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HomeMy WebLinkAboutZ-8194-B Map 4LEGEND PROPERTY LINE P METER POLE QH(J OVERHEAD UTILITIES T❑ TELEPHONE PEDESTAL OHE OVERHEAD ELECTRIC SEWER MANHOLE - GAs - GAS cas - CAS LINE FIRE HYDRANT - W W WATER LINE .JZ SIGN/SIGN POST - SS SS S•NRARY SEWER LINE E- GUY ANCHOR TREE/HFAVY VEGETATION LINE ® CLEAN OUT t OR j SHOWN FOR DIRECTION ONLY C-Q, POWER POLE w/TRANSFORMER (LINE CONTINUES) -Cl- POWER POLE & CALCULATED POINT EOM END OF MARKINGS SET 1/2- REBAR r/CAP (UNLESS NOTED) MAT. MATERIAL Q FND 1/2" REBAR (UNLESS NOTED) CPS COTTON PICKER SPINDLE ® WATER METER C.I. CURB INLET WV M WATER VALVE (UNLESS NOTED) nts D.I. NOT TO SCALE DUCTILE IRON PLA PLASTIC E.M. ELECTRIC METER o ❑ GAS METER ONE CALL MARKING ® REF. UGE REFERENCE UNDERGROUND ELECTRIC #LP UG14T ON POLE (z) PER ZONING ONE OVERHEAD ELECTRIC TRAFFIC LK,YiT ® GAS METER typ IP TYPICAL INTERMEDIATE PRESSURE UQ DRAINAGE MANHOLE (VSUBDMSION LOT NUMBER WELDED POLE 0 DECIDUOUS TREE (AS NOTED) ELECTRIC BOX NI Symbols May Not Appear On Dmw inq. Use As Applicable. w N�SB/3¢O3 0 z \li Project Benchmark #2 Too of 1/2" Rebar O00E0 ��� DRAINAGE MH. W/CURB INLET Top Elev.=318.33' Inv. Elev.=311.43' _w • • y iF.� I MIA O� wI Y �i , E @ © to II (n W L N a ^ Ln-� C Ui 0) 10 rn m CM M I ri U m 0 a L_W < �P PQ- o�p 32AK ciFq�/< 00 Y LY SE/NW 1 .51 Acres �R� WD BOOK 2006, PAGE 009129 PARCEL NO. 43LOO80005600 SSMH Top Elev.=326.40' FilInv. Elev.=320.80' NE/SW 1.95 Acres WD BOOK 2006, PAGE 009127 PARCEL NO. 43LOO80005800 N 89e04'00" W i•7 ' - Lri N X 7' WOOD PRIVACY FENCE X RICK WALL � TRACT A SSMH 1*11,/<Y Top Elev.=336.78' IkO Inv. Elev.=321.18' 8.5'X 12.5' OOFO DILAPIDATED ROCK STRUCTURE POINT OF BEGINNING NORTHEAST CORNER NE 1/4, SW 1/4 SECTION 19 T-2-N, R-13-W rO REFERENCE MATERIAL: 1. FINAL PLAT OF SECLUDED HILLS ADDITION PH. 1 TO THE CITY OF LITTLE ROCK. 2. FINAL PLAT OF SHAKER HEIGHTS ADDITION PH. 1 TO THE CITY OF LITTLE ROCK. 3. FINAL PLAT OF LONGLEA X ADDITION PH. 2 TO THE CITY OF LITTLE ROCK. 4. FINAL PLAT OF HINSLOR SLOPE SUBDIVISION TO THE CITY OF LITTLE ROCK. SUBJECT PROPERTY DESCRIPTION: (PER SURVEY) A TRACT OF LAND BEING A PART OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 19, TOWNSHIP-2-NORTH, RANGE-13-W; THENCE SOUTH 88 DEGREES 22 MINUTES 52 SECONDS EAST, A DISTANCE OF 267.44 FEET TO A POINT; THENCE SOUTH 01 DEGREES 47 MINUTES 31 SECONDS WEST, A DISTANCE 329.06 FEET TO A POINT; THENCE NORTH 88 DEGREES 47 MINUTES 09 SECONDS WEST, A DISTANCE OF 265,69 FEET TO A POINT; THENCE NORTH 01 DEGREES 23 MINUTES 06 SECONDS EAST, A DISTANCE OF 122-28 FEET TO A POINT; THENCE NORTH 89 DEGREES 04 MINUTES 00 SECONDS WEST, A DISTANCE 420.47 FEET TO A POINT; THENCE N 01 DEGREES 41 MINUTES 50 SECONDS EAST, A DISTANCE OF 133.34 FEET TO A POINT ON THE EAST RIGHT OF WAY OF TAYLOR LOOP ROAD; THENCE ALONG SAID RIGHT OF WAY NORTH 44 DEGREES 29 MINUTES 34 SECONDS EAST, A DISTANCE OF 452.88 FEET TO A POINT; THENCE WITH A CURVE TO THE RIGHT WITH AN ARC LENGTH OF 74.05 FEET, WITH A RADIUS OF 542.58 FEET, WITH A CHORD BEARING OF NORTH 40 DEGREES 49 MINUTES EAST, AND A CHORD LENGTH OF 74.00 FEET TO A POINT; THENCE WITH A CURVE TO THE LEFT WITH AN ARC LENGTH OF 34.19 FEET, WITH A RADIUS OF 145.72 FEET, WITH A CHORD BEARING OF NORTH 43 DEGREES 43 MINUTES 03 SECONDS EAST, AND A CHORD LENGTH OF 34,11 FEET TO A POINT; THENCE NORTH 53 DEGREES 32 MINUTES 29 SECONDS EAST, A DISTANCE OF 56.66 FEET TO A POINT; THENCE LEAVING SAID RIGHT OF WAY OF TAYLOR LOOP ROAD; THENCE SOUTH 01 DEGREES 59 MINUTES 18 SECONDS WEST, A DISTANCE OF 369.15 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 5.483 ACRES MORE OR LESS. FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO315G, 05119C0312G DATED JULY 6. 2016 COMMUNITY LITTLE ROCK, CITY OF; NUMBER 050181 PANEL 0316 & 0312• SUFFIX Q INDICATES THAT THE PROPERTY SHOWN I CJ x po ON SURVEY LIES WITHIN: m ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE rw ';1 (n FLOODPLAIN. o v1 'FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. } 0 00 v)w � 0 y 0 z m Z �- w Lv n oTn p U) W N IDSECLUDED HILLS ADDITION ZI o PLAT BK C, PG 179 1�1 ~ Z O w� 0 W 42.15' ' 8" PVC SS SS SS ASS a8" OAK N 1°48'13" E 0.9' OF PROPERTY LINE O00 F0 Tin- �RFq SUBJECT PRO ERTY AREA 5.483 A res +/- I ❑ TRACT 238,850 Sq. Feet 1 VA ANT DAMAGED PIN. NOT ACCEPTED, N C4 N WOOD WAL X 1.0' WIDE „1 00 ,``A`A`As,ttLlL�l '', ,,,��� OF AUT''•.,,, HINSLOR SLOPE SUB. 27 ,�I,LSEh'Ly,,,'',, p� PLAT BK G, PG 801 .4 G ',,-STATE OF'�� ARKANSAS = y CERTIFICATION: NO. 14,02 -I _ I, PAXTON R. SINGLETON, PLS #1402, HEREBY CERTIFY THAT THIS PLAT CORRECTLY GLOBAL SURVEYING : REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. NO z° u) : CONSULTANTS, INC._ 0 _ NO INDEPENDENT SEARCH WAS MADE BY THE SURVEYOR REGARDING EASEMENTS, , RIGHTS OF WAY OR OTHER RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE SIGNATURE �W = C.i NO. 1457 Z - SEARCH MIGHT DISCLOSE. ONLY COPIES WITH SURVEYOR'S ORIGINAL SIGNATURE y '-, IN RED INK ARE VALID COPIES. ANY ALTERATIONS MADE TO THIS SURVEY WITHOUT j� 'A� �O WRITTEN AUTHORIZATION WILL IMMEDIATELY INVALIDATE THE SURVEY. THIS SURVEY AND ONAL LA�� ,.`11`` HEREONAOTION NLY.IS FOR THE USE AND BENEFIT OF THE SURVEYOR AND CLIENTS LISTED qs-sv NOT VALID IF SIGNATURE IS NOT IN ORIGINAL RED INK. State Surveyors Code: ❑3 500-02N-13W-0-19-420/310/240-60-1 402 HONEY BEAR / DRIVE NW SE 1" IRON ROD 2,02 Acres S 8' '91 " E 10 WD BOOK 20 6, PAGE 009128 OF CORNER PARCEL NO. 3LO200004200 WOODLAVM LA MS A. DI T ION O I00 N N IN W M <r 410 000F0 onII Z�l N 88'47'09" W I� 88-91' 7' WOOD PRIVAC 1s 000F0 gRFq Ln 65.69' X LONGLEA X I HASE 3 PLAT BK D, G 950 GENERAL NOTES: 1. THE PROJECT ELEVATIONS ARE BASED ON PAGIS MONUMENT 2090-0258. NAVD88. PROJECT BENCHMARK d1: ELEVATION = 315.34' - TOP OF 1/2" REBAR. PROJECT BENCHMARK i12: ELEVATION - 32&44' - TOP OF 1/2" REBAR. 2. NO ZONING INFORMATION WAS PROVIDED ON THIS SURVEY, SUBJECT PROPERTY IS CURRENTLY BEING REZONED. 3. WATER AND SEWER LINE INFORMATION SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY PAGIS NETWORK, LOCATION IS APPROXIMATE, 4. THE ABOVE AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE ABOVE AND UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR HAS LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE AND A THOROUGH SEARCH OF THE PREMISES. DEPTH AND HEIGHT OF LINES ARE UNKNOWN, UNLESS OTHERWISE STATED. 5. ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON. 6. NO SURVEYOR OR ANY OTHER PERSON OTHER THAN A LICENSED ARKANSAS ATTORNEY MAY PROVIDE LEGAL ADVICE CONCERNING THE STATUS OF TITLE TO THE PROPERTY DESCRIBED IN THIS SURVEY (THE "SUBJECT PROPERTY-). THE PURPOSE OF THIS SURVEY, AND THE COMMENTS RELATED TO THE SCHEDULE B-II EXCEPTIONS, IS ONLY TO SHOW THE LOCATION OF BOUNDARIES AND PHYSICAL OBJECTIONS IN RELATION THERETO. TO THE EXTENT THAT THE SURVEY INDICATES THAT A LEGAL INSTRUMENT "AFFECTS" THE SUBJECT PROPERTY, SUCH STATEMENT IS ONLY INTENDED TO INDICATE THAT PROPERTY BOUNDARIES INCLUDED IN SUCH INSTRUMENT INCLUDE SOME OR ALL OF THE SUBJECT PROPERTY. THE SURVEYOR DOES NOT PURPORT TO DESCRIBE HOW SUCH INSTRUMENT AFFECTS THE SUBJECT PROPERTY OR THE ENFORCEABILITY OR LEGAL CONSEQUENCES OF SUCH INSTRUMENT. 7. THIS PROPERTY IS WITHIN CITY OF LITRE ROCK, PULASKI COUNTY, ARKANSAS. B. THE NEAREST FIRE HYDRANT IS LOCATED AS SHOWN. 9. CONTOUR INTERVAL = 1 FOOT. 10. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE TAKEN FROM PULASKI COUNTY TAX CARDS AND DEEDS. 11. SURVEYOR MADE AN ATTEMPT TO HAVE UNDERGROUND UTILITIES LOCATED BY NOTIFYING THE ARKANSAS ONE -CALL SYSTEM, REQUESTED E TICKET PER (AR ONE CALL WEBSITE) ON DECEMBER 8, 2016 AT 9:00 A.M. GAVE DETAILS OF SITE BEING WOODED WITH NO PHYSICAL ADDRESS AND WHAT THE LOCATION IS BOUND BY. SURVEYOR WAS ABLE TO FIND SEWER UTILITIES MARKED IN FIELD. 12. THE SIZE AND TYPE OF THE GAS LINE SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY ANDREW TOWNSEND. CENTERPOINT ENERGY, PER EMAIL 12/08/2016. LOCATION OF GAS LINES ARE APPROXIMATE. 13. SURVEYOR NOTES THAT THE PROPERTY ABUTS THE RIGHT OF WAY OF TAYLOR LOOP ROAD, ACCESS TO THE RIGHT OF WAY MAY BE SUBJECT TO OTHER AGREEMENTS OR PROPER GOVERNMENTAL APPROVALS. 14. SURVEYOR DID NOT OBSERVE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. 15. OVERHEAD UTILITY LINE CROSSES SUBJECT PROPERTY OR IS WITHIN RIGHT OF WAY. HOWEVER, WITH PREVIOUS PROJECTS, SURVEYOR HAS BEEN ASKED TO PROVIDE A 30' (15'X15') UTILITY EASEMENT FOR OVERHEAD ELECTRIC LINES ON THOSE PREVIOUS PROJECTS. SURVEYOR WAS NOT PROVIDED AN EASEMENT. 16. ALL HORIZONTAL DISTANCES ARE GROUND MEASUREMENTS. z 0 0 0 n Qm w - O- 3" PVC CD = Cj BLACK BEAR DRIVE 00� m 50' R/W Ld Q Q = ci� a_ 13 ASPHALT ROCK CONCRETE DIRT BRICK LESS & EXCEPT HA TCH LEGEND Project Location VICINITY MAP -N.T.S. ❑1 (VACANT) PARCEL: 43L0080005800, 43L0080005600, 43LO200004200 (PHYSICAL ADDRESS) ON TAYLOR LOOP RD. OWNER: PIERCE JULIA M/REGGIE L LIV TR (MAILING ADDRESS) 4705 STOCKTON RD CONWAY, AR 72034 WARRANTY DEED BOOK 2006, PAGE 009127, 009128, 009129 Q (RESIDENCE) PARCEL: 43LOO82200100 OWNER: NW CONGREGATION OF JEHOVAH'S (PHYSICAL ADDRESS) 14800 HINSON RD. LITTLE ROCK, AR 72223 (MAILING ADDRESS) 2 LONGWOOD RD. LITTLE ROCK, AR 72223 TRACT A HINSLOR SLOPE SUB. PLAT BK G, PG 801 33] (RESIDENCE) PARCEL: 43LOO82200200 (PHYSICAL ADDRESS) HINSON RD. LITTLE ROCK, AR. 72223 OWNER: VOGEL SAM M/MARGOT S (MAILING ADDRESS) 14708 HONEY BEAR DR. LITTLE ROCK, AR 72223 ® (VACANT) PARCEL: 43LO100002100 OWNER: RECTOR- PHI LLIPS- MORSE INC. (PHYSICAL ADDRESS) 14701 CECIL DR. LITTLE ROCK, AR. 72223 (MAILING ADDRESS) P.O. BOX 7300 LITTLE ROCK, AR 72217 CURVE ARC LENGTH RADIUS IDELTA ANGLE CHORD BEARING CHORD LENGTH C1 74.05' 542.58' 7*49'12" IN 40"49'16" E 74.00' C2 34.19' 145.72' 13'26 33" IN 43"43 03' E 134.11 50' 0 50' 100' 150' GLOBAL SURVEYING CONSULTANTS, INC. 6511 HEILMAN COURT NORTH LITTLE ROCK, ARKANSAS 72118 501-455-4984 PREPARED FOR: FENNELL PURIFOY ARCHITECTS 100 MORGAN KEEGON DR. LITTLE ROCK, ARKANSAS 72202 Scale 1" - 5 0 ' BOUNDARY & TOPOGRAPHIC/IMPROVEMENT SURVEY: FOR THE USE AND BENEFIT OF: FENNELL P URIFO Y ARCHITECTS FIRST CHRISTIAN CHURCH 14802 TAYLOR LOOP ROAD, LITTLE ROCK, AR. 72202 SCALE: 1 " = 50' Surveyed By: J D Checked by: PRS JSA DRAWN BY: J. CLARK & C. GILBERT ATE: 12 27 16 REV. DATE: 1/10/171 PART OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 16-3126.00