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07-16-01 Special (6)EXISTING SITE INFORMATION: 1. LATITUDE 25'43'50.51" NORTH LONGITUDE = 080'17'20.57" WEST NORTH AMERICAN DATUM OF 1983 (NAD 83 /WGS 84) MALALUCA 2. PROPOSED TOWER GROUND ELEVATION D�OFFF 5.7 (Fa�TDIA NATIONAL GEODETIC VERTICAL DA%MNY0�9200(NWVFi 29) LOCATION OF TELEPHONE 14" DIA N89.39'45 "E AND ELECTRICAL POWER 1 r r N 70 HIGH 939 �s-I r _ -..... -. v -. ...... ...... ... N. • 145.•4 r !� 1 5 µ .......... .......W ... .._. ..... .33 r' �r.�.. I r ...1 ::,.. h.. r r M o N _ ... 86 .. 43 2 w 1 --Z �. � f BAN'YQ 2 ... N ........" ........ - . .....�.,. _�... -... .. " ...... .... ...... ..-- ...... Q a _ ,_.. rr rr O 118.57' - .�.....,.�......::: =., j , ti Aj U-) r 1 -•• ,.,,•,� � 18"/9" DIA FUTURE ACCESS AND A 0 ID N I P N FOUND "IRO PIN AN D C POC LEASE, ACCESS AND UTILITY EASEMENTS IV T ul i C1 N .. _ � \ u DIA r 24 i �HAt` YN 60' HIGH 42" DI t .69 5 '•4 / I 60 H i� 7XI-//a! f4.66 TBM TOP OF 40d NAIL ` LEVATION - 14 09 E " Xh:56 y�. / °` ,. i',, `�' z N$6�4 32 W 50 HIGH UTILITY >h,3 h�MENT r' /U5c9 � " ,."< 06' :,. 16 N _ o ._ •� 86'43 32 i r' .. _ W 0 8 �. Ap " x 5.33 1 -� x 4:07 {t` rn o 104.40• I � •49 i� , _.... , f ; '1 `� ;�•.3 i / ` on tj MALALUCA 2) r:1.i3 15.9 „ �/ PICNIC AREA , ! _; ;1 . y -; 40 /27' D A �r x14.58 6 -R-1'0.00\ ` ' z a `�. .��� ! 80 HIGH I 1 '06' p +w 1 =10 $7�, ' l` �• `c7 ;�.'t`s.03 F ARKING AREA 64,8 o 0 / Tarl 6 0 't 1 z7 a\`u'- lu* '� MA 7ALUCA o i t �' 1 o W o. xr .a2 BA YON I P i; . 5 " "/10 "/36" ql,�'� ' \1i BANYONr r, �:: " .83 w 6G7" DIA36, F ,� f 79 50 HIGH • , ".,.. `',�; i' ''� �;''r':;` \ 54" HIS; ,1: 66 "�4 HIGH r �• ?1,, r -:�¢I. ,,.fi�� I NQWN (� } �08 :S4 14 ,A ' x 13. ` e 35.00 ..... �; ''50{ ` \ '+EXISTING R-RCQUE'TB�ALL,`._ a7 r 6.84' 0.72' w w� ° CQJ�RT "(4a'x4p�)_., �,� j� :.� ° 1 w.wgE ••1• -D, . �' h\ •14 .76 VOLLEYBALL COURT R O 6 BE"R�MOV X5 61 FUTURE Q o / ° 0( SAND ) a LEASE o q- f ✓ ,18 ` N AN ° ° p AREA o .rLn� �� / :7.._ �� `�. 14" IIA p fn _- ...x6' \ ` -50' HIGH I 1 t p \ ti�,82 i X 5.6 {t z S910*00'00 "W �� ' Bz k I : r o i 5.lp.Q' x 7.3� J E4' .. x. C 1 7iy B v 1 ` 2, U) i C 1 (D ! { f � 1n r , r 0 l N ; � � r s _ f �T LO C ~ 1W X 5:�54 O v y 4 o E a) ; I.��< 1 •30 r (D _C i _ r.. 49 ~ © 23 LL1 Ch t/ � 4 a; L/) -C c) 4 W .0 r _ r v Q Cl- X6.20Y a v X '"1-1-81 ..... %D If? ° o Z) 0.L CD 0 OD '. o_.... M w....... O� T) X GRAPHIC 7 2D D 10 20 40 ai O -0 U Q) `0 ° ( IN FEET ) 1, inch = 20 ft. v � •v X X X X -0 0- 0 Q) 0 -N -0 (li / p � Ul � O > a � o f ARLIAUB GERAGHTY&MILLER -C O A I- 1; 2849 Paces Ferry Road, Suite 400 Atlanta, Georgia 30339 / Tel: 770/431 --8666 Fax: 770/435 -2666 0 T '. 1 f i Nr. J (r- J � 1 ti� t ' t 1 � 1 I l X !� ,r % V, lrFOUND T IRbN, PIN AN NOCA� \ ±200' TO SW 44TH' MAP OF SPECIAL PURPOSE SURVEY YMCA MI 161 &T 4300 SW 58 AVENUE • MIAMI, FLORIDA 33155 AT &T WIRELESS SERVICES, INC. ARCADIS PROJECT NO. : GABTATWS.M 161 3405 FOREST HILL BLVD. WEST PALM BEACH, FLORIDA 33406 REPORT OF SPECIAL-PURPOSE SURVEY 1. NOT ABSTRACTED FOR EASEMENTS, RIGHT OF WAYS OR OWNERSHIPS. 2. UNLESS OTHERWISE NOTED HEREON, RECORD VALUES AND FIELD MEASURED VALUES ARE IN SUBSTANTIAL AGREEMENT. 3. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, 4. THE LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83), 5. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING IMPROVEMENTS FOR FUTURE DESIGN OF A TELECOMMUNICATION SITE. 6. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20 OF THE MAP SCALE. 7. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A "LEICA TCA1103" TOTAL STATION AND "TDS" DATA COLLECTION SYSTEM, LLEC Y SE 8. EL EVATIONS -ID OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED V AL VERTICAL ACCURACY OF 1 .0 9. HORIZONTAL FEAT LOCATION FEATURE LO ON IS TO THE CENTER OF THE SYMBOL AND MAY BE ENLARGED FOR CLARITY. 10. UNDERGROUND U UND FO 710N5 AND FOUNDATIONS OR UTILITIES HAVE NOT BEEN LOCATED, D. 11. THIS IS NOT A BOUNDARY SURVEY. 12. FIELD ELD SURV EY DATE E 3- -- 2 01, 13.7 09-4024-000-0620 (000, AX ID FO M R: LIO NU BE 01 Q 002, 003) 14. BEARINGS ARE BASED ON THE STATE PLANE. COORDINATE SYSTEM FLORIDA EAST ZONE 15974 ADJUSTMENT; WHERE THE CENTERLINE OF SW 58TH AVENUE BEARS SOUTH 00'00'48" WEST. 15. REFERENCE SURVEY PROVIDED BY CLIENT: "BOUNDARY SURVEY" E.R. BROWNELL & ASSOC,., INC. DATE 1- 17 -00. 4 Q N ¢w a °� N LO f ao O L° CO O Uj D' m GOLFERS HAVEN PLAT BOOK 45 PAGE 21 WESTER FIELD MANOR PLAT BOOK 27 PAGE 9 N 89'39' 46 "E 1326.43' S89'40' 21 "W 1326.57' FIRST ADDITION TO RIVIERA ESTATES PLAT BOOK 47 PAGE 50 SCALE 1 " - 150' PARENT TRACT PARENT TRACT DESCRIPTION: POINT OF COMMENCEMENT PER WARRANTY DEED BOOK 4384, PAGE 263 DADE COUNTY, FLORIDA (PROVIDED BY CLIENT) P.O.T. THE SOUTH I OF THE SOUTHWEST 1 OF THE NORTHEAST j OF THE NORTHEAST j OF SECTION 24, TOWNSHIP 54 SOUTH, RANGE 40 EAST, CONTAINING 5 ACRES MORE OR LESS, LYING AND BEING IN DADE COUNTY, FLORIDA, LESS THE EAST 25 FEET THEREOF CONVEYED TO DADE COUNTY, FLORIDA, FOR HIGHWAY PURPOSES. SUBJECT TO APPLICABLE ZONING ORDINANCES AND REGULATIONS. RIGHT -OF --WAY Q�GRIPTIQL OF AT &T LEASE PARCEL: IN ACCORDANCE WITH THE MINIMUM COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING SOUTH 89'3946" WEST, A DISTANCE OF 145.40 FEET TO A POINT; THENCE, BEARING SOUTH 00'20'14" EAST, A DISTANCE OF 65.59 FEET TO A POINT; THE POINT OF BEGINNING. O O THENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 35.00 FEET TO A POINT; THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 5.00 FEET TO A POINT; THENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 5.00 FEET TO A POINT; THENCE, BEARING SOUTH 89'59'39" WEST, A DISTANCE OF 40.00 FEET TO A POINT; THENCE, BEARING NORTH 00'00'00" EAST, A DISTANCE OF 40.00 FEET TO A POINT; THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 35.00 FEET TO A POINT; THE POINT OF BEGINNING. DRAIN THIS PARCEL CONTAINS 1,425 sq. ft. 0.03 acres, MORE OR LESS, DESCRIPTION OF AT &T ACCESS AND UTILITY EASEMENT: COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING SOUTH 00'00'48" WEST, A DISTANCE OF 37.33 FEET TO A POINT; THE POINT OF BEGINNING. PALM TREE THENCE, BEARING SOUTH 00'00'48" WEST, A DISTANCE OF 16.06 FEET TO A POINT; THENCE, BEARING NORTH 69'06'00" WEST, A DISTANCE OF 64.89 FEET TO A POINT; THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 104.4 FEET TO A POINT; THENCE, BEARING SOUTH 24'23'34" EAST, A DISTANCE OF 46.3 FEET TO A POINT; THENCE, BEARING NORTH 90'00'00" WEST, A DISTANCE OF 27.44 FEET TO A POINT; THENCE, BEARING NORTH 24'23'34" WEST, A DISTANCE OF 42.04 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY, AND HAVING A RADIUS OF 10 FEET, RADIUS BEARS AT SAID POINT SOUTH 65'36'26" WEST, THENCE A DISTANCE OF 10.87 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF -- 62'19'58" TO A POINT, RADIUS BEARS AT SAID POINT NORTH 03'16'28" EAST; THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 11.16 FEET TO A POINT; THENCE, BEARING NORTH 00'00'00° WEST, A DISTANCE OF 15.02 FEET TO A POINT; THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 22.43 FEET TO A POINT; THENCE, BEARING NORTH 03'16'28" EAST, A DISTANCE OF 6.85 FEET TO A POINT; THENCE, BEARING NORTH 89'39'46" EAST, A DISTANCE OF 12.02 FEET TO A POINT; THENCE, BEARING SOUTH 0316'28" WEST, A DISTANCE OF 7.61 FEET TO A POINT; THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 118.57 FEET TO A POINT; THENCE, BEARING SOUTH 69'06'00" EAST, A DISTANCE OF 61,49 FEET TO A POINT; THE POINT OF BEGINNING, THIS PARCEL CONTAINS 4,491 sq. I'L 0.10 acres, MORE OR LESS, Nv :.ri. �' t. ti �!\ � � � (•R 'r.� l � � S r �.: w r �� �'t ✓ '•1'� . s r� I I�r�r 1 ,,;.„, r•'---- �-�'"" • .,. �- W �.r�4 • . 1 r S.. t �,,. ! ':. �.. •fi�t 7�{••!!'-7� //.�� ..y-* I'la�� c X976 _ �l 1 .I Al .gar I ;al II fbf • � , i �t • :: I i � tt1 r,o ra. 1-- S . . � '�A�6 w �Ora �7 i Ili � rt �I G T, .1 Ii• r. i I 1� 1.1..1.., II I , I L. aT ,1 + s • t f1i•:� . h,l R AN �y -f 5 a "T � 4 1 r,,r {{ t �� T NO:: = 11%%,,�� d 5 'f= e r� ,2 . 959 f 81F T (17 2A01- htiarosaft} 200R`I,IauTttrG DT,, Ina antllor CompLsearh� r 1 Er - BECHTEL AT&T SITE M1161, YMCA LOCATION SKETCH SECTION 24, TOWNSHIP. 54 SOUTH, RANGE 40 EAST NOT TO SCALE CERTIFICATE I, DAVID P GRAVES, DO HEREBY STATE THAT THIS MAP OF SPECIAL PURPOSE SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND -THE ABOVE GROUND SURVEY IS ACCURATE O CD L7 LEGEND ------------ ---- DAVID P GRAVES PROFESSIONAL SURVEYOR AND MAPPER NUMBER #5392,. STATE OF FLORIDA. ARCADIS GERAGHTY & MILLER, INC. 3903 NORTHDALE BOULEVARD, SUITE 120 TAMPA, FL 33624 TEL: 813/961 -1921 FAX: 813/961-2599 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, DAVID P GRAVES PSM #5392 ARCADIS GERAGHTY & MILLER, INC. #LB7062 P.O.C. POINT OF COMMENCEMENT P.Q.B. AND CORRECT TO THE BEST OF MY P.O.T. POINT OF TERMINATION P.B. KNOWLEDGE AND BELIEF. I FURTHER STATE PG. PAGE THAT THIS MAP OF SURVEY WAS COMPLETED R/W RIGHT -OF --WAY r� IN ACCORDANCE WITH THE MINIMUM A � CO In TECHNICAL STANDARDS FOR SURVEYING AND MAPPING UNDER RULE 61G17 -6 F.A.C. ADDED TREE. INFORMATION O O �- (REVISED 6/99). O CD L7 LEGEND ------------ ---- DAVID P GRAVES PROFESSIONAL SURVEYOR AND MAPPER NUMBER #5392,. STATE OF FLORIDA. ARCADIS GERAGHTY & MILLER, INC. 3903 NORTHDALE BOULEVARD, SUITE 120 TAMPA, FL 33624 TEL: 813/961 -1921 FAX: 813/961-2599 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, DAVID P GRAVES PSM #5392 ARCADIS GERAGHTY & MILLER, INC. #LB7062 P.O.C. POINT OF COMMENCEMENT P.Q.B. POINT OF BEGINNING P.O.T. POINT OF TERMINATION P.B. PLAT BOOK PG. PAGE CENTERLINE R/W RIGHT -OF --WAY ELEV. ELEVATION A INCLUDED ANGLE OF CURVE VC 5 -17 -01 ADDED TREE. INFORMATION DPG L LENGTH OF CURVE A 4 -3 -01 ORIGINAL ISSUE DPG AL GM N0. DATE REVISIONS BY c DRAIN SCALE: AS SHOWN DESIGNED: DRAWN: DPG O CD L7 LEGEND ------------ ---- DAVID P GRAVES PROFESSIONAL SURVEYOR AND MAPPER NUMBER #5392,. STATE OF FLORIDA. ARCADIS GERAGHTY & MILLER, INC. 3903 NORTHDALE BOULEVARD, SUITE 120 TAMPA, FL 33624 TEL: 813/961 -1921 FAX: 813/961-2599 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, DAVID P GRAVES PSM #5392 ARCADIS GERAGHTY & MILLER, INC. #LB7062 P.O.C. POINT OF COMMENCEMENT P.Q.B. POINT OF BEGINNING P.O.T. POINT OF TERMINATION P.B. PLAT BOOK PG. PAGE CENTERLINE R/W RIGHT -OF --WAY ELEV. ELEVATION A INCLUDED ANGLE OF CURVE R RADIUS OF CURVE Q TELEPHONE RISER L LENGTH OF CURVE 1:81 SECTION CORNER X SECTION 1/4 CORNER AC AIR CONDITIONER C.O. CLEAN OUT D.E. DRAINAGE EASEMENT 0 DRAIN 0 SET 5/8" REBAR "ARCADIS LB 7062" 8.21 FOR LEASE CORNER EXISTING TREES, 6" OR LARGER yes PALM TREE POWER POLE i` OAK TREE PINE TREE <% SHRUB f•r. SHRUB FLOOD ZONE INFORMATION CDMMUNITY NO. PANEL NO. SUFFIX DATE OF FIRM I FIRM ZCXIE BASE FLOOD ELEVATION I LOWEST FLOOR ELEV. 12025 190 J 3/2/94 X N/A N/A ARCADIS GERAGHTY & MILLER Atlanta, Georgia MAP OF SPECIAL PURPOSE SURVEY JOB NO. PROJECT NUMBER DRAWING NUMBER REV 24445 4SF- -M1161 1301 'Ai FIRE. HYDRANT D4 WATER VALVE SER WATER SERVICE ® WATER METER IRR IRRIGATION VALVE CONCRETE POLE ❑E ELECTRIC METER -W- UNDERGROUND WATER LINE OH OVERHEAD WIRE LIGHT POLE W /LIGHT q)-) WOOD POWER POLE -® GUY WIRE ® ELECTRICAL MANHOLE EU CATCH BASIN ® SANITARY MANHOLE ® METAL ROOF COVER BSL BUILDING SETBACK LINE O.R.B, OFFICIAL RECORDS BOOK DIA. DIAMETER 8.21 X GROUND ELEVATION Q TRAVERSE POINT POWER POLE WATER METER FLOOD ZONE INFORMATION CDMMUNITY NO. PANEL NO. SUFFIX DATE OF FIRM I FIRM ZCXIE BASE FLOOD ELEVATION I LOWEST FLOOR ELEV. 12025 190 J 3/2/94 X N/A N/A ARCADIS GERAGHTY & MILLER Atlanta, Georgia MAP OF SPECIAL PURPOSE SURVEY JOB NO. PROJECT NUMBER DRAWING NUMBER REV 24445 4SF- -M1161 1301 'Ai