centerline of Brisson Avenue as being NOO'19'09"W. future owners of all lots depicted on this plat and their guests, 2. All lines are non-radial lines unless otherwise noted invitees and domestic help, and to delivery, pickup and fire protection N00'25'34"W, a distance of 21.72 feet; thence run N14'51'43"W, a distance of 3. All platted utility easements shall also be easements for the construction,services, police, authorities of the United States Postal Service mail 5300 feet; thence run N48`51'39"W, a distance of 82.00 feet; thence run installation, maintenance, and operation of cable television services; provided, Carriers, representatives of utilities authorized by the owner, holders of NOO'02'41"E, a distance of 124.69 feet to the Northwest corner of said Tract C for however, no such construction, installation, maintenance, and operation of mortgage liens on such lands, the non-exclusive and perpetual right the Point of Beginning; thence departing said perimeter of Tract C, continue cable television services shall interfere with the facilities and services of an of ingress egress over and across said streets and easements. 9 g� P 9 P electric, telephone, gas, or other public utility. In the event a cable television Regardless of the preceding Previsions, the lawful owner reserves the NOO°02'41"E, a distance of 187.31 feet; thence run N67'07'19"W a -distance of company damages the facilities of a public utility, it shall be solely responsible unrestricted and absolute right to deny the right of ingress to any 248.00 feet; thence run N85°3641"W, a distance of 89.11 feet; thence run for the damages. This section shall not apply to those private easements person who, in the opinion of the lawful owner, may create or ° " granted to or obtained by a particular electric, telephone, gas, or other public in a disturbance or nuisance on an art of the lands NQQ 1710 YV along the West line of lots 33 and 37 of said Palm Hammock utility. Such construction, installation, maintenance, and operation shall comply participate y P Allotment a distance of 740.87 feet; thence departing said West line run y P P y shown on this plat. P g with the national electrical safety cads as adopted by the Florida Public S89°47'244"W, a distance of 20.00 feet to a point on the East line of Silver Lake Service Commission. The items are being dedicated as follows: Industrial Park Replat, as per the plat thereof, recorded in Plat Book 46, Pages 54 4. The property shown hereon is subject to the provisions of the Declaration of 1. All drainage easements are dedicated to the City of Sanford through 62 inclusive, of the Public Records of Seminole County, Florida; thence run Covenants, Conditions, and Restrictions for Knsington Reserve, recorded in (City) with the City having all regulatory and permitting authority 500°17'10"W Sion said East line, a distance of 146,65 fest to the Southwest Official Records Book 8945, Page 1001, Public Records Seminole County, relative thereto; provided, however, that the Kensington Reserve 9 Florida, as amended. Homeowners Association Inc. a Florida non-profit corporation corner. of Tract P, Kensington Reserve Phase II, according to the plat thereof as 5. The owner of each lot as shown on this plat, "Kensington Reserve Phase III", ("HOA") shall have maintenance responsibility as to such recorded in Plat Book 84, Pages 1 through 4, Public Records of Seminole County, shall be a member of the Kensington Reserve Homeowners Association Inc. a easement areas if the property owner of a Lot fails to Florida; thence the next 48 courses and distances run along the perimeter of said Florida non-profit corporation ('HOA") pursuant to the terms of the adequately maintain a utility easement area located within a lot plat of Kensington Reserve Phase II: run N79`14'05"E, a distance of 35.35 feet; Declaration. The HOA is required to maintain tracts Q, R & S. The members to the satisfaction of the City and subject to code enforcement thence run S62'40'45"E, a distance of 48.63 feet; thence run 589'5858"E, a of the HOA are responsible for payment of the cost of maintaining said tracts actions by the City. and all lots are subject to assessments, liens and foreclosures for 2. The utility easements are 10.00 feet in width and located within distance of 12.03 feet; thence run S88'4242"E, a distance of 29.30 feet; thence non-payment as set forth in the Declaration. Every lot owner within this lots and tracts and abutting the private streets platted herein, run N85°49'20"E, a distance of 37.26 feet; thence run S57'12'12"E, a distance of subdivision vision is tion equneddingb but not Mier of the to OA, and diis subj ct to nts, rules and ale dedicated to the City , of Sanford (City) with the City having 42.84 feet; #hence run 548'0819 E, a distance of 28.35 feet; thence run 1 regulatory and permitting authority relative thereto; provided, restrictions provided for in the Declaration, and the dedications, restrictions, however, that the HOA shall have maintenance responsibility as S70'45'35"E, a distance of 138.41 feet; thence run S79'16'06"E, a distance of and reservations, as set forth on this plat. Failure to pay such fees or to such easement areas if the Property owner of a lot or tract 123.54 feet; thence run S78'14'25"E, a distance of 53.58 feet; thence run assessments shall result in the attachment of a lien on the propperty of the fails to adequately .uately maintain a utility easement area located within owner which fails to pay such fees or assessments established by the HOA a lot to the a satisfaction of the City and subject to code N$9°40'23"E, a distance 'of ��4Q.QQ feet; thence run N21 °31'46"E, a distance of 30.41 - which may result in the foreclosure of said property. ' h feet; thence run N18 4317 W, a distance of 9.38 feet; thence run N6512 20 E, a 6. The Property shown hereon is subject to the terms and conditions of that enforcement actions by the City. 3 distance of 46.76 feet; thence run N75'54'09"E, a distance of 100.78 feet; thence certain Avigation Easement, which is recorded in the Public Records of • The 10,00 Wali Easement along the rear of Lots 255 through run N14°05'51 "W, a distance of 10.00 feet; thence run N20°00'30"W, a distance of Seminole County, Florida recorded in Official Records Book 8918, Pages 272 is dedicated to the HOA. 1561-1566 (6 pgs)4. Tract Q is dedicated to the HOA for recreation purposes. . 75.06 feet; thence run N32'56'02"W, a distance of 36.87 feet; thence run 5. Tract R is dedicated to the HOA for drainage purposes. 7. The Property shown hereon is subject to the terms and conditions of that 6, Tract S is dedicated to the HOA for road ur oses, said Tract N52'35'50"E, a distance of 66.95 feet; thence run N51'09'11"W, a distance of 86.93 certain City of Sanford Development Order No. 11-17 recorded in Official P „ " constituting a system of private streets over which the City has feet; thence run N50'5052 W, a distance of 39.76 feet; thence run N14'55 55 E, a Records Book 07632, Pages 1041-1046 (6 pgs) and, No. 13-10, recorded in no obligation or regulatory authority except as may be set forth distance of 20.06 feet; thence run N55°20'41"E, a distance of 57.23 feet; thence Official Records Book 08097, Pages 0386-389 (4 pgs). in the Land Development Regulations of the City. The City has 8. Ordinance No. 2098 recorded May 21, 1990 in Official Records Book 2183, Page permission to main run N45'22'29"E, a distance of 49.62 feet; thence run 588'20'18"E, a distance of 427, SUBJECT TO. NOT A PLOTTABLE /TEM. P sin the City owned utilities located within the 69.19 feet; roadway tract. thence run N79`41 47 E, a distance of 89.78 flet; thence run 9. Cooperation Agreement recorded October 31, 2012 in Official Records Book N38'28'01"E, a distance of 45.06 feet; thence run S56°14'17"E, a distance of 23.48 7889, Page 598; and Amendment recorded in Official Records Book 8793, BRISSON WEST PROJECT I, LLC, a Florida limited liability company feet; thence run S79'02'50"E, a distance of 92.82 feet; thence run N38°38'46"E, a Page 289. SUBJECT TO. NOT A PLOTTABLE ITEM. 10. Agreement for Mutual Easements between Serengeti Properties, LLC, a Florida By: EBS Residential Development Fund 11, LLC, distance of 67.81 feet; thence run N51'05'37"E, a distance of 38.67 feet; thence limited liability company and Brisson West Project I, LLC, a Florida limited an Ohio limited liability company, run N68°06'32"E, a distance of 60.41 feet; thence run N84°01'01"E, a distance of liability company recorded November 21, 2016 in Official Records Book 8809, its Sole Member 30.90 feet; Pae 131. SUvJECT TO. NOT A PLOTTASLE ITEM. thence run 567°3654"E, a distance of 33.81 feet; thence run g SSO'14'42"E, a distance of 57.74 fest; thence run N55'0T30"E, a distance of 61.49 11. Non-Exclusive Basement and Right of Entry Agreement for Subdivisions By. Eubel Brady & Suttman Asset Management, Inc., between Brisson West Project i, LLC; Serengeti Properties, LLC, and Brighthouse a Delaware corporation, its Manager feet; thence run N47'3633"E, a distance of 41.51;=feet; thence run N24°58'37"E, a Networks, LLC, a Delaware limited liability company recorded October 26, 2017 distance of 53.74 feet; thence run N69°06'28"E, a distance of 22.29 feet; thence in O ficial Records Book 9013, Page 1284. SUBJECT TO NOT A PLOTTABLE By Ronald L. Eubel [or Mark E. Brady] run S87°05'56"E, a distance of 73.33 feet; thence run N89°40'51"E, a distance of 12 Serengeti Properties, LLC/City of Sanford Reclaimed Water System Facilit Printed Name 11.04 fist; theses run SOO'19'09"E, a distance of 527.27 feet; thence run Agreement recorded Appril 25, 2019 in Official Records Book 9340, Page 1767. SIGNED iN THE PRESENC OF: 567°08'35"W, a distance of 248.15 feet; thence run 503'47'29"E, a distance of SUBJECT TO. NOT A PL0TTA BLE /TEM.. , 52.90 feet; thence run S67°08'35"W, a distance of 91.66 feet; thence run 13. Assignment of Development Rights recorded October 16, 2019 in Official SOO'19'09"E, a distance of 827.97 feet; thence run N89'48'54"E, a distance of Records Book 9458, Page 778. SUBJECT TO. NOT A PL077ABLE /TEM. Witness Witness 12.21 feet; thence run SOO`11'06"E, a distance of 115.00 feet to the Southwest corner of Lot 168 of said plat of Kensington Reserve Phase 11; thence departing CERTIFICATE OF APPROVAL Bt T E_ OF SANFORD CITY COMMISSION Printed Name Printed Name said perimeter of Kensington Reserve Phase 11, run S89°48'54"W along the North STATE OF OHIO COUNTY OF MONTGOMERY line of the aforesaid Tract C, Kensington Reserve, a distance of 821.80 flet to the �} s the foregoing THIS IS TO CERTIFY, That on g g Point of Beginning. plat was ap ro�ygd b the ijCom�sigetfi�the City of Sanford, Florida. Thome foregoing instrument was acknowledged before me by means of l p ys• P 9 1 a, 1,2 GQn by h ical resines or [� online notarization, this Contains 1,513,$60 square fest or 34.753 acres, more or less, rtC.1� Ronald L. Eubel [or Mark E. Brady], the Co-Chief Investment Officer of tie :...Cit Clerk (Signature) Y� Eubel Brady & Suttman . Asset Management, Inc., a Delaware corporation lr� �eC11 c i/1 on behalf of the corporation as Manager of EBS Residential Development City Mayor,(Printed Name) Attest: City Clerk (Printed Name) Fund II, LLC, an Ohio limited liab�jt vornpany, as`Sole Member on behalf of Brisson West Project i, L,;�Flirda "i{mited Lability ;company, on I��FlCAT OF APPROVAL ADMINISTRATIVE OFFICIAL behalf of the company, a rein �I F or has ed as r i4� PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION NOTICE: THIS LA , BE SUPPLANTED..IN THIS CERTIFY, That an_ - the foregoing SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NG CIRCUMSTANCES AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADD1TIt)N piafi wr sppr gyred ;by the City of Sanford Administrative Official, r RESTRICTIONS THAT.,' ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC `N P LI iS?I.orrlmission Expires RECORDS OF THIS, COUNTY.. `' .j,,, L �� �l C' 1�1 LZ +� D Sign re Printed Name If 5ri ed Name Commission Number CERTIFICATE OF SURVEYOR CERTIFICATE OF APPROVAL BY REVIEWING SURVEYOR CERTIFICATE OF CLERK OF THE CIRCUIT COURT KNOW ALL MEN BY THESE. PRESENTS, That the undersigned, being a Professional Pursuant to Section 177.081, Florida Statutes,, I„have;.reviewed this plat for conformity to I HEREBY CERTIFY, That I have examined the Foregoing plat and find Surveyor and Mapper that hcrs..prepared the foregoing plat and was made under Chapter 177 Part 1 of the Florida Statutes. 'and 1ti d'te,Aaid Plat complies with the technical that it complies in form with all the require eats C t 177, my direction and super n and that the plat complies with all the requirements requirements of that chapter; A provided `hoW6496 t ;at•E, review does not include field p of a ter 177 and sal nd Is, located in Seminole County, Jay Florida Statutes, and was filed for record on1�1 P y verification of any of the coordinates, ,poirit> �d�r; rast��rea ants shown an this plat. r e � �• at • � File No Shannon Surveying, Inc. LB # 6898 = CLERK OF THE COURT 7 . ift J es R. Shannon Jr. ate 499 North S,R. 434 -Suite 2045 Signe -�"; D t i C p_ nand fo mi unt F ori a t rids Registration Nu er 4671 Altamonte Springs, Florida, 32714-- / -- Q' r. , Printed Name ' `7' �' iriida Registration Number: BY `� _6 i SHANNON SURVEYING, UINC. KENSINGTON RESERVE .PHASE III 499 NORTH- S.R. 434 - SUITE 2045 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 A REPLAT OF PART OF PALM HAMMOCK ALLOTMENT, PLAT BOOK 1, PAGES 104 AND 105 LYING IN SECTION 17, TOWNSHIP 20 SOUTH RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA LEGEND CB - CHORD BEARING PT - POINT OF TANGENCY ■ - SET 4"X4" CM STAMPED CCR - CERTIFIED CORNER RECORD PB - PEAT BOOK. C "SHANNON PRM 4671" CH - CHORD LENGTH PCP - PERMANENT CONTROL POINT v 0 UNLESS OTHERWISE NOTED CM - CONCRETE MONUMENT PG -.PAGE L O - RECOVERED 4"X4" CM STAMPED FT. - q - FEET INDICATES CENTERLINE PGS - PRM - PAGES PERMANENT REFERENCE = SHANNON PRM 4671" L - ARC LENGTH > MONUMENT 53.58' UNLESS OTHERWISE NOTED LB - LICENSED BUSINESS R - RADIUS U -SET PGP NAIL &DISC N18'43'17"W CERTIFICATION RAD - RADIAL 1 STAMPED "SHANNON 4671" ORB - OFFICIAL. RECORDS BOOK R/W - RIGHT-OF-WAY z 00 UNLESS OTHERWISE NOTED. PC - POINT OF CURVATURE S.R. - STATE ROAD O - RECOVERED 5/8" IRON STAMPED PI - POINT OF INTERSECTION # - NUMBER z "SHANNON PRM 4671" N50'50'52"W 242 Y N14'55'55"E A - DEGREE OF CURVATURE S17-T2OS-R31 E - SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST N00'17'10 146.65' TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE II PB 84, PGS 1-4 SOUTHWEST CORNER OF 1 TRACT P 3 TRACT S RIVATE ROADS) ATCHED AREA L13-� L12- 01" SOUTH LINE OF SILVER LAKE INDUSTRIAL PARK REPLAT, PB 46, PGS 54-62 TRACT R DRAINAGE L AREA 294 I.29 v�O 291 292 293 2$8 289 290 286 287 L1 `i TRACT Q <� RECREATION -� AREA Q =�4 305 295 w 301 V 35.35' ¢(o 562'40'45"E C 229 296 w m¢Lo ¢4 v 0 JAN QV)d (o jXIt �z-t L 42.84' uiQV) W0- 0°`0- I -j = . I zFy-4- > Mwo 53.58' F- _ in QZ L12 Ld > �i N00'17'10 146.65' TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE II PB 84, PGS 1-4 SOUTHWEST CORNER OF 1 TRACT P 3 TRACT S RIVATE ROADS) ATCHED AREA L13-� L12- 01" SOUTH LINE OF SILVER LAKE INDUSTRIAL PARK REPLAT, PB 46, PGS 54-62 TRACT R DRAINAGE L AREA 294 I.29 v�O 291 292 293 2$8 289 290 286 287 L1 `i TRACT Q <� RECREATION -� AREA 4 p y�iNg't 304 =�4 305 295 302 301 OF 'S17-T20S-R31E 35.35' L2 562'40'45"E CCR #55989 229 296 12.03' 303 300 29.30' L5 N85'49'20"E 23� 4 p y�iNg't 304 299 : 297 298 6 48 305 BEARING SHEET 2 OF 8 PLAT BOOK PAGE NORTHWEST CORNER OF 4 2�5 285 306 g 187 276 • • +� 271 277 278 279 280 281 282 283 284 186 S89047'24"W ' 20.00' 1 270 :.g :tlRIVE= z 185 3 369 307 0 0 a ^ I 269 368.. w 184 T 268 370 F351 350 329 328 - Q z n 267 371 367 :: 352 349 330 327 308 t- 183 DC v 309 182It 366 4 353 348 331 326 I.� 266 ::0 372 M I : J." 310 � > 181 �-' 373 365 354 347 332 325 ^ w � rr o 265 :;. 4j N 180 Ne 0 I c~n : 364 355 346 'Q 333 324 311 00 �J u? J d- ,,_, �,� 264 :. 374 q ao °' d- `[ = r i :: 363 356 345 334 323 �' 312 w h m 179 QVC m¢� ovcn �� 263 :; :..t o z 0- TRACT N 10 0 0 01 375 POND -E 0 CDQ c„ n- o 0- z ( 362 357 344 ; : ; 335 322 313 w v) 178 �z� z `� i 262 _ Li z -- = 358 343 i 336 321 314 ( Y 177 wm J a_ :' } TRACT S Q°- _j o V) 261 PRIVATE ROADS ,,� ¢ w w 359 342: 337 320 315 176 a- Z 0 260 258 HATCHED AREA 1 I 2 259 F- 360 341 338 319 316 175 c`n I H6 pG, 257 361 340 339 318 317 169 170 171 172 173 174 N85'36'41" yY 89.11 w Lo w . 256 TRACTS M ::TUDO RQS, :RiViE'::: :: TUDOR ROSE DRIVE PRIVATE ROADS ) --F ((HATCHED AREA ¢ o o ado 255 to 00 �, 254 253 252 251 250 249 248 247,246 245 244 4; (6 167 166 165 164 163 162 161 tr, ~ate z l40: o 0Ma S89 -48'54"W 821.80' SOUTHWEST Cg:0 POINT OF BEGINNING CORNER OF 0 a m NORTHWEST CORNER OF TRACT C, ° KENSINGTON RESERVE TRACT C LOT 168 CL ! <0'02'41 PLAT BOOK 81, PAGES 86-92 KENSINGTON RESERVE o 1 N00"E Z _, , WEST PERIMETER OF TRACT C PB 81, PGS 86-92 o a 20.00' 124.69 -N14'51'43"W 53.00' N48'51'39"W 82.00' ,,�-N00'25'34"W 21.72' SOUTH PERIMETER OF TRACT C PINE WAY AVENUE S89°48'54"W 2176.51' 40.00' SOUTHWEST CORNER OF THE NORTHWEST 1/4 SOUTH LINE OF THE OF S17-T20-R31E NORTHWEST 1/4 OF RECOVERED 5/8" IRON, S17-T20S- 31E NORTH 1.0', WEST 0.3' POINT OF COMMENCEMENT - SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF S17-T2OS-R31 E o: m u- 0 w z J X w z w 0 Li I V) 0 I w 0 W SHEET is COVER KEY MAP SHEET 2: OVERALL SHEETS 3-8: DETAILS i SHEET 7 HTEET 8 N GRAPHIC SCALE 80 160 320 ( IN FEET ) 1 inch = 160ft. LINE TABLE O ' THE NORTHEAST 1/4 BEARING LENGTH L1 OF 'S17-T20S-R31E 35.35' L2 562'40'45"E CCR #55989 229 S89"58'58"E 12.03' L4 2`30 29.30' L5 N85'49'20"E 23� L6 S57'12'12"E 42.84' 232 S4:8-08'1 9' 28.35' I 2,33 = L9 I �+�► w S78'1425"E 53.58' 234 = v L12 235 , > �i V) `t m N18'43'17"W 236 w 0 z N65'12'20"E 1 237 w 0- w 1 238 V z 00 m m 239 or m 1-11 w a 240 0 a. z :) w Lo 160 0 241 z a N50'50'52"W 242 Y N14'55'55"E 20.06' L23 N55'20'41 "E o 1 243 � 4 2�5 285 306 g 187 276 • • +� 271 277 278 279 280 281 282 283 284 186 S89047'24"W ' 20.00' 1 270 :.g :tlRIVE= z 185 3 369 307 0 0 a ^ I 269 368.. w 184 T 268 370 F351 350 329 328 - Q z n 267 371 367 :: 352 349 330 327 308 t- 183 DC v 309 182It 366 4 353 348 331 326 I.� 266 ::0 372 M I : J." 310 � > 181 �-' 373 365 354 347 332 325 ^ w � rr o 265 :;. 4j N 180 Ne 0 I c~n : 364 355 346 'Q 333 324 311 00 �J u? J d- ,,_, �,� 264 :. 374 q ao °' d- `[ = r i :: 363 356 345 334 323 �' 312 w h m 179 QVC m¢� ovcn �� 263 :; :..t o z 0- TRACT N 10 0 0 01 375 POND -E 0 CDQ c„ n- o 0- z ( 362 357 344 ; : ; 335 322 313 w v) 178 �z� z `� i 262 _ Li z -- = 358 343 i 336 321 314 ( Y 177 wm J a_ :' } TRACT S Q°- _j o V) 261 PRIVATE ROADS ,,� ¢ w w 359 342: 337 320 315 176 a- Z 0 260 258 HATCHED AREA 1 I 2 259 F- 360 341 338 319 316 175 c`n I H6 pG, 257 361 340 339 318 317 169 170 171 172 173 174 N85'36'41" yY 89.11 w Lo w . 256 TRACTS M ::TUDO RQS, :RiViE'::: :: TUDOR ROSE DRIVE PRIVATE ROADS ) --F ((HATCHED AREA ¢ o o ado 255 to 00 �, 254 253 252 251 250 249 248 247,246 245 244 4; (6 167 166 165 164 163 162 161 tr, ~ate z l40: o 0Ma S89 -48'54"W 821.80' SOUTHWEST Cg:0 POINT OF BEGINNING CORNER OF 0 a m NORTHWEST CORNER OF TRACT C, ° KENSINGTON RESERVE TRACT C LOT 168 CL ! <0'02'41 PLAT BOOK 81, PAGES 86-92 KENSINGTON RESERVE o 1 N00"E Z _, , WEST PERIMETER OF TRACT C PB 81, PGS 86-92 o a 20.00' 124.69 -N14'51'43"W 53.00' N48'51'39"W 82.00' ,,�-N00'25'34"W 21.72' SOUTH PERIMETER OF TRACT C PINE WAY AVENUE S89°48'54"W 2176.51' 40.00' SOUTHWEST CORNER OF THE NORTHWEST 1/4 SOUTH LINE OF THE OF S17-T20-R31E NORTHWEST 1/4 OF RECOVERED 5/8" IRON, S17-T20S- 31E NORTH 1.0', WEST 0.3' POINT OF COMMENCEMENT - SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF S17-T2OS-R31 E o: m u- 0 w z J X w z w 0 Li I V) 0 I w 0 W SHEET is COVER KEY MAP SHEET 2: OVERALL SHEETS 3-8: DETAILS i SHEET 7 HTEET 8 N GRAPHIC SCALE 80 160 320 ( IN FEET ) 1 inch = 160ft. SSHEET '6 _ f- 4 -� _SHEET 3 640 LINE TABLE O ' LINE BEARING LENGTH L1 N79'14'05"E 35.35' L2 562'40'45"E 48.63' L3 _ S89"58'58"E 12.03' L4 S88'42'42"E 29.30' L5 N85'49'20"E 37.26' L6 S57'12'12"E 42.84' L7 S4:8-08'1 9' 28.35' L8 S70°45'35"E 138.41' L9 S79`16'06"E 123.54' L10 S78'1425"E 53.58' L11 N89'40'23"E 40.00' L12 N21'31'46"E 30.41' 1-13 N18'43'17"W 9.38' L14 N65'12'20"E 46.76' L15 N75'54'09"E 100.78' L16 N14'0551 "W 10.00' L17 N20'00'30"W 75.06' L18 N32'56'02"W 36.87' 1-19 N52'35'50"E 66.95' L20 N51 *09'11 "W 86.93' L21 N50'50'52"W 39.76' L22 N14'55'55"E 20.06' L23 N55'20'41 "E 57.23' SSHEET '6 _ f- 4 -� _SHEET 3 640 w 0 LINE TABLE O ' LINE BEARING LENGTH L24 N45'2229"E 49.62' L25 S88'20'18"E 69.19' L26 N79°41'47"E 89.78' L27 N38'28'01 "E 45.06' L28 S56'14'17"E 23.48' L29 S79"02'50"E 92.82' L30 N383846"E 67.81' L31 N51'05'37"E 38.67' L32 N68°06'32"E 60.41' L33 N84'01'01 "E 30.90' L34 S67'36'54"E 33.81' L35 S80°14'42"E 57.74' L36 N55'07'30"E 61.49' L37 N47'36'33"E 41.51' L38 N24'58'37"E 53.74' L39 N69'06'28" E 22.29' L40 587'05 56"E 73.33' . L41 N89'40'51 "E 11.04' L42 S03'47'29" E,_ 52.90' L43 S67'08'35"W 91.66' L44 N89'48'54"E 1 12.21' L45 S00*11'06"E 115.00' w 0 3 O ' �o Eo 1 w z 0) p 0) - V)=CO LL - Z w tai) ¢i -nm wm w 0- c~n ;- o Iz 0 woo z \ 7 Q X L - O w ~� w S89"48'54"W w w �¢ 2176.51' o ZOO jZ O ' �o Eo 1 - V)=CO Z w tai) ¢i -nm wm w 0- lam-. -� I w 40.00 V) �- Y S89'48'54' W Q W o S89"48'54"W °' 2176.51' o POINT OF 6 COMMENCEMENT z SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF S17-T2OS-R31 E now N89'52'08E 660.43' SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF S17-T2OS-R31 E CCR #58531, 1-1/2- IRON PIPE SHANNON SURVEYING, INC. Iff 499 NORTH S.R. 434 - sUTTE 2045 jjVSIyGTOj RESERVE PHAoJo ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 A REPLAT OF PART OF PALM HAMMOCK ALLOTMENT, PLAT BOOK 1, PAGES 104 AND 105 LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA SEE SHEET 6 -- - --_-__._._..,....,.-____��tx i 40.18' 89.94' i w z w 2 w d w a 0 c� L 25.00-125.0 f-OATGHLINE SEE SHEET 6 ■ - N89'40'51 "E N89"40'51 "E 1 N89°40'51 "E I 0 115.00' 115.00' I i 115.00' 89°51'57" Co 0 I "E ui bo o :rn 346 rn 1 I o 1___L' _ _ co 0 - o I o 30.00 i 0 � [ DRAINAGE I °i 312 ASEMENT EASEMENT- N 89'40' 51 "E f c °D I 333 °o, 316 324 CH. - C3 115.00' CM - a 0 I FEET I Co 1 +---_----- �� _ ____ I LB - 0 rn 345 0 1 W 0 �- (0 o N 89'40' 51 "E 1 I c POINT OF CURVATURE a cn PCP - PERMANENT CONTROL POINT 1 PI - dam- I N 89'40' 51 "E I - - _ - - - 115.00' - - 1 fl b 1 ,n 1 �u Lq © 323 PERMANENT REFERENCE b 0 i (PR/VATER©AD) !0 - o 0) 344 I Q STATE ROAD o All °lA017D I co N89'40'51 "E I I N89°40'51"E 115.00' 1 115.00' 1 I � w I 14 a b t' o 322 10 X- 1X rn 343 to 1 Ca (o ! I o Q V) o cn I N89'40'51 "E, N89'40'51 "E 1 115.00' 115.00' 115.00' 1 I w � I I C 336 00 a 0 342 ( o C I { Cp 0 to ! co CO3 o N 89'40' 51 "E I N89'40'51 "E 115.00' "E ! o I `i 115.00' 0 00 0 341 1a '0 C:) a 1 fD l o 0 1 o z o l 337 N89'40'51 "E I l a 115.00' o a w00 I o 1� y .0 m 340 1 Lo 1 o N89'40'51 "E I "E o I 115.00' -- - --_-__._._..,....,.-____��tx i 40.18' 89.94' i w z w 2 w d w a 0 c� L 25.00-125.0 f-OATGHLINE SEE SHEET 6 SHEET 3 OF 8 ■ - N89'40'51 "E io of N89°40'51 "E I 0 h I 115.00' r- i 115.00' 89°51'57" Co 0 I "E ui N w fi 115.00' rn I 1___L' _ _ ----_...�.. o - o N89'40'51 "E 30.00 i 01 [ DRAINAGE 0 °i 312 ASEMENT EASEMENT- 1 0 0 °D I 333 °o, 316 324 CH. - C3 (.01 CM - co 0 I FEET I Co q - +---_----- �� _ ____ ____ ------ LB - LICENSED BUSINESS oCERTIFICATION N 89'40' 51 "E Ld ci w I N 89'40' 51 "E 1 PC - POINT OF CURVATURE 115.00' 8 PCP - PERMANENT CONTROL POINT 115.00' PI - dam- I -I---------- - - _ - - - - - - - - - - - - - t fl b 1 ,n 1 30.00'I 334 DRAINAGE EASEMENT Lq © 323 PERMANENT REFERENCE b 1 0 i (PR/VATER©AD) co; - PB 84, PGS 1-4 R/W - (.0 I STATE ROAD o All °lA017D ! N89'40'51 "E N89'40'51 "E I 115.00' 115.00' 1 1 � I 01 01 335 b t' o 322 Ib 10 01 to Qci ! V) I N89'40'51 "E, N89'4051 "E 115.00' 115.00' 1 I w I 0 ' ( 336 b o 321 Ib I to CO3 I 3:: I N89'40'51 "E N89°40'51 "E o I 115.00' 115.00' 1 fD I °„V ! o z o l 337 a 320 l a C -0I o 0 I o I V I N89'40'51 "E N89'40'51 "E I 115.00' 115.00' I 1 W I c' 1 338 0 0 319 I a (D© Id 1 � I N89'40'51 "E N89°40'51 "E j 115.00' 115.00' to Icn T) ® 1 0 � 339 0 318 I cn _ 90.06' 89.94' SHEET 3 OF 8 N a - Lo o 7 rn 0 0) 0 0 z CC> co i 0 1 N89'40'51 ■ - I I 0I io of 311 RADIUS 0 h I SEE SHEET 6 r- i N a - Lo o 7 rn 0 0) 0 0 z CC> co i 0 1 N89'40'51 ■ - I I 0I io of 311 RADIUS 0 h I SEE SHEET 6 r- Cl co I 89°51'57" Co 0 N89'40'51 "E ui N 90°08'03" 115.00' rn 35.40' 1___L' _ _ ----_...�.. o - I N89'40'51 "E 30.00 o Cn 01 [ DRAINAGE 0 01 312 ASEMENT EASEMENT- DEGREE OF CURVATURE 0 CB - CHORD BEARING I N89'40'51 "E 115.00' 313 N89'40'51 "E 115.00' f •�1` al o ti ci I 314 co I o N89'40'51 "E 115 00' 1 317 Cc'• 00"0 25.00' 25.00' I 90.06' S89`48'54„W0 130.12' S89'4854"W 180.00' S89°48'54"W 90.06' b 0 y TRACT S `1 C-4 14 180.23' 280:00' TUDOR ROSE DR/VE 140.00' N 7 X (PRIVATE ROAD) 'oo ® N89'48'54"E P! PI 600.24' o 10.00' UTILITY EASEMENT 0 N % Lo S89°48'54"W 600.29' N L : 57.50' 67.50' 67.50' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' - --- ----- I f I fi bo o`°,' bb bo 0C° 0o bo -C) (o 0 0 I o o (, 0 OP 0 0 o p o 253 252 1 ,ri i 251 ,ri 250 249 , 248 ,�y 247 ,ri r 246 L6 7 245 ori 244 Z I Z I Z z z Z z z Z 30.00' DRAINAGE 1 ,1 EASEMENT 115.0015.00) 60.00' 67.50' I I 67.50 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00'. S89'48`54*W 821.8(}' TRACT C KENSINGTON RESERVE PB 81, PGS 86-92 w Ln d 0- It Z> CLUB �o z� Z 0 <0�, �zri. V) z w 10T a w a ■ - I I 0I ' of w RADIUS o I 315 0', 0 Cl co I 89°51'57" Co 0 o I N 90°08'03" o rn 35.40' C3 25.00' o '- I N89'40'51 "E C4 o Cn z [ 115.00' 35.40' UNLESS OTHERWISE NOTED V)) I b1 DEGREE OF CURVATURE 0 CB - CHORD BEARING I 316 0 CH. - C3 `- CM - CONCRETE MONUMENT 0:2 I FEET w a_ 169 q - 00 Q ( N 89'40' 51 "E ARC LENGTH Z co LB - LICENSED BUSINESS oCERTIFICATION ci w I 115.00' z PC - POINT OF CURVATURE (n PCP - PERMANENT CONTROL POINT w PI - dam- I PT - POINT OF TANGENCY PB - PLAT BOOK rn 1 317 Cc'• 00"0 25.00' 25.00' I 90.06' S89`48'54„W0 130.12' S89'4854"W 180.00' S89°48'54"W 90.06' b 0 y TRACT S `1 C-4 14 180.23' 280:00' TUDOR ROSE DR/VE 140.00' N 7 X (PRIVATE ROAD) 'oo ® N89'48'54"E P! PI 600.24' o 10.00' UTILITY EASEMENT 0 N % Lo S89°48'54"W 600.29' N L : 57.50' 67.50' 67.50' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' - --- ----- I f I fi bo o`°,' bb bo 0C° 0o bo -C) (o 0 0 I o o (, 0 OP 0 0 o p o 253 252 1 ,ri i 251 ,ri 250 249 , 248 ,�y 247 ,ri r 246 L6 7 245 ori 244 Z I Z I Z z z Z z z Z 30.00' DRAINAGE 1 ,1 EASEMENT 115.0015.00) 60.00' 67.50' I I 67.50 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00'. S89'48`54*W 821.8(}' TRACT C KENSINGTON RESERVE PB 81, PGS 86-92 w Ln d 0- It Z> CLUB �o z� Z 0 <0�, �zri. V) z w 10T a w a ■ - CURVE TABLE U 43 �c) RADIUS �r LENGTH u �U Cl 25.00' 89°51'57" 39.21' S45"15'07"E 35.31' C2 N 90°08'03" g LINE TABLE LINE BEARING LENGTH L44 N89'48'54"E 12.21' L45 S00'11'06"E 115.00' i_.I* t '_ l _E ■ - CURVE TABLE CURVEJ RADIUS DELTA LENGTH CH. BEARING CHORD Cl 25.00' 89°51'57" 39.21' S45"15'07"E 35.31' C2 25.00' 90°08'03" 39.33' N44'44'53"E 35.40' C3 25.00' 89'51'57" 39.21' S45°15'07"E 35.31' C4 25.00' 90'08'03" 39.33' N44044'53"E 35.40' i_.I* t '_ l _E w V) d z w� w� 168 d= Z 00 0 m C:) LL Cn Z w ■ - SET 4"X4" CM STAMPED "SHANNON PRM 4671-, UNLESS OTHERWISE NOTED C] - RECOVERED 4"X4" CM STAMPED "SHANNON PRM 4671', UNLESS OTHERWISE NOTED 0- SET PCP NAIL & DISC STAMPED "SHANNON 4671" UNLESS OTHERWISE NOTED. d - RECOVERED 5/8" IRON STAMPED "SHANNON PRM 4671, uj UNLESS OTHERWISE NOTED V)) A - DEGREE OF CURVATURE < CB - CHORD BEARING CL 't CCR - CERTIFIED CORNER RECORD CH. - CHORD `- CM - CONCRETE MONUMENT W 0 FT. - FEET w a_ 169 q - INDICATES CENTERLINE W ,17 L - ARC LENGTH Z co LB - LICENSED BUSINESS oCERTIFICATION CL ORB - OFFICIAL RECORDS BOOK z PC - POINT OF CURVATURE (n PCP - PERMANENT CONTROL POINT w PI - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE /DOR ROSE DRIVE_` MONUMENT (PR/VATER©AD) R - RAD -RADIAL RADIUS PB 84, PGS 1-4 R/W - RIGHT-OF-WAY S.R. - STATE ROAD 11 _ All °lA017D w V) d z w� w� 168 d= Z 00 0 m C:) LL Cn Z w SHANN SURVG, INC. c v L"��I SHEET 4 OF 8 499 NORTHNOS.R. 434EYINSUITE 2045 KENSINGTON RESERVE PHAoin ALTAMONTE SPRINGS, FLORIDA, 32714 <407) 774-8372 LB # 6898 A REPLAT OF PART OF PALM HAMMOCK ALLOTMENT PLAT BOOK 1 PAGES 104 AND 10.5 LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA 0 =#&INE 01 1-0 0 10 373 C) 1 265 C5 1 (3 Z� C3 1 (3 N89*40'51 "E - - co I 1 SPE SHEETS I I 115.00' I N89°40'51 "E I I N89*40'51 "E mmm 'm m - -.L- -- m M T- 17070' 'o 10 -T 115.26' i 1 364 0 co Lo 0 I ca I C5 1 263 N89*40'51 "E SET 4"X4" CM STAMPED 116.94' LB - LICENSED BUSINESS ^0 b 0 0 264 1 0 CERTIFICATION 'o 0 374 1 N89*40'51"E 1 3: 2 V) E - ci 10.00' WALL o) 0) u- 6 kw m CL 115.00' 1 0 I --EASEMENT I I p a) - I N89*40'51 "E 262 b ON 0- 20.00'- - I N89*40'51"E , T- b 0 0 CL I 0 10 c) 0 C) 1413 V) 0, 1 120.00' 1 STATE ROAD 115.29' I LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA 0 =#&INE 01 1-0 0 10 373 C) 1 265 C5 1 (3 Z� C3 1 (3 N89*40'51 "E - - co I 1 SPE SHEETS I I 115.00' I N89°40'51 "E I I N89*40'51 "E mmm 'm m - -.L- -- m M T- 17070' 'o 10 -T 115.26' i 1 364 0 co M co Lo 0 I ca I C5 1 263 N89*40'51 "E SET 4"X4" CM STAMPED 116.94' LB - LICENSED BUSINESS ^0 b 0 0 264 1 0 CERTIFICATION 'o 0 374 1 N89*40'51"E 1 3: 2 V) z ci 10.00' WALL o) 0) u- 6 kw m CL 115.00' 1 0 I --EASEMENT I I p a) - I N89*40'51 "E 262 b ON 0- 20.00'- - I N89*40'51"E , T- b 0 0 CL I 0 10 c) 0 C) 1413 V) 0, 1 120.00' 1 STATE ROAD 115.29' I Z U) z RECOVERED 5/9' IRON STAMPED 363 - im 0 co M co Lo 0 I ca I C5 1 263 N89*40'51 "E SET 4"X4" CM STAMPED 116.94' LB - LICENSED BUSINESS "SHANNON PRM 4671", CERTIFICATION QV) C.L OFFICIAL RECORDS BOOK UNLESS OTHERWISE NOTED V) z El - RECOVERED 4"X4�' CM STAMPED u- w co m CL "SHANNON PRM 4671", 0 < cr UNLESS OTHERWISE NOTED 262 PRM - 0- SET PCP NAIL & DISC ' " - 89.113 CL co V) N �85 -234 �16V-4414 W� - �-- - 89.11 RIGHT-OF-WAY CJ STATE ROAD # - 0- RECOVERED 5/9' IRON STAMPED il?A 125.00' 0 "SHANNON PRM 4671", 1-0 50.00' 0 ci UNLESS OTHERWISE NOTED 1 014 64.84' A - DEGREE OF CURVATURE I L0 c� 25.00' 2 uil CHORD BEARING S07'20'29"E 0 Lq 0 CERTIFIED CORNER RECORD 90*00'00" 39.27' CH. - CHORD u - 0 LEGEND FEET - a- SET 4"X4" CM STAMPED ARC LENGTH LB - LICENSED BUSINESS "SHANNON PRM 4671", CERTIFICATION 0) OFFICIAL RECORDS BOOK UNLESS OTHERWISE NOTED V) PCP - El - RECOVERED 4"X4�' CM STAMPED u- C5 ui POINT OF TANGENCY "SHANNON PRM 4671", 0 L PAGE UNLESS OTHERWISE NOTED PAGES PRM - 0- SET PCP NAIL & DISC ' " - 89.113 RADIUS STAMPED "SHANNON 4671" V) N �85 -234 �16V-4414 W� - �-- - 89.11 RIGHT-OF-WAY UNLESS OTHERWISE NOTED. STATE ROAD # - 0- RECOVERED 5/9' IRON STAMPED 375 125.00' 23*04'26" "SHANNON PRM 4671", 1-0 50.00' Cll UNLESS OTHERWISE NOTED z 64.84' A - DEGREE OF CURVATURE I L0 c� 25.00' 2 CB - CHORD BEARING S07'20'29"E 0 Lq CCR - CERTIFIED CORNER RECORD 90*00'00" 39.27' CH. - CHORD u - 0 25.00' CM - CONCRETE MONUMENT N 44*40'51 "E 35.36' C15 c) ui 157.08' FT. - FEET - INDICATES CENTERLINE L - ARC LENGTH LB - LICENSED BUSINESS I Oi25.0025.00' CERTIFICATION ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PCP - PERMANENT CONTROL POINT PI - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE 115.00' MONUMENT R - RADIUS RAD - RADIAL RVW - RIGHT-OF-WAY .R. - .1 STATE ROAD # - NUMBER SHEET 1: COVER F SHEET 2: OVERALL MY MAP SHEETS 3-8: DETAILS SHEET 8 SHEET -SHEET SHEET 6 - IS ET 4/1--l- SHEET 261 0) CURVE TABLE 0 �o 10 RADIUS V -j - I Oi25.0025.00' CH. BEARING CHORD C5 75.00' 89*51'57" 117.63' < � 105.94' C6 100.00' 89*51'57" N89°40'51 "E I 141.26_ It PT 89*51'57" 196.06' S45°15'07"E 115.00' 1 125.00' 01 *08'45" 10 S89*36'43"E 2.50' C9 125.00' 1 47.74' S78*05'56"E 47.45' 375 125.00' 23*04'26" 50.34' 1-0 50.00' Cll 125,00' 29°43'15" 64.84' S29°13'27"E 64.12' I L0 c� 25.00' 2 14*0241" 30,64' S07'20'29"E 0 Lq 362 1 U-) 90*00'00" 39.27' 0 35.36' C14 25.00' 90*00'00" 39.27' N 44*40'51 "E 35.36' C15 c) 90*00'00" 157.08' S45*19'09"E 141.42' C16 75.00' 90*00'00" 45.00' S45'19'09"E 106.07' - - - 90.00' je 90*00'00" c S45*19'09"E 176.78' C18 125.00' 13*06'13" 28.,59' S83*46'03"E 28.53' C19 S89 *40'51 W 50.34' TRACT S 135.00' 50.00' C20 125.00' 23*04'26" 10.00' UTILITY En-t-I' t -l- S42°36'17"E SWINSMAD LAME C21 1125.00' Y�t 21 *31'361$ 46.96' S20 -18'16"E 46.69' L C22 19*13'19" (PRIVATEROAD) ; 20.12' S045548"E 20.10; PC N89°40'51 "E 185.00' Pt cjq sw 10.00' UTILITY EASEMENT S89*40'51' 135.00- 18 45.00' 90.00, 4. Z� j 'Co 00 _0 0 260 258 00 C,q ov cv ti u") Lo 259 Z N89°40'51 "E W 3.1115.00' 9 0) 0 100 0 h/ 0 0 - co "t PT q 4 4 c� 00 257 770 .7 0. LOT -47 PALM HAMMOCK ALLOTMENT PB 1, PGS 104-105 I- (?, NID) E cp 0nl. 256 v - v - U? I p1 00 04 255 p 8 - I--10.00' WALL I EASEMENT I 107.29' 99.51' 5.00' cl ('cl 0) c m 0 Z cl (c) qC) z 0 (c) U) -a o 0 0 C5 SEE siffifir 0 N89°40'51 "E 355 N89*40*51 "E 115.00' 356 N89*40'51 "E 115.00' 357 N89*40*51"E 115.00' 358 N89`40'51 "E 115.00' 359 115.00' 360 N89*40'51 "E. 115.00' w 1-8-1, 01 - co b no w cy) 0 U) O C N89'40'51 "E 115.00' 346 N89*40'51 "E 115.00, 345 N89°40'51 "E 115.00' 344 N89'40'51 "E 115.00' 343 N89*40'51"E 115.00' 342 N89*40'51 "E 115.00' 341 N89*40'51 "E 115.00' \Lri Li 00) 361 lcy) 340 C) 361 01) *0 14 o wraA , Cl - - -- - - - - - - - - - - - 40-.18-' 89.94' 0 9`48'54"W S 0 L6 180.23' \ �C,7 PC'' 0 C) N89 -48'54"E Lo S89'48' 54"W C9 ���57.50' 67.50' 0 (.0 41 253 o 252 0 0 0 14 z z w S89*48!5eW TRACT C POINT OF BEGINNING KENSINGTON RESERVE NORTHWEST CORNER OF TRACT C, PB 81, PGS 86-92 KENSINGTON RESERVE PLAT BOOK 81, PAGES bt)-VZ 67.50' CURVE TABLE CURVE RADIUS DELTA LENGTH CH. BEARING CHORD C5 75.00' 89*51'57" 117.63' S45"15'07"E 105.94' C6 100.00' 89*51'57" 156.85' S45°15'07"E 141.26_ C7 125.00' 89*51'57" 196.06' S45°15'07"E 176.57' C8 125.00' 01 *08'45" 2,50' S89*36'43"E 2.50' C9 125.00' 21'52'50" 47.74' S78*05'56"E 47.45' C10 125.00' 23*04'26" 50.34' S55°37'17"E 50.00' Cll 125,00' 29°43'15" 64.84' S29°13'27"E 64.12' C12 125.00' 14*0241" 30,64' S07'20'29"E 30.56' C13 25.00' 90*00'00" 39.27' N45*19'09"W 35.36' C14 25.00' 90*00'00" 39.27' N 44*40'51 "E 35.36' C15 100.00' 90*00'00" 157.08' S45*19'09"E 141.42' C16 75.00' 90*00'00" 117.81' S45'19'09"E 106.07' C17 125,00' 90*00'00" 196.35' S45*19'09"E 176.78' C18 125.00' 13*06'13" 28.,59' S83*46'03"E 28.53' C19 125.00' 23*04'26" 50.34' S65*40'43"E 50.00' C20 125.00' 23*04'26" 50.34' S42°36'17"E 50.00' C21 1125.00' Y�t 21 *31'361$ 46.96' S20 -18'16"E 46.69' L C22 19*13'19" 125.0 ; 20.12' S045548"E 20.10; I- (?, NID) E cp 0nl. 256 v - v - U? I p1 00 04 255 p 8 - I--10.00' WALL I EASEMENT I 107.29' 99.51' 5.00' cl ('cl 0) c m 0 Z cl (c) qC) z 0 (c) U) -a o 0 0 C5 SEE siffifir 0 N89°40'51 "E 355 N89*40*51 "E 115.00' 356 N89*40'51 "E 115.00' 357 N89*40*51"E 115.00' 358 N89`40'51 "E 115.00' 359 115.00' 360 N89*40'51 "E. 115.00' w 1-8-1, 01 - co b no w cy) 0 U) O C N89'40'51 "E 115.00' 346 N89*40'51 "E 115.00, 345 N89°40'51 "E 115.00' 344 N89'40'51 "E 115.00' 343 N89*40'51"E 115.00' 342 N89*40'51 "E 115.00' 341 N89*40'51 "E 115.00' \Lri Li 00) 361 lcy) 340 C) 361 01) *0 14 o wraA , Cl - - -- - - - - - - - - - - - 40-.18-' 89.94' 0 9`48'54"W S 0 L6 180.23' \ �C,7 PC'' 0 C) N89 -48'54"E Lo S89'48' 54"W C9 ���57.50' 67.50' 0 (.0 41 253 o 252 0 0 0 14 z z w S89*48!5eW TRACT C POINT OF BEGINNING KENSINGTON RESERVE NORTHWEST CORNER OF TRACT C, PB 81, PGS 86-92 KENSINGTON RESERVE PLAT BOOK 81, PAGES bt)-VZ 67.50' SHANNON SURVEYING, INC. 499 NORTH S.R. 434 -SUITE 2045 KENSING TON RESER VE PHA I.�I SHEET O F 8 ALTAkONTE SPRINGS, FLORIDA, 32714 AJEJ <407) 774-8372 LE # 6898 A RFPI AT OF PART OF PALM KA HkAkAn(-V ALLOTMENT r)TIAr-KIT D1 T Dr)nV i PAGES lf)A al QVI kl�l P.M. AND LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 L3 4 L L 3 L4 12.03' 24.65'4.65 C5 (01 37,26 cp? 273 LINE TABLE M < u) _j -t Jar LINE TABLE I 274 00 CURVE TABLE LINE BEARING LENGTH LINE BEARING LENGTH CURVE RADIUS DELTA < CH. BEARING CHORD Ll N79°14'05"E 35.35' L9 S79°16'06"E 123.54' -0 32.00' 109*33'34" (31.19' S54*27'38"W 52.28' z 48.63' L10 S78°14'25"E 53.58' C24 57.00' m Z Lu �4 (D 00 S54*27'38"W 93.13' SQ272 272 U Lll < 40.00' 1---10.00' WALL 1 s, \N m 114.73' E- fy 98.03, L4 S88'42'42"E EASEMENT M E EASEMENT T 7-, N21'31'46"E 30.41' it 60.00' L 20-99' S09*42,16"W 20.89, L5 I N85*49'20"E 37.26' L13 N18*43'17"W 9.38' Q 60.00' 24*53'15" 2-6.06' S32*1 O'l 8"W 25.86' L6 S57*1 2'1 2"E 42.84' L14 N651 2'20"E 46.76' C28 60.00' 26*23'24" 27.64' 557*48'38"W 27.39 S89*47*2eW- 28.35' 1 L15 1 N75*54'09"E 1100.78' C29 60.00' 20.00' 29.81' S85*1 4'1 4"W 29.50' 18 N70'45'35"W 1138.41' IIC) C30 60.00' 09*46'18" 10.23' N75'3843"W 10.22' C31 125.00' 19*33'34" 42.67' U? 42.47' TRACT P C32 00 1 271 51.21' S80*32'22"E 20.00' CONSERVATION AREA KENSINGTON RESERVE PH mz)r- 11 PB 84, PGS 1-4 I N89*40'51"E 08*56'09" 79*22'35'j,34.63' 127.29' LEGEND 1! I I 118.69' m - SET 4"X4" CM STAMPED C351 25.00' SHANNON PRM 4671-, 35.36 UNLESS OTHERWISE NOTED Lu ID - RECOVERED 4"X4!' CM STAMPED v) r-- d I 270 "SHANNON PRM 4671", UNLESS OTHERWISE NOTED V) 0 - SET PCP NAIL & DISC STAMPED "SHANNON 4671" 0 P! I N89*40'51 "E UNLESS OTHERWISE NOTED. rl 1 I 115.09' 0 - RECOVERED 5/9' IRON STAMPED "SHANNON PRM 4671', (n UNLESS OTHERWISE NOTED u - 0 0269 A - DEGREE OF CURVATURE CB - CHORD BEARING CCR -CERTIFIED CORNER RECORD CH. - CHORD cn CM - CONCRETE MONUMENT w :�- I N89*40'51"E FT. -FEE? - INDICATES CENTERLINE < F-- x 115.12' 1 L- ARC LENGTH CL w 0 qq LB - LICENSED BUSINESS ui it. ICERTIFCATION ol 0 ORB - OFFICIAL RECORDS BOOK 04 < PC - POINT OF CURVATURE a 0-3 268 cL0 PCP - PERMANENT CONTROL POINTED _j Li A < ul PI - POINT OF INTERSECTION PT - POINT OF TANGENCY z "E CL I N89°40'51 PB - PLAT BOOK < cn PC - PAGE (n uj �:: 115.15' PGS - PAGES m I 1---10.00' WALL PRM - PERMANENT REFERENCE CL -C I EASEMENT MONUMENT 0 ) R - RADIUS -j 0 267 RAD - RADIAL RVW - RIGHT-OF-WAY STATE ROAD (n 8 1 .R. - # - NUMBER Z I N89'40'51 "E 1 115.19' SHEET 1: COVER KEY MAP I I SHEET 2: OVERALL I SHEETS 3-8: DETARS 01 0 (31 266 HEET 8 C.0 SHEET N89*40'51 "E 115.22' SHEET 5 .SHEET 6- 01 0 c; 265 SHEET 4 4SI111"I 3- N 89'40'51 "E. ii mmm r -T 115.26' 67- I SEE SHEET 4 37,26 cp? 273 LINE TABLE 40 40 LINE TABLE 0) o0) 274 00 CURVE TABLE LINE BEARING LENGTH LINE BEARING LENGTH CURVE RADIUS DELTA LIENGTH CH. BEARING CHORD Ll N79°14'05"E 35.35' L9 S79°16'06"E 123.54' C23 32.00' 109*33'34" (31.19' S54*27'38"W 52.28' L2 562*40' ' 45"E 48.63' L10 S78°14'25"E 53.58' C24 57.00' 109'3334" 108.99' S54*27'38"W 93.13' L3 S89*58'58"E 12.03' 1 Lll N89'40'23"E 40.00' C251 60.00' 109'33'34" 114.73' S54*27'38"W 98.03, L4 S88'42'42"E 29.30' L12 N21'31'46"E 30.41' C26 1 60.00' 20*02'50" 20-99' S09*42,16"W 20.89, L5 I N85*49'20"E 37.26' L13 N18*43'17"W 9.38' C27 60.00' 24*53'15" 2-6.06' S32*1 O'l 8"W 25.86' L6 S57*1 2'1 2"E 42.84' L14 N651 2'20"E 46.76' C28 60.00' 26*23'24" 27.64' 557*48'38"W 27.39 L7 S48°08'19"E 28.35' 1 L15 1 N75*54'09"E 1100.78' C29 60.00' 28v2748" 29.81' S85*1 4'1 4"W 29.50' 18 N70'45'35"W 1138.41' C30 60.00' 09*46'18" 10.23' N75'3843"W 10.22' C31 125.00' 19*33'34" 42.67' S80'32'22"E 42.47' TRACT P C32 150.00' 19*3334" 51.21' S80*32'22"E 50.96' CONSERVATION AREA KENSINGTON RESERVE PH mz)r- 11 PB 84, PGS 1-4 C33 C34 175.00' 25.00' 08*56'09" 79*22'35'j,34.63' 127.29' 1 S75°13'39"E N40'00'26"W 27.27' 1 31.93' C351 25.00' N 35.36 C29 C,3 G�96 91 6o.6 71 - 46.8-01 277 5,3.5 f 00 cl c; M 2,78 TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 bc V,cl \IAr ��� ws-p' -\Nk vn tle I D � p 50 A 0, .0ir " r .0 Li 1 NN - 1 T61 27.39 5� o) 279 0) V) 0 0 Q) 0 /V;;,O. P7. . .4 , 6. s3s" 185.6s, C14 8's.6s, U *2 Qcl w 5' 40 40 0) o0) 274 00 Zo cy) 6 5 0) (�� co/ R co 91 6o.6 71 - 46.8-01 277 5,3.5 f 00 cl c; M 2,78 TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 bc V,cl \IAr ��� ws-p' -\Nk vn tle I D � p 50 A 0, .0ir " r .0 Li 1 NN - 1 T61 27.39 5� o) 279 0) V) 0 0 Q) 0 /V;;,O. P7. . .4 , 6. s3s" 185.6s, C14 8's.6s, U *2 Qcl w 5' C'V0 - - - - - - - - s %weZ2,41 C I- 1 33.13' 65.00' 1 65.00 65.00' 4. , i . pI ,�� -- -� g 2' jlo* -0 CIV S89*40'51 "W 10 t1O.00' UTILITY n 1�1 0 PCui EASEMENT PC 2 PT I N89°40'51 "E ^0 4;;, cv 13,13s 280.00' 1 25.00' 25.00' 1 369 0 1 -N I -N -- tri 1-0 O� I co 04 N89*40'51 "E 180.00, Lo c6 3r 90.00, ( 0D 4 Ni 04 - - - - - - - - - - oi 00 po 0 od o6 0 0 N89*40'51"E - 368 25.00 25.00' 0) cd o 120.00' I 351 0) 350 -o I- 01 0 Lo I z N0 Lo 114 c� ol 0 U) 1-0 >W- 0 0 0 w 370 1 C5 w C5 1 6 (D w N89*40'51 "EQ g N89*40'51 "E N89'40'51 E 115.00 4 115.00' 115.00' 14 Z z N89*40'51"E () K w 1-4 w w A A :2 120.00' "o C) < ct �* M 0) w 0 0 0!� w ol 0 c), C5 367 0 352 c� 349 C5 o < (o (o < C3 1 0 w W (Qo ca 0 ol Lo o 0 0 61 371 6 0 -J (D (o N89*40'51"E I I N89°40'51 "E N89*40'51 "E c/) Q-' D 1 115. 00' (.0 115.00' 115.00' 14 -0 1 N89°40'51 E Z 00 c� w w < 120.00' 0 :2 r• 0 0) it, 0 0 w q- ol b 0 ci 366 C3 w (o 0 353 - 04 348 1:� m (o 0 A col (D b 1-0 ol 0 44 0 1 0 ci 1 C5 372 0 V) 14 co I (D 6 (D (o N89*40'51"E N89*40'51 "E N89°40'51 "E 115.00' 1 0) 115.00, 115.00' 0) Lo 0) 0 0) 1 1 0 - N89*40'51 "E -j- 0) 0) 1 120.00' C) C5 -1-, 0) 0 0 Lo ol 0 365 C) -0) d 354 347 z U) 0 ci 1 0 z U*) (D co 'o 1 c0 0 1 0 373 0N89'40'51"E 00 N89"40'51 "E N89'40'51 "E 115.00' T mmmmmmmmmmm = 115.{0' 115.00' N89'40'51 "E 0 L 0) A rCHLINE SEE SHEET 4 lij 7 � SEE SHEET 3 ' 120.0!0 0 'o 0 i i0 364 100 ol 0 355 c� 10) 346 C3 C.00 co Zo tTim L6 rn 0) co . (o 0) yj 0 :- cc) 280 14 14 C'V0 - - - - - - - - s %weZ2,41 C I- 1 33.13' 65.00' 1 65.00 65.00' 4. , i . pI ,�� -- -� g 2' jlo* -0 CIV S89*40'51 "W 10 t1O.00' UTILITY n 1�1 0 PCui EASEMENT PC 2 PT I N89°40'51 "E ^0 4;;, cv 13,13s 280.00' 1 25.00' 25.00' 1 369 0 1 -N I -N -- tri 1-0 O� I co 04 N89*40'51 "E 180.00, Lo c6 3r 90.00, ( 0D 4 Ni 04 - - - - - - - - - - oi 00 po 0 od o6 0 0 N89*40'51"E - 368 25.00 25.00' 0) cd o 120.00' I 351 0) 350 -o I- 01 0 Lo I z N0 Lo 114 c� ol 0 U) 1-0 >W- 0 0 0 w 370 1 C5 w C5 1 6 (D w N89*40'51 "EQ g N89*40'51 "E N89'40'51 E 115.00 4 115.00' 115.00' 14 Z z N89*40'51"E () K w 1-4 w w A A :2 120.00' "o C) < ct �* M 0) w 0 0 0!� w ol 0 c), C5 367 0 352 c� 349 C5 o < (o (o < C3 1 0 w W (Qo ca 0 ol Lo o 0 0 61 371 6 0 -J (D (o N89*40'51"E I I N89°40'51 "E N89*40'51 "E c/) Q-' D 1 115. 00' (.0 115.00' 115.00' 14 -0 1 N89°40'51 E Z 00 c� w w < 120.00' 0 :2 r• 0 0) it, 0 0 w q- ol b 0 ci 366 C3 w (o 0 353 - 04 348 1:� m (o 0 A col (D b 1-0 ol 0 44 0 1 0 ci 1 C5 372 0 V) 14 co I (D 6 (D (o N89*40'51"E N89*40'51 "E N89°40'51 "E 115.00' 1 0) 115.00, 115.00' 0) Lo 0) 0 0) 1 1 0 - N89*40'51 "E -j- 0) 0) 1 120.00' C) C5 -1-, 0) 0 0 Lo ol 0 365 C) -0) d 354 347 z U) 0 ci 1 0 z U*) (D co 'o 1 c0 0 1 0 373 0N89'40'51"E 00 N89"40'51 "E N89'40'51 "E 115.00' T mmmmmmmmmmm = 115.{0' 115.00' N89'40'51 "E 0 L 0) A rCHLINE SEE SHEET 4 lij 7 � SEE SHEET 3 ' 120.0!0 0 'o 0 i i0 364 100 ol 0 355 c� 10) 346 C3 C.00 SHANNON SURVEYING, INC. 499 NORTH S,R. 434 -�- SUITE 2045 KENSING TON RESERVE PHASE III S H E E T 6 OF 8 ALTAMONTE SPRINGS, FLORIDA, 32714 <407) 774-8378 LB # 6898 A REPLAT OF PART OF PALM HAMMOCK ALLOTMENT, PLAT BOOK 1, PAGES 104 AND 105 LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA - Lill 11611 27.39' w 279 goo 5 r rl ol ro - -j- r5k I bll\0 w -re LINE TABLE; CURVE TABLE LINE CURVE RADIUS DELTA LENGTH CH. BEARING CHORD C36 25.00, � 90-00'06"- 39.27' N45#1 9'09"W 35.36' 'I C37 25.00' 90*00'00" 39.27' 544'40'51 "W 6$ 35.36' C38 250.00' 15*22'12" 67.06' N81 *5945"E 66.86' C39 275.00' 22'32'16" 108.17' N78*24'43"E 107.48' C40 300.00' 10*34'25" 55.36' N84*2339"E 55.28' C41 25.00' 100*34'25" 43.88' N50'36'21 "W 38.46' C42 25.00' 74*37'48" 32.56' N 36*59'45"E 30.31'_ 115.00' 25.00' 111112-32'116"_ 49.10' S56'35'17"E 41,58' .C43 C44 25.00' 67'27'44" 29.44' S33 -24'43"W 27.76' IC58 25.00' 67-27'44" 29.44' N33'24'43"E 27.76' - Lill 11611 27.39' w 279 goo 5 r rl ol ro - -j- r5k I bll\0 w -re M-1 us 2- SEE SHEET 7 $ rTCHLINE 255.00' LINE TABLE; 6 5 LINE BEARING , LENGTH Lll N89*40'23"E 40.00' L12 N21*31'46"E 30.41' L13 I Nl 8*43'1 7"W 9.38' L14 N65*12'20"E 46.76' L42 S03*47'29"E 52.90' L43 S67*08'35"W 91.66' M-1 us 2- SEE SHEET 7 $ rTCHLINE 255.00' ---------------- 6 5 T_ 00 00 65.00' 65.00' 65.00' 65.00' S89*40'51 "W S89*40'51 "W S89*40'51 "W 0 65.00' rl rb TRACT S 0) 0 0 0) o V) o) Lo 281 0 282 V) PI v '�% (PRIVATE ROAD) M-1 us 2- SEE SHEET 7 $ rTCHLINE 255.00' ----------- ---------------- 285 ---------------- 00 65.00' 65.00' 65.00' 65.00' 65.00' 40.36' S89*40'51 "W S89*40'51 "W 0 C) 125.00' rn ui 283 -- TRACT S 0) 0 0 N89*40'51"E EASEMENT V) o) 463.49' CNN . 0 0 0 Lo - 284 PI v '�% (PRIVATE ROAD) (n -0 PC ----------- ---------------- ----------- ---------------- 65.00' 65.00' 65.00' 65.00' 65.00' 40.36' S89*40'51 "W L10,00' 463.49' UTILITY TRACT S 0 L6 N89*40'51"E EASEMENT qWINSTEAD DRIVE 463.49' CNN 280.00' I PI v '�% (PRIVATE ROAD) 170.36' -0 PC 00 r- 00 15.00' 25.00' N89'40'51 "E 180.00, 329 Goo 90.00, 90.00, ---- c� Lq N89*40'51"E 115.00' N89'40'51 "I 115.00' N89'40'51 "E 115.00' 115.00' SEE SHEET 4 355 25.00' 125.00' cr c c z 589*40'51's W --4 S89'40'51 "W 115.00' 115-00' (R n C) -c) 0 00 C) q CN 299 304 c3 25.00' 0 C) (o (D SEE SHEET a 141 SQ9*40'51 "W S89'40'51"W - - - - - - - - 115.00' 115.00' :3t I ~W 46, (o i)< 0) < b -co 0 305 q N 10) a ftna 0 4 U-) ids cl (o SEE SHEET a cl 298 z 589*40'51 "W �6% 115.00' 0 2 0) 0 U -)co 0 C) 0 0) 0 0) b CK) C3 ci z 0 0 -0) -m z r- I 306 0 0 z z 10 25.00' 25.00' -u-) 'Allb- p9 m Ar ills to N.- -1 co 1-Z 04 00 I Ell I svv(pftfil '? �16 164 % I N N89*40 51 E 12 0. 6 c-4 90.00' 30.36 .7 Lo po cd I 307 00 r- 00 15.00' 25.00' r, 329 328 c� Lq 0 V) 115.00' 00 Lo Ld N89*40'51"E 308 N89*40'51"E � �I 115.00' vi4I4 14 Q 115.00' - 41 Ld N89'40*51"E ol 00 2 0) < 8 10 0 C5 1 330 lz� 0 327 0 1 6 309 0 1 (10 ui U) N89*40'51 "E N89'40'51 "E -- 115.00' 115.00' �4 o 01 ol 0 331 00 c� ^0) 326 10 0 (31 0 0 ci 0 (o V) 0 (n N89'40'51 "E N89*4051"E N89*40'51 "E 115.00' 115.00' 115.00' w 311 ol 0 1 332 00 q 0 0) -0) 325 10 ci co I co T- 0 .0 cn N89*40'51"E - - N89*40'51"E - - - - - - - - - 115.00' C5, c� 115.00' 115.00' Lo LA uj TCHL INE 0) SEE SHEET 3 00 1 333 00 324 00 'Lo (o V) I co -1 co 1-Z 04 00 I Ell I svv(pftfil '? �16 164 % I N E-4 0 Lo po cd I 307 00 r- 00 15.00' 25.00' r, N89*40'51 "E 115.00' Ld c� 308 � �I vi4I4 14 Q -c) - 41 N89'40*51"E 115.00' < 8 309 z ol Q0 ui 0 < N89'40'51 "E 115.00' w 0) o 01 0') 0 - z ol 310 0 ci V) N89*4051"E 115.00' al 0 311 115.00' C5, c� SEE SHEET 3 Lo -1 co 1-Z 04 00 I Ell I svv(pftfil '? �16 164 % I N z LEGEND 0 13- ► 0 - SET 4"X4" CM STAMPED .u) "SHANNON PRM 4671", zw- Q� ":� UNLESS OTHERWISE NOTED Z co 0 RECOVERED eXe CM STAMPED 0 F- M "SHANNON PIRM 4671", 0 Q- UNLESS OTHERWISE NOTED z Y) * SET PCP NAIL & DISC z STAMPED "SHANNON 4671" UNLESS OTHERWISE NOTED. 0 - RECOVERED 51T IRON STAMPED "SHANNON PIRM 4671", UNLESS OTHERWISE NOTED A - DEGREE OF CURVATURE CB - CHORD BEARING CCR - CERTIFIED CORNER RECORD CH. - CHORD CM - CONCRETE MONUMENT FT. - FEET - INDICATES CENTERLINE L - ARC LENGTH LB - LICENSED BUSINESS CERTIFICATION ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PCP - PERMANENT CONTROL POINT PI - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE MONUMENT R - RADIUS RAID - RADIAL R/W - RIGHT-OF-WAY S.R. - STATE ROAD NUMBER E-4 0 z LEGEND 0 13- ► 0 - SET 4"X4" CM STAMPED .u) "SHANNON PRM 4671", zw- Q� ":� UNLESS OTHERWISE NOTED Z co 0 RECOVERED eXe CM STAMPED 0 F- M "SHANNON PIRM 4671", 0 Q- UNLESS OTHERWISE NOTED z Y) * SET PCP NAIL & DISC z STAMPED "SHANNON 4671" UNLESS OTHERWISE NOTED. 0 - RECOVERED 51T IRON STAMPED "SHANNON PIRM 4671", UNLESS OTHERWISE NOTED A - DEGREE OF CURVATURE CB - CHORD BEARING CCR - CERTIFIED CORNER RECORD CH. - CHORD CM - CONCRETE MONUMENT FT. - FEET - INDICATES CENTERLINE L - ARC LENGTH LB - LICENSED BUSINESS CERTIFICATION ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PCP - PERMANENT CONTROL POINT PI - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE MONUMENT R - RADIUS RAID - RADIAL R/W - RIGHT-OF-WAY S.R. - STATE ROAD NUMBER SHANNON SURVEYING, INC. 499 NORTH S,R, 434 - SUITE 2045, ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 SHEET 1: COVER KEY MAP SHEET 2: OVERALL I I SHEETS" 3-8: DETAILS UL, SHEET 8 SHEET 3 LEGEND LINE TABLE SET 4"X4" CM STAMPED LINE "SHANNON PRM 4671 11, RADIUS UNLESS OTHERWISE NOTED Ei RECOVERED eX4!'. CM STAMPED 27.39' "SHANNON PRM 4671", 250.00' UNLESS OTHERWISE NOTED 67.06' SET PCP NAIL & DISC 66.86' STAMPED "SHANNON 4671" S UNLESS OTHERWISE NOTED. 0 - RECOVERED 5/Er IRON STAMPED 107.48' "SHANNON PRM 4671", 0) 0 UNLESS OTHERWISE NOTED A - DEGREE OF CURVATURE CB - CHORD BEARING CCR - CERTIFIED CORNER RECORD CH. - CHORD CM - CONCRETE MONUMENT FT. - FEET - INDICATES CENTERLINE L - ARC LENGTH LB - LICENSED BUSINESS 88.37' CERTIFICATION ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PCP - PERMANENT CONTROL POINT Pi - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE 42.72' MONUMENT R - RADIUS RAD - RADIAL RVW - RIGHT-OF-WAY R. - STATE ROAD # - NUMBER KENSINGTON RESERVE PHASE SII A REPEAT OF PART OF PALM HAMMOCK ALLOTMENT, PLAT BOOK 1, PAGES 104 AND 105 LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA tv, SRP to qGs �bAc TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 rol 280 TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 TRACT R DRAINAGE AREA co (6 rn rn Lo 281 S89*40'51 "W ow -2 65.00' 282 _10 0) 0 o) 0 0 z 00*53) 0 101.02 65.00' SEE SHEET 6 283 9.0.3. TRACT Q RECREATION AREA 0 Ld 1 SHEET OF 8 125.01 TCHLINE 285 68.56p - SEE SHEET 8 287 S89*40'51 "W 125.00' 284 LINE TABLE CURVE TABLE LINE PC k RADIUS DELTA ALu %r. 12.61' 27.39' I 250.00' 15*22'12" 67.06' N81 *59'45"E 66.86' C39 S 22*32'16" ui 2 0) (o 107.48' y 0') 0) 0 Lo00 0 as -f" to 0) p 5 (m 112'32'16" 49.10' 278 0) 279 25.00' 67'27'44" 0 N 27.76 C46, 70.00' 72*19'48" 88.37' S35*50'45"W'.82.62' L23 0 95.00' 72*1948" 119.93' < U) C481 I ry ~4 49.51' 1 S14'36'44"W SEE SHEET 5 5 95.00'.1 rol 280 TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 TRACT R DRAINAGE AREA co (6 rn rn Lo 281 S89*40'51 "W ow -2 65.00' 282 _10 0) 0 o) 0 0 z 00*53) 0 101.02 65.00' SEE SHEET 6 283 9.0.3. TRACT Q RECREATION AREA 0 Ld 1 SHEET OF 8 125.01 TCHLINE 285 68.56p - SEE SHEET 8 287 S89*40'51 "W 125.00' 284 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 65.00' 65.00'65.00' 65.00' 65.00' 65.00' 40.36' S89*40'51 "W 463.49' 0 tisio.00' UTILITY 0 TRACT S N89*40'51'E Lri Lo EASEMENT SWINSrFAV ®R/VE` 04 LINE TABLE CURVE TABLE LINE 25.00' RADIUS DELTA ALu %r. CH. BEARING CHORD I 250.00' 15*22'12" 67.06' N81 *59'45"E 66.86' C39 S 22*32'16" 108.17' (o 107.48' o Lo 'o(q 74'37'48" 00 N36*59"45"E 30.31' C43 25.00' 112'32'16" 49.10' S56*35'1 7'p E 41.58' C44 25.00' 67'27'44" 1 X40 27.76 C46, 70.00' 72*19'48" 88.37' S35*50'45"W'.82.62' L23 0 95.00' 72*1948" 119.93' < 112.12' C481 I ry ~4 49.51' 1 S14'36'44"W 48.96'_ C49 1 95.00'.1 25*59'10" 255.00' 1 S42*32'12"W 42.72' S79*02'50"r 92.82' L42 S03*47'29"E p 0 S67*08'35"W 91.66 1 Z 0 0 0 0 z z 1 25,00' 25.00' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 65.00' 65.00'65.00' 65.00' 65.00' 65.00' 40.36' S89*40'51 "W 463.49' 0 tisio.00' UTILITY 0 TRACT S N89*40'51'E Lri Lo EASEMENT SWINSrFAV ®R/VE` 04 S89'40'51 "W N LINE TABLE CURVE TABLE LINE CURVE RADIUS DELTA LENGTH CH. BEARING CHORD C38 250.00' 15*22'12" 67.06' N81 *59'45"E 66.86' C39 275.00' 22*32'16" 108.17' N78*24'43"E 107.48' C42 25.00' 74'37'48" 32.56' N36*59"45"E 30.31' C43 25.00' 112'32'16" 49.10' S56*35'1 7'p E 41.58' C44 25.00' 67'27'44" 29.44' S33*24'43"W 27.76 C46, 70.00' 72*19'48" 88.37' S35*50'45"W'.82.62' L23 C47 95.00' 72*1948" 119.93' S35*50'45"W 112.12' C481 95.00' 1 29*51'46" 49.51' 1 S14'36'44"W 48.96'_ C49 1 95.00'.1 25*59'10" 43.09' 1 S42*32'12"W 42.72' S89'40'51 "W N 60 S89m*40'51 115.00 TCHLINE 298 115.00' 0 o) -00 SEE SHEET 6 Lo 0 c3 z (o Nol 306 N N E; - oa - Lo oa N. lit MENS QB ah, V3 LINE TABLE LINE BEARING LENGTH L10 S78'14'25"E 53.58' Lll N89*40'23"E 40.00' L12 N21'31'46"E 30.41' L13 N18*43'17"W 9.38' L14 N65*12'20"E 46.76' L15 N75*54'09"E 100.78' L16 N14'05'51 "W 10.00' L17 N20*00'3Q"W 75.06' L18 N32*56'02"W 36.87' L19 N52*35'50"E 66.95' L20 N51*09'11"W 86.93' L21 N50*50'52"W 39.76' L22 N14*55'55"E 20.06' L23 N55'20'41 "E 57.23' L24 S45*22'29"W 49.62' L25 N88*20'18"W 69.19' L26 N79*41'47"E 89.78' L27 N38*28'01 "E 45.06 L28 S56*1 4'1 7"E 23.48' L29 S79*02'50"r 92.82' L42 S03*47'29"E 52.90' L43 S67*08'35"W 91.66 60 S89m*40'51 115.00 TCHLINE 298 115.00' 0 o) -00 SEE SHEET 6 Lo 0 c3 z (o Nol 306 N N E; - oa - Lo oa N. lit MENS QB ah, V3 SHANNON SURVEYING, INC. 499 NORTH S.R, 434 - SUITE 2045 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 KENSINGTON RESERVE PHASE SII A REPEAT OF PART OF PALM HAMMOCK ALLOTMENT, PLAT BOOK t, PAGES 104 AND 105 LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA LEGEND ■ - CURVE TABLE LINE "SHANNON PRM 4671', CURVE RADIUS DELTA LENGTH CH. BEARING CHORD C45 45.00' 72019'48" 56.81' 535`50'45"W 53.11' C46 70.00' 72°19'48" 88.37' S35°50'45"W 82.62' C47 95.00' 72°1948" 119.93' S35°50'45"W 112.12' C48 95.00' 29°51'46" 49.51' S14°36'44"W 48.96' C49 95.00' 25'59'10" 43.09' S42',32'1 2"W 42.72' C50, 95.00' 16°28'51" 27.33' S63°46'13"W 27.23' C51 25.00' 30'24'06" 13.27' N56'48'36"E 13.11' C52 55.00' 264'18'01" 253.71' N06'14'27"W 81.5.5' C53 25.00' 126°13'43" 55.08' S62°4742"W 44.60' C54 55.00' 29°45'34" 28.57' S56°29'20"W 28.25' C55 55.00' 114°45'27" 110.16' N51'15'09"W 92.65' C56 55.00' 119`47'00" 114.98' N66'01'04"E 35.16' C57 25.00' 112°32'16" 49.10' 556`35'17"E 41.58' C58 25.00' 67'27'44" 129.44' I N33°24'43"E 27.76' C591 25.00' 107'40'12" 46.98' N54'09'15"W 40.37' LEGEND ■ - SET 4"X4" CM STAMPED LINE "SHANNON PRM 4671', _ LENGTH UNLESS OTHERWISE NOTED 0 - RECOVERED 4"X4" CM STAMPED L28 "SHANNON PRM 4671", 23.48' UNLESS OTHERWISE NOTED 0- SET PCP NAIL & DISC L30 STAMPED "SHANNON 4671" 67.81' UNLESS OTHERWISE NOTED. 0 - RECOVERED 5/e' IRON STAMPED ©SHANNON PRM 4671 , UNLESS 60.41' OTHERWISE NOTED A - DEGREE OF CURVATURE (& CHORD BEARING CCR - CERTIFIED CORNER RECORD CH. - CHORD CM - "CONCRETE MONUMENT FT. = FEET q - INDICATES CENTERLINE L - ARC LENGTH LB - LICENSED BUSINESS N69°06'28"E CERTIFICA11ON ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PCP -- PERMANENT CONTROL POINT PI - POINT OF INTERSECTION PT - POINT OF TANGENCY PB - PLAT BOOK PG - PAGE PGS - PAGES PRM - PERMANENT REFERENCE MONUMENT R - RADIUS RAD - RADIAL R W - RIGHT-OF-WAY .R. - STATE ROAD # - NUMBER SHEET 1: COVER KEY MAP SHEET 2: OVERALL SHEETS 3-8: DETAILS SHEET SHEET 5 SHEET 8 cL � SHEET 4F ---SHEET 3 9. n. --c= m TRACT Q RECREATION AREA 1 286 y 68.56. vi SHEET 8 OF 8 PLAT BOOK PAGE c GRAPHIC SCALE „ 9 L4t3 I 4 40 0 20 40 80 160 ; /r a 1 .6.83 15.46' ( IN FEET ) 1 inch = 40 ft. TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 m ' lo 536 95, 19-96' L37.78,5 � 16 293 rn 292 0 294 �. CV d N 04 to all to.291 Gg CS oN 15.22' u', C� 290 �a 289 .- 6p p0' 26, A� > 29$' u .- '' f fl, ---- A' L47 N 288 ,- 6fl p\ 96' do-_ _ .- G " 5 c� 287 N-' '= 6fl M�N� SONE pAo) % s 6fl ofl v�\�\�� EP G�iP DATE 242? 0 \ EASE C59 c6 L I 8 v S I / c4f N o 1 295 25.00' 25.00' 001 j� «r /IU 0)G�� / `o 301 I I 0 `3 • .- I a} I r9?1 r� � { / 302 1 I S89°4051 "W 233 234 235 236 237 w V) d CL `j 238 W -a Z 0 R mm 239 z U) 240 241 LINE TABLE LINE w _ LENGTH L27 _BEARING N38°28'01"E 1-45.06' L28 556'14'17"E 23.48' L29 579'02'50"E 92.82' L30 N38°38'46"E 67.81' L31 N51 °05'37"E 38.67' L32 N68°06'32"E 60.41' L33 N84'01'01"E 30.90' L34 S67'36'54"E 33.81' L35 S80'14'42"E 57.74' L36 N55°07'30"E 61.49' L37 N47'36'33"E 41.51' L38 N24°5837"E 53.74' L39 N69°06'28"E 22.29' L40 S87'05'56"E 73.33' L41 N89'40'51 "E 11.04' L46 N17'59'21 "W 19.00' L47 I 589'40'51 "W 18.72' 1 286 y 68.56. vi SHEET 8 OF 8 PLAT BOOK PAGE c GRAPHIC SCALE „ 9 L4t3 I 4 40 0 20 40 80 160 ; /r a 1 .6.83 15.46' ( IN FEET ) 1 inch = 40 ft. TRACT P CONSERVATION AREA KENSINGTON RESERVE PHASE 11 PB 84, PGS 1-4 m ' lo 536 95, 19-96' L37.78,5 � 16 293 rn 292 0 294 �. CV d N 04 to all to.291 Gg CS oN 15.22' u', C� 290 �a 289 .- 6p p0' 26, A� > 29$' u .- '' f fl, ---- A' L47 N 288 ,- 6fl p\ 96' do-_ _ .- G " 5 c� 287 N-' '= 6fl M�N� SONE pAo) % s 6fl ofl v�\�\�� EP G�iP DATE 242? 0 \ EASE C59 c6 L I 8 v S I / c4f N o 1 295 25.00' 25.00' 001 j� «r /IU 0)G�� / `o 301 I I 0 `3 • .- I a} I r9?1 r� � { / 302 1 I S89°4051 "W 233 234 235 236 237 w V) d CL `j 238 W -a Z 0 R mm 239 z U) 240 241 I { -115.00, 115.00' {{ I vi I Lo n I _ 0 I� (6 o0 SEE SHEET T cc '01 0 0 299 10 I 297 No 1 304 0 � ( � 25.00 25.00 0- cioco Li lal I 589°40'51 "W l o o { S89°40'51 "W ...� �, 0) { O I 115.00' 115.x0 0 { 41 w I SEE SHEET 6 10 m tt11 .- t I Ck I 305 N j PLnStijR 255.00' S89`40'51 "W I I z .r �w "' "` r I 115.00' 125.00'.. I I SEE SHEET 6 ATCHL/NE 00 p Ln0 0 d p z i 187 P I 1 145.66' w PC p j I 41 I 25.00' 25.00' � 1 I I S89 40 51 W 4 0 1 c' I 242 t" S89 4O 51 W 115.00 I �- �°� 296 08 (01 I Lo { 115.00' 1 �Q�tt W V 1 04 0 l o 0 1 0 0 `� 300 "` aC I S89°40'51 "W 243 145.66' a I I 1 303 (o 1 0 . I I I I S89°40'51 "W 589'40' S1 "W I I { -115.00, 115.00' {{ I vi I Lo n I _ 0 I� (6 o0 SEE SHEET T cc '01 0 0 299 10 I 297 No 1 304 0 � ( � 25.00 25.00 0- cioco Li lal I 589°40'51 "W l o o { S89°40'51 "W ...� �, 0) { O I 115.00' 115.x0 0 { 41 w I SEE SHEET 6 10 m tt11 .- t I Ck I 305 N j PLnStijR 255.00' S89`40'51 "W I I z .r �w "' "` r I 115.00' 125.00'.. I I SEE SHEET 6 ATCHL/NE 00 p Ln0 0 d p z i 187