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HomeMy WebLinkAboutZ-6859 Map 20 GRID NORTH BEARINGS ARE RELATIVE TO ARKANSAS STATE PLANE GRID (NAD 83 SOUTH ZONE 0302) GRAPHIC SCALE L FJ]511 AN1G EMSn ANi PROPOSED , PARTNERS ANTENNA tl II ACL 291.10 ACL 289.72 ACL 268.12 ACL 250.00 FIND. CONIC. MONUMEN--rVN �- P.O.C. LITTLE ROCK \ N/E COR. S/E 1/4 COMPOUND LEASE O \ N/E 1/4 SECTION 21 EN59NC SUB -LEASE ANMNNA---- \ TOWNSHIP 2 -NORTH & ACCESS EASEMENT \ RANGE 14 -WEST Tia PULASKI COUNTY, ARKANSAS PROJLOCATIONECT 49ro = \ \ \ ACL ,.11 P n": �Ov AO s ZIf Q 1 NORTH LL, ( IN FEET ) �`\ \ \ I- ! z t I A 1 inch = 10 it. U W 21 22VICINITY MAP 00/\ \\ NTS LINE DATA TABLE \ \ NUMBER DIRECTION DISTANCE L1 _S46'13'30°W 10.00 L2 N43'46'30"W 20.00' L3 N4613'30"E 10.00 L4 S43'46'30"E 20.00' O f� CD CN P \ , ^ CENTERLINE G \ O u / TONEB (CRAWL) EL) EL 101168 GO 0 \\I.P.LEGAL DESCRIPTION EXISTING ALLTEL COMPOUND LEASE AREA COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST \\G J\ \ QUARTER OF SECTION 21 TOWNSHIP 2 - NORTH, RANGE - 14 WEST, PULASKI COUNTY, ARKANSAS; THENCE SOUTH 01 DEGREES 13 MINUTES 30 SECONDS WEST ALONG THE EAST LINE _ OF SECTION 21 A DISTANCE OF 526.37 FEET TO A POINT; THENCE (LEAVING SAID SECTION LINE) �� \ \ \ I NORTH 88 DEGREE 46 ITHE`FO30 SECO COURSES: 60.00 FEET TO THE POINT OF BEGINNING: 1 ` Al �� SOUTH 46 DEGREES 13 MINUTES 30 SECONDS WEST - 75.00 FEET; THENCE NORTH 43 DEGREES 46 �O P��� ` / MINUTES 30 SECONDS WEST - 75.00 FEET; THENCE NORTH 46 DEGREES 13 MINUTES 30 SECONDS \N �10 �? �` C� \� Gj Q \ p EAST - 75.00 FEET; THENCE SOUTH 43 DEGREES 46 MINUTES 30 SECONDS EAST - 75.00 FEET TO THE POINT OF BEGINNING. OG I CONTAINING 5,625 SQUARE FEET OR 0.129 ACRES, MORE OR LESS. LEGAL DESCRIPTION PROPOSED NEXTEL PARTNERS INC, SUB -LEASE AREA o�0. f• S � \ COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST v Ln 2 ' i QUARTER OF SECTION 21 TOWNSHIP 2 - NORTH, RANGE 14 - WEST, PULASKI COUNTY, (Jol\ ARKANSAS; THENCE SOUTH 0'. DEGREES 13 MINUTES 30 SECONDS WEST ALONG THE EAST LINE 010000 �� F Cfl I OF SECTION 21 A DISTANCE OF 526.37 FEET TO A POINT; THENCE (LEAVING SAID SECTION LINE) �jAt/ \ NORTH 88 DEGREES 46 MINUTES 30 SECONDS WEST 60.00 FEET TO THE EASTERNMOST CORNER OF \� �6� 1% THE EXISTING ALLTEL LEASE AREA: 5 , \ THENCE SOUTH 46 DEGREES 13 MINUTES 30 SECONDS WEST ALONG THE SOUTHEAST LINE OF 0, 0 ��i� \ SAID ALLTEL LEASE LINE - 65.00 FEET TO THE °DINT OF BEGINNING; THENCE CONTINUING SOUTH 46 DEGREES 13 MINUT_S 30 SECONDS WE5T - 10.00 FEET TO THE SOUTHWEST CORNER OF \\ \ \ �� �\ �� \ \ SAID ALLTEL LEASE; THENCE NORTH 43 DEGREES 46 MINUTES 30 SECONDS WEST - 20.00 FEET TO P rP� \ \ ` ��` HE NORTHWEST CORNER OF THE NEXTEL SUB-LEa� ;- THENCE NORTH 46 DEGREES 13 MINUTES 30 SECONDS EAST - 10.00 F=ET TO THE NORTHEAST CORNER OF THE NEXTEL SUB -LEASE; THENCE SOUTH 43 DEGREES 46 MINUTES 30 SECONDS EAST - 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 200 SQUARE FEET, MORE OR LESS. GE 1\\; �QDIpM,E� ,' \\ \ y4�''��� \ \I \ LEGAL DESCRIPTION PROPOSED NEXTEL PARTNERS, INC ACCESS EASEMENT AREA q �CR\ , \\ \ 1t, SNE\ 1 \ \ os� 0 / �� s, � � \ � � \ COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QCT\ QUARTER OF SECTION 21 TOWNSHIP 2 - NORTH, RANGE 14 - WEST, PULASKI COUNTY, ARKANSAS; „ \ 90" \ \ OFSECTION 21AANCE THENCE ODISTOF 526.37 FEETTO A POINT; THENCE SOUTH DE13 GREES TH(LEAVING SAIDSECTION INUTES 30 SECONDS O NG HLINE , _ _ _N 88046 30 W _ _ NORTH 88 DEGREES 46 MINUT_S 30 SECONDS WEST 60.00 FEET TO THE POINT OF BEGINNING: E '\ 11 j \ ' \ s 60.00 \ \ \ THENCE CONTINUE ALONG THE FOLLOWING COURSES: BPID 1 O 19 / li3. I \ _ THENCE NORTH 43 DEGREES 46 MINUTES 30 SECONDS WEST ALONG THE NORTHEAST LINE OF I1 I 1I \ y ?\aCD _ \ I THE ALLTEL LEASE - 20.68 FEET; THENCE NORTH 60 DEGREES 55 MINUTES 25 SECONDS EAST CID- P ' s'ap, 54.71 FEET TO THE PHYSICAL CENTERLINE OF TWO TOWER ROAD; THENCE SOUTH 39 DEGREES 11 \� \ �/ MINUTES 59 SECONDS EAST A'_ONG SAID CENTERLINE - 20.32 FEET; THENCE SOUTH 60 DEGREES II I\ v CIOI ��O O \Q® \ �OC� `\ % 55 MINUTES 25 SECONDS WEST - 53.03 FEET TO THE POINT OF BEGINNING. 1 I / . \ CONTAINING 1,077 SQUARE FEET OR 0.02 ACRES, MORE OR LESS, SUBJECT TO ANY RIGHT -OF - 0 ' O O I II COMPOUND LEASE \ I O� \ WAY FOR TWO TOWER ROAD. �Oa N CA O O ��O�o�o & ACCESS EASEMENT \ ;PD ��F \ CERTIFIED TO: - \ �G� \ \ NEXTEL WIP LEASE CORP., DBA NEXTEL PARTNERS, INC. �sO�6 J II ' P OQ Q \ \\ ��\ ���T \ BEACH ABSTRACT &GUARANTY COMPANY, CHICAGO TITLE INSURANCE COMPANY GP \ C3 I, WILLIAM H. WOODS, ARKANISAS REGISTERED LAND SURVEYOR NUMBER 1229, DECLARE \ THAT THE SURVEY SHOWN ON THIS PLAT WAS MADE BY ME OR UNDER MY SUPERVISION ON APRIL 25, 2000 AND THAT THE RESULTS OF THE SURVEY ARE REPRESENTED ON THIS I l ` LAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF. THIS DECLARATION \\ I I QG'� SITE COORDINATES I �\ IS R AND IS LIMITED TO TE SPECIFIC PARTIES THIS SURVEY WAS MADE FOR. \ '4jCENTERLINE OF TOWER (NAD 83) \ \ \ \ „ \ \ SYMBOL LEGEND ABBREVIATIONS LATITUDE: 34' 47 55.27 NORTH �, 0 POWER POLE EP EDGE OF PAVEMENT LON ITUDE: 92` 29 53.27 WEST \\� 0 METAL TRAFFIC POLE ROW RIGHT OF WAY \ \ �' ELE ELATION: 1048.00 FEET (GROUND) I \ \\ 0 LIGHT POLE q CENTERLINE ` \ ELECTRIC BOX RCP REINFORCED CONCRETE PIPE \ CONVERGENCE ANGLE = 00' 16' 43.68 " [EI ANCHOR GUY CO CONCRETE NC NP CORRUGATED METAL PIPE ` TELEPHONE PEDESTAL � OS SANITARY SEWER MANHOLE TC TOP JOFTCURBPERTY LINE W GAS VALVE WATER VALVE WATER METER/WATER SHUTOFF BC BOTTOM OF CURB FIRE HYDRANT POB POINT OF BEGINNING ifi CURB INLET HCR HANDICAP RAMP os• I FLOOD HAZARD STATEMENT ❑ DRAIN INLET C .2 \`'0. THIS PCS SITE THE SUBJECT SITE AS SHOWN IS NOT LOCATED WITHIN \\/ G�" Y \F NOTES: ( ) HANDICAP PARKING/ACCESS THE LIMITS OF A DESIGNATED 100 YEAR FLOOD ZONE PER FEMA \FIRM MAP © STORM SEWER MANHOLE (. COMMUNITY PANEL NUMBER 050179 0245 D, PULASKI COUNTY, ARKANSAS ® MONITOR WELL 1. THIS IS AN EXISTING ALLTEL SELF SUPPORTING TOWER. EFFECTIVE DATE JULY 16, 1996. 0 FOUND IRON PIN/NAIL/SPIKE r p 2. ALL REFERENCES TO "SU -LEASE" ON THIS SURVEY REFER TO AN PROPOSED NEXTEL PARTNERS, INC. • SET IRON PINNCR NAIL/SPIKE F�Q• TOWER COMPOUND SUB -LEASE AREA. BENCHMARK FOUND CONCRETE R.O.W. MONUMENT PICKERING FIRM INCORPORATED UNDERGROUND UTILITIES DISCLAIMER INFORMATION REGARDING THE REPUTED PRESENCE, SIZE, CHARACTER AND LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES RELATED TO UNDERGROUND UTILITIES IS SHOWN HEREON, THERE IS NO CERTAINTY OF THE ACCURACY OF THIS INFORMATION AND IT SHALL BE CONSIDERED IN THAT LIGHT BY THOSE USING THIS DRAWING. THE LOCATION AND ARRANGEMENT OF UNDERGROUND UTILITIES AND STRUCTURES RELATED TO UNDERGROUND UTILITIES SHOWN HEREON MAY BE INACCURATE AND UTILITIES AND STRUCTURES RELATED TO UNDERGROUND UTILITIES NOT SHOWN MAY BE ENCOUNTERED, THE OWNER, HIS EMPLOYEES, HIS CONSULTANTS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND THAT THE SURVEYOR IS NOT RESPONSIBLE FOR THE CORRECTNESS OF SUFFICIENCY OF THIS INFORMATION REGARDING THE UNDERGROUND UTILITIES AND STRUCTURES RELATED TO UNDERGROUND UTILITIES SHOWN HEREON. 3. PICKERING FIRM, INC. WAS FURNISHED BY THE CLIENT A COPY OF THE EXISTING TOWER LEASE DESCRIPTION WITHOUT ANY RECORDING INFORMATION. 4. BEARINGS AS SHOWN HE EON ARE DERIVED FROM GPS OBSERVATIONS AND ARE RELATIVE TO THE ARKANSAS STATE PLANE COORDINATE SYSTEM GRID AZIMUTH (NAD 83) 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NGVD 29 DATUM, THE ELEVATION BENCHMARK WAS TRANSFERRED FROM A REMOTE BENCHMARK USING GPS SURVEYING METHODS. VERTICAL DATUM ACURRACY IS BELIEVED TO BE 'WITHIN +- ONE FOOT TO TRUE MSL, BUT IT IS NOT CERTIFIED AS SUCH. 6. NO SEARCH OF PUBLIC RECORDS REFLECTING EASEMENTS, RIGHT OF WAY, AND OR OWNERSHIP WER FURNISHED SURVEYOR EXCEPT AS SHOWN. 7, ENCROACHMENTS ABOVE GROUND ARE AS SHOWN. 8. THERE WAS NO FIELD LOH,ATION ATTEMPTED TO DETERMINE THE EXTENT OF SUB -SURFACE STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN. TBM ELEVATION DATUM IS BASED UPON GPS SURVEY METHODS AND PROCEDURES. S/E COR. CONCRETE SLAB ELEVATION = 1047.97 GROUND (M.S.L.) TITLE RESEARCH DISCLAIMER ALL EASEMENTS AND RIGHTS OF WAY OF WHICH THE SURVEYOR HAS KNOWLEDGE HAVE BEEN SHOWN HEREON. AS OF THE DATE OF THIS SURVEY, THE SURVEYOR HAS NOT BEEN PROVIDED WITH A CURRENT TITLE COMMITMENT. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS AN ACCURgTE TITLE SEARCH MAY DISCLOSE. CE CE OE ------OE CE- OVERHEAD ELECTRIC LINES ;E ­UE UE- E UE- UNDERGROUND ELECTRIC LINES G ccc- UNDERGROUND GAS LINE W w W w UNDERGROUND WATER LINE SS -SS -SSSS SS- UNDERGROUND SANITARY SEWER LINE OT ---,T T 0T- OVERHEAD TELEPHONE LINE uT- uT T T- UNDERGROUND TELEPHONE LINE - D D- D DRAINAGE/STORM SEWER LINE x-x-xXXx-x- FENCE. SUBJECT PROPERTY BOUNDARY CENTERLINE NOTE: ALL SYMBOLS, ABBREVATIONS, OR LINESTYLES DO NOT NECESSARILY APPEAR ON DRAWING(S). USE ONLY AS APPLICABLE 4•� TA REVISIONS: \ PROJECT #: 17572 DATE: MAY 3, 2000 FIELD BOOK: 1321 DRAWN BY: ADP CHECKED BY: WHW lz RN E 8 r O$ v amo o ©1oLa7l o Q z (n Q O U-)CNz U � Z - -jO C/ JO�� za_<U W W z rn _ i- U) f- UO�I W WQo-I 0!� UW J :�E W Q -Z X z Of W W W Qd z (I) z WmJ\I Q ~:�D-N W Of Cf) Da -W I J O z U) �WZW L� zLi �oQ 1 Q a_ Q << W n U W JO IJ _j W SE.NI_: •^sae*^°...«....G ..tir Sa [ P m AF, a\meq^^m vim•^'+ 4<" �t^sTY^ea t -.. ' �L..LA� SHEET NUMBER: 1 OF 1 SIARVE Y DESCRIPTION: S: \1 7572/572SURV1 SURVEY/TOPOGRAPHIC SURVEY Ap A r. r AL...= �-...�.>. i