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Home My WebLink AboutZ-6126-B Map 2F. C SITE COORDINATES CENTERLINE OF TOWER (NAD 83) LATITUDE: 34' 43' 05.93" NORTH LONGITUDE: 92' 19' 58.97" WEST ELEVATION: 261.73 FEET (GROUND) CONVERGENCE ANGLE _ -00' 11' 37,68" /1 1 / 1 1 1 1 11 + 1 11� Qj 2 11 1 1 G\j11 vd, 1 111 / SPRINT I EQUIP PAD PICKERING FIRM INCORPORATED UNDERGROUND UTILITIES DISCLAIMER NEXTEL SUB -LEASE LINE DIRECTION DISTANCE L14 563'40 44 W 14.64 L15 N26'1916 W 22.60 L16 N63'4044 E 14.64 L17 526'1916 E 22.60 POB PROPOSED NEXTEL SUB -LEASE AREA I GRAVEL DRIVE 11 1 1 J 1 1 1 Vol 5 POB EXIST. SPRINT 50' X 50' LEASE AREA POB EXIST. TPED 20' ACCESS EASEMENT 1 POC ALL 11 SOUTHWEST CORNER LOT 4 INTERCITY ADD. 1 I, 1 11 1 11 . 1 1 1 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. SYMBOL LEGEND ABBREVIATIONS 0 POWER POLE EP EDGE OF PAVEMENT 0 METAL TRAFFIC POLE ROW RIGHT OF WAY >� LIGHT POLE CE CENTERLINE EI ELECTRIC BOX RCP REINFORCED CONCRETE PIPE V_ ANCHOR GUY GONG CONCRETE 0 TELEPHONE PEDESTAL CMP CORRUGATED METAL PIPE QS SANITARY SEWER MANHOLE R SUBJECT PROPERTY LINE pd GAS VALVE 5 19'34"E 20.00 L13 S6 '4 '44"W1 TO TOP OF CURB PROJECT #; 17841 WATER VALVE DATE; SEPT. 6, 2000 WATER METER/WATER SHUTOFF BC BOTTOM OF CURB 5 FIRE HYDRANT FOR POINT OF BEGINNING Wd CURB INLET HCR HANDICAP RAMP ❑ DRAIN INLET d v HANDICAP PARKING/ACCESS *D STORM SEWER MANHOLE ® MONITOR WELL 0 FOUND IRON PIN/NAIL/SPIKE SET IRON PIN/NAIL/SPIKE 13 FOUND CONCRETE R.O.W. MONUMENT LINE LEGEND cEOE0E----0E-0E- OVERHEAD ELECTRIC LINES --"E UE- UE- E -CE- UNDERGROUND ELECTRIC LINES Lt UNDERGROUND GAS LINE vt UNDERGROUND WATER UNE s---SS-SS-SS-5S- UNDERGROUND SANITARY SEWER LINE 07-CT-oi-�T OVERHEAD TELEPHONE LINE -UT---------UT uT UT- UNDERGROUND TELEPHONE LINE D D - D DRAINAGE/STORM SEWER LINE xxxxx-x-x- FENCE 15.41 SUBJECT PROPERTY BOUNDARY - CENTERLINE NOTE: ALL SYMBOLS, ABBREVATIONS, OR LINESTYLES DO NOT NECESSARILY APPEAR ON DRAWING(S). USE ONLY AS APPLICABLE GRAPHIC SCALE EXISTING LINES ANNOTATED LINE DIRECTION DISTANCE Lt N26'19'16"W 5D.00 L2 N63'40'44"E 50.00 L3 S26'19'16"E 50.00 L4 S63'40'44"W 50.00 L9 N13'02'52"W 15.41 L10 N13'02'52"W 20,55 L11 N63'40'44"E 49.17 112 5 19'34"E 20.00 L13 S6 '4 '44"W1 53.89 F 30 015 30 60 0 ( IN FEET ) 1 inch = 30 ft. a FLOOD HAZARD STATEMENT EL THIS PCS SITE (THE SUBJECT SITE AS SHOWN) IS NOT LOCATED WITHIN THE LIMITS OF A DESIGNATED 100 YEAR FLOOD ZONE PER FEMA \ FIRM MAP q COMMUNITY PANEL NUMBER 050181 0011 E, LITTLE ROCK, PULASKI COUNTY, V)ARKANSAS. EFFECTIVE DATE NOVEMBER 3, 1993. In BENCHMARK Y TBM ELEVATION DATUM IS BASED UPON GPS SURVEY METHODS AND PROCEDURES. a SOUTHEAST CORNER OF CONCRETE EQUIPMENT PAD ELEVATION = 261.28 M.S.L. d (SEE PLAN FOR LOCATION) NOTES: 1. THIS IS AN EXISTING SPRINT PCS TOWER SITE. 2. ALL REFERENCES TO "LEASE" ON THIS SURVEY REFER TO AN EXISTING SPRINT PCS TOWER COMPOUND LEASE AREA. 3. ALL REFERENCES TO "EASEMENT" ON THIS SURVEY REFER TO AN EXISTING SPRINT PCS & CRICKET COMMUNICATIONS TOWER ACCESS EASEMENT. 4, BEARINGS AS SHOWN HEREON ARE DERIVED FROM SURVEY BY HOFFMAN-PRIEUR & ASSOC, INC,. 5. SURVEY REFERENCE FOR LEASEHOLD: HOFFMAN-PRIEUR & ASSOC., INC. (A.P.A.) DATED 6/26/00. 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 ACCURATE TITLE SEARCH MAY DISCLOSE, 60. eAVEL 1 COMPOUND � 260.1 qQs-� I°K y ° GONG,ICE �s EQUIP. PAD BRIDGE EXIST. OS MONOPOLE 2 �a \ ON CONC. \ 12' GATE BASE 260.77 +26 . 3 \ GRAVEL BM COMPOUND ExSv��OR. EL 261.28 GRP vvP+26 EXIST, SPRINT P p\N 50' X 50' 5 GN LEASE AREA + +260.5 i EXIST, / 20 FOOT + ACCESS ESM'T / / / n 0) COMPOUND DETAIL SCALE: 1" = 10' / 4 FAI y z �f ASHER AVE, LEGAL DESCRIPTION EXISTING SPRINT AND CRICKET 20' WID' ACCESS- EASEMENT D� NORTH rrn -0 \m VICINITY MAP 11 NTS PART OF LOT 4, BLOCK 8, INTERCITY ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 4, THENCE NORTH 13 DEGREES 02 MINUTES 52 SECONDS WEST 15.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 13 DEGREES 02 MINUTES 52 SECONDS WEST 20.55 FEET; THENCE NORTH 63 DEGREES 40 MINUTES 44 SECONDS EAST 49.17 FEET; THENCE SOUTH 26 DEGREES 19 MINUTES 16 SECONDS EAST 20.00 FEET; THENCE SOUTH 63 DEGREES 40 MINUTES 44 SECONDS WEST 53.89 FEET TO THE POINT OF BEGINNING. CONTAINING 1,031 SQUARE FEET OR 0.024 ACRES MORE OR LESS, LEGAL DESCRIPTION EXISTING SPRINT 50 FOOT BY 50 FOOT LEASE AREA PART OF LOT 3 AND PART OF LOT 4, BLOCK 8, INTERCITY ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOt.LOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 4, THENCE NORTH 13 DEGREES 02 MINUTES 52 SECONDS WEST - 15.41 FEET; THENCE NORTH 83 DEGREES 40 MINUTES 44 SECONDS EAST - 53.89 FEET TO A FOUND IRON PIN BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 26 DEGREES 19 MINUTES 16 SECONDS WEST - 50.00 FEET TO A FOUND IRON PIN; THENCE NORTH 63 DEGREES 40 MINUTES 44 SECONDS EAST - 50.00 FEET TO A FOUND IRON PIN; THENCE SOUTH 26 DEGREES 19 MINUTES 16 SECONDS EAST - 50.00 FEET TO A FOUND IRON PIN; THENCE SOUTH 63 DEGREES 40 MINUTES 44 SECONDS WEST •- 50.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2,500 SQUARE FEET OR .057 ACRES MORE OR LESS. LEGAL DESCRIPTION - PROPOSED NEXTEL SUB -LEASE AREA PART OF LOT 3 AND PART OF LOT 4, BLOCK 8, INTERCITY ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 4, THENCE NORTH 13 DEGREES 02 MINUTES 52 SECONDS WEST - 15.41 FEET; THENCE NORTH 63 DEGREES 40 MINUTES 44 SECONDS EAST - 103.89 FEET; THENCE NORTH 26 DEGREES 19 MINUTES 16 SECONDS WEST - 27.40 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 63 DEGREES 40 MINUTES 44 SECONDS WEST - 14.64 FEET; THENCE NORTH 26 DEGREES 19 MINUTES 16 SECONDS WEST - 22.60 FEET; THENCE NORTH 63 DEGREES 40 MINUTES 44 SECONDS EAST - 14.64 FEET; THENCE SOUTH 26 DEGREES 19 MINUTES 16 SECONDS EAST - 22.60 FEET TO THE POINT OF BEGINNING. CONTAINING 331 SQUARE FEET OR 0.008 ACRES MORE OR LESS. CERTIFIED TO: NEXTEL WIP LEASE CORP., DBA NEXTEL PARTNERS, INC. BEACH ABSTRACT & GUARANTY COMPANY; CHICAGO TITLE INSURANCE COMPANY I, WILLIAM H, WOODS, ARKANSAS REGISTERED LAND SURVEYOR NUMBER 1229, DECLARE THAT THE SURVEY SHOWN ON THIS PLAT WAS MADE BY ME OR UNDER MY SUPERVISION ON AUGUST 21, 2000 AND THAT THE RESULTS OF THE SURVEY ARE REPRESENTED ON THIS PLAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF. THIS DECLARATION IS FOR AND IS LIMITED TO THE SPECIFIC PARTIES THIS SURVEY WAS MADE FOR. OCT 2 3 2000 r^� r C REVISIONS: DESCRIPTION: S: \17841\4lsurv1.dwg LEASE SURVEY REMOVED LD 1 CRICKET L YOUT 10/20/00 EKW PROJECT #; 17841 DATE; SEPT. 6, 2000 FIELD BOOK: 1443 DRAWN BY: EKW CHECKED BY: WHW d v 5 bg 'i a 6i 0 a ! Y, Co Cn W < L Z� P- D Oo u z 0 Q Q _ Ln C)� %-' 0- � Ctf LdLLj Q > � _j LJ J U) � x J zCn z Ld z<0 Qm ULd U LLJ Lj J LLJ z (n LLJ {-Q Q (i (n �W- O Q i/_ J C Llj LLJ of� I- a_ X LLJ z SEAL'..........,......,,o °B 4' .sM 6�+. a.vu Wv.puy b� l ,A nt c e HY ........ , SHEET NUMBER: 1 of 1 DESCRIPTION: S: \17841\4lsurv1.dwg LEASE SURVEY