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HomeMy WebLinkAboutCONSTRUCTION LANDSCAPE MISC Map 3TJ BEFORE YOU DIG ...... 1-800-482-8998 "ARKANSAS ONE CALL" GENERAL NOES 1. BEARINGS SHOWN ARE BASED ON THE ASSUMFjON THE WEST LINE OF LANDLORD'S PROPERTY BEING N 01'05'54" 1 2. ALL UNDERGROUND UTILITIES MAY NOT HAVE IEid SHOWN, ABOVE GROUND FEATURES HAVE BEEN LOCATED AND SHOWN.14DERGROUND UTILITY LINE WHICH HAVE BEEN FLAGGED BY THEIR RESPF',IVE OWNERS HAVE BEEN SHOWN. 3. SET #5 REBAR AT ALL CORNERS UNLESS NOTI OTHERWISE. 4. COORDINATES AND ELEVATIONS BASED ON PAC. MON. "1007". 5. ACCORDING TO FEDERAL EMERGENCY MANAGEMdf AGENCY FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #050181-ODO6; DATED NOVEMBER 3, 1993. THE PROPERTY DEPICTED ON THIS SURVEY IS LOC,FO IN ZONE X" AND NOT LOCATED WITHIN THE 100 YEAR FLOOD PLANE SERVICES LIT: 1. TELEPHONE...........................SOUTHWEFERN BELL TELEPHONE #1 SHACA FORD LITTLE WK, ARKANSAS 1-800-21-3850 2. ELECTRIC............................ENTERGY 900 S. i::SIANA LITTLE W r, ARKANSAS (501) '`.+ _ 39OO LANDLORD'S DESCRIPTION: LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. SITE DESCRIPTION: PART OF LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NW CORNER OF SAID LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID NORTH LINE, THENCE S 01'02'59" W 70.91 FEET TO THE POINT OF BEGINNING; THENCE S 29'24'07" E 6.00 FEET; THENCE S 60'35'53" W 16.00 FEET; THENCE N 29'24'07" W 6.00 FEET; THENCE N 60'35'53" E 16.00 FEET TO THE " POINT OF BEGINNING, CONTAINING 96 SQ. FT.. ALSO AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 8 FEET WIDE, LYING 4 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE NW CORNER OF SAID LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID NORTH LINE, THENCE S 01'02'59" W 70.91 FEET; THENCE S 60'35'53" W 8.00 FEET TO THE POINT OF BEGINNING; THENCE N 88'36'39" W 18.72 FEET; THENCE S 01'23'21" W 185.10 FEET TO THE CENTERLINE OF SHACKLEFORD DRIVE, AND THE POINT OF TERMINATION OF SAID EASEMENT. R-4 FNO #4 REBAR LOT CORNER HOOPER BOND ADDITION L4dntvre, u/I ,�/ P- _ N 88'57'01" E 501.77' (D) 125.05' -- - �j _ _ POWER UIE 507_62' M PP 382.77' PP PP o FL sw.Ll, I• 8' WOOD - � I � FENCE ---�- �E'111�7 PR, <o z FL DFC1 _ .. _ PR DISH O z'- =o O-A/ C- - - - ABC - A/C A/C ' y s CONC. .S o ❑ [I C 00 �� 15. i5 ,PAD yy5 y OISHA/CDISH DISH A/C DISH DECK {� DISH DISH DISH DISH a G N a .. S' S �UM � QC7�'# q DISH DISH v, w •. S/ C - DISH u:43 .. I Q WCINGULAR LQLIPM,.rv: P.O.B. _ S w.: • ! ! ; �% ///////// !� / / 5._ ,,.._ I I 11 1.33' LEASE AREA TO B _ 380. BOUNDARY / 10 E UI I Y Q P. i0 BOUNDARY 113.18' TOWER TO BOUNDARY w i i E i O ' , 378.8T LEASE AREA TO BOUNDARY I 118.07' EQUIP. TO BOUNDARY I % y PAVINGT LEXIST.ATTIC I I DSH ,S / Y 377.-A TOWER TO BOUNDARY 5 ? I EXISjI G I LDING ?vl. Ln a zNN I I I I o a Ry- ti- nASPHALT PAVING I aheo own -3 C l/� �/ o 8' INGRESS/EGRESS w m .S �iF 5 1 m1 ^. yj. �y .I S: h UTILITY EASEMENT I .- 3_ 1 0 ..SIDEWALK.. I I I I "9 LOT 2 HOOPER-BOND I. I I C 3 ADDITION f II I I ASPHALT ... 5 PAVING 4 III FND I I I 0 Y g5 REBAR � -- -- -- 0 I 5 504.79 W 79'(D) -- --- - _ --. _ SHACKLEFORD DRIVE_ I i ' O 31 . o0 of N N O � N V1 NUMBER DIRECTION DISTANCE L1 S 29'24'07" E 6.00' L2 S 60'35'53' W 16.00' L3 N 29'24'07" W 6.00' L4 N 60'35'53" E 16.00' L5 N 88'36'39" W 18.72' L6 S 01'23'21 _' W 185.10' J SE CORNER NE 1/4 ( SECTION 4, III T-f-N, R-13-W LN .00' 4" W /t VICINITY MAP (SA-2065) KKYK SITE / __ MESA DR o BROOKS LN w U O .. SHACKLEFORD DR o u rc � RONALD DR w z - z W MARKHAM ST THIS � o I o �' ¢ � `` 430 o a � z ❑ \J S a o w BIRCHWOOD � � w o 3 U o ary 0 M m 3 - - z pK rn OtR 630 E�NPYy`\PV - - SITE DIRECTIONS FROM THE INTERSECTION OF 1-630 AND SHACKLEFORD ROAD, TURN NORTH ON SHACKLEFORD ROAD AND TRAVEL THROUGH THE STOP LIGHT. SHACKLEFORD DRIVE 15 THE FIRST LEFT AFTER THE STOP LIGHT. SITE IS ON THE WEST SIDE OF THE EQUITY BROADCASTING BUILDING ON THE CORNER OF SHACKLEFORD ROAD AND SHACKLEFORD DRIVE. ri©N = 20' "� aouTH LEGEND L•\ - Computed point O -Found iron pin C -Set #5 Rb/Plas. Cap 0 -Set #5 Rb/A.lum. Cap (D)-Deeded (k)-Measured (P)-Platted SITE COORDINATES: KKYK SITE SA-2065 DATUM: NAD-83 CENTER OF EXISTING TOWER 34'45'20.05273" NORTH LATITUDE . 92'23'42.89286" WEST LONGITUDE 437.20' (GROUND) NGVD 1929 DATUM: NAD-83 NORTHWEST CORNER OF SITE 34'45'20.11599" NORTH LATITUDE . 92'23'43.04242" WEST LONGITUDE 436.40' NGVD 1929 DATUM: NAD-83 NORTHEAST CORNER OF SITE 34'45'20.19133" NORTH LATITUDE 92023'42.87379" WEST LONGITUDE. 436.54' NGVD 1929 DATUM: NAD-83 SOUTHEAST CORNER OF SITE 34'45'20.13914" NORTH LATITUDE 92'23'42.83955" WEST LONGITUDE 4 7.1 NGVD 1929 DATUM: NAD-83 SOUTHWEST CORNER OF SITE 34'45'20.06380" NORTH LATITUDE 92'23'43.00925" WEST LONGITUDE 437.22' NGVD 1929 I HEREBY CERTIFY TO CINGULAR WIRELESS, THAT THE LATITUDE, LONGITUDE, AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE FOLLOWING F.C.C. "1-A" TOLERANCES: HORIZONTAL- PLUS OR MINUS 15 FEET; VERTICAL- PLUS OR MINUS 3 FEET. NOTE: LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83). ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). ,,,,pU;Ouubu,ryp,rr GTSTI&N4"1 STATE OF ARKANSAS NO 12 GNA ,L„L .. ,A,'�j h SURVEY PLAT OF: KKYK SITE (SA--2065) HOPE ENGINEERS, Inc. 203 Lillian Street Benton, Arkansas 72015 OTNE (501) 315-0786 FAX (501) 315-0700 FOR USE AND BENEFIT OF: CINGULAR WIRELESS FACTUAL SURVEY KKYK SITE (SA-2065) #1 SHACKLEFORD DRIVE LITTLE ROCK, ARKANSAS DATE: MAR. 30, 2001 C.A.D.,13Y: J. WEST I REVISED:. SCALE: 1"=3o' DRAWING NUMBER: 01-156I SHEET 1 OF 1 I s