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HomeMy WebLinkAboutS-1352-C Map 1n I W 39th S 87"08'05" E Accepted as the Northwest Comer SE1/4 SE1/4 Section 14, T-1-N, R-13-W 420.40' S 01-41'37" 20.00 John Barrow Addition Plat Book 1, Page 5' T ar Lot 12 a y Block 17 o Lot 1 p Block 17 q (UNPLATTED) Residence Parcel 44L-133.00-007.01 W Property of: (mailing address) The Islamic Center for Human Excellence, Inc a n P.O. Box 1607 : F LITTLE ROCK, AR 72204 (DOC. #97-058727) ZONED MF-12 O �UNPLAT ED) Industrial Parcel 44L-133.00-008.00 ! Property of: (mailing address) N < OXFORD PROPERTIES, LLC - 7900ASHERAVE. m LITTLE ROCK, AR 72204 (DOC. #9814185) W ' ZONED 1-2 10 3 � I o w Z o. Qet �O . OE Ft� � IN - 138603.33I E = 1203197.29 P.O.B. N = 139779.96 E = 1203232.48 Lot 1: 6.113 Acres +/- 266,269 Square Feet +b Vacant Parcel 44L-133.00-007.00 Property of: (mailing address) CAROLYN ANN HOUGLAND REVOCABLE TRUST C/O CAROLYN ANN HOUGLAND-TRUSTEE 2440 PINNACLE RIDGE RD. CONWAY, AR 72034 (INSTRUMENT #2007070698) ZONED MF-12 Flowline of Creek Lot 3: 1.558 Acres +/- 67,852 Square Feet +/- w- Top Bank of Zoned MF-12 417 Zoned C-3 Flowline Top Bank of C Block 16 Lot 11 Lot 12 Vacant Parcel 44L-133.00-007.00 Property of: (mailing address) CAROLYN ANN HOUGLAND REVOCABLE TRUST C/O CAROLYN ANN HOUGLAND-TRUSTEE 2440 PINNACLE RIDGE RD. CONWAY, AR 72034 (INSTRUMENT #2007070698) ZONED C-3 n 04 m Lot 2 /-Lot 1 IW 40th St. - 40' Right of Way Asphalt W/Curb & Gutter - (Width 26') S 87'08'05" E 0 0 O 1/2" Pipe 016.00 015.00 017.00 vv. 415E Street Ih O Asphalt I ) I J U) Whitfield St. - 36' Right of Way (Deed Bk. 404, Pg. 453) Asphalt (Width 11 ) I021.00 Lot 1 Douglass Addition Plat Bk. 10, Pg. 96 Lot 2 Douglass Addition Plat Bk. 10, Pg. 96 Lot 3 Douglass Addition Plat Bk. 10, Pg, 96 -Whitfield St. - 43' Right of Way (Deed Bk. 404, Pg. 453) (Plat Bk. 10, Page 96) Lot 5 Douglass Addition Plat Bk. 10, Pg. 96 'a 0 p^ G Q\an5 P13o ' P��O N 0 et 'o yo, k 0 `o ° R\�ht Glee l el 5 ® rn� CG010 e5.6I tr 9 Vacant 4 \ 5 AaLr 1 Parcel 44L-133.00-007.00 Ra9� IGJLLe( Property of: (mailing address) �'/ �' Yj1�*01 Pf CAROLYN ANN HOUGLAND REVOCABLE TRUST ,j��(� �� 1 ate Ok G\)` C/O CAROLYN ANN HOUGLAND 3 ¢ "\ r �/ g g $9�L t �N I Pi 2440 PINNACLE RIDGE RD. 9gk '/ 01 O 6 CONWAY, AR 72034 pp o°ti�,�/'� rno,.&'1 e psP SO (INSTRUMENT #2007070698) in y VOn Q\o<`5/ ZONED C-3 5`Nde�.s� y��', rI_ f �o�K .gyp c0�0. et Pt\ of 4a 15' Steely -ss ss SeLbo% 25 150 / / A- GO pc 6 / 'a #69y5 �o 7 / Q\a"5 Y e< R 9rL Ok m\tea\ 1j251 Lot 2: 2.525 Acres +/- 110,004 Square Feet +1- G(`mSa\ `�2S OWNER: SURVEYOR: CAROLYN ANN HOUGLAND, TRUSTEE GLOBAL SURVEYING CONSULTANTS, INC. CAROLYN ANN HOUGLAND REVOCABLE TRUST 217 WEST 2ND STREET, SUITE 200 2440 PINNACLE RIDGE RD. LITTLE ROCK, ARKANSAS 72201 CONWAY, AR 72034 501-455-4984 and ACceptea as: Northeast Corner SE1/4 SE1/4 Section 14, T-1-N, R-13-W w_V F= a. Z�w owN w�N �i� Z �Qo z 6� o: V630 m o_? 80 0 60 Scale 1 " = 60' rHOUGLAND ADDITION DESCRIPTION: A TRACT OF LAND BEING LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING CONCRETE NAIL MARKING THE NORTHWEST CORNER OF SAID SOUTHEAST 1/4 SOUTHEAST 1/4; RUN THENCE SOUTH 87 DEGREES 08 MINUTES 05 SECONDS EAST, ALONG THE NORTH UNE THEREOF, 420.40 FEET; THENCE SOUTH 01 DEGREES 41 MINUTES 37 SECONDS WEST, LEAVING SAID NORTH LINE, 20.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF WEST 40TH STREET BEING THE POINT OF BEGINNING; THENCE SOUTH 87 DEGREES 08 MINUTES 25 SECONDS EAST, ALONG SAID RIGHT OF WAY LINE, 422.28 FEET TO A POINT; THENCE SOUTH 02 DEGREES 06 MINUTES 37 SECONDS WEST, 929.63 FEET TO A FOUND ARKANSAS HIGHWAY TRANSPORTATION DEPARTMENT MONUMENT ON THE NORTHERLY RIGHT OF WAY LANE OF ARKANSAS STATE HIGHWAY 5; THENCE ALONG SAID RIGHT OF WAY LINE THE FOLLOWING COURSES: SOUTH 52 DEGREES 31 MINUTES 39 SECONDS WEST, 54.32 FEET; SOUTH 60 DEGREES 53 MINUTES 55 SECONDS WEST, 130.10 FEET; SOUTH 63 DEGREES 54 MINUTES 18 SECONDS WEST, 70.00 FEET TO A SET 1/2' REBAR WITH CAP; SOUTH 63 DEGREES 54 MINUTES 18 SECONDS WEST, 3.24 FEET TO A SET 1/2" REBAR WITH CAP; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 5,981.28 FEET AN ARC LENGTH OF 222.87 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 63 DEGREES 54 MINUTES 18 SECONDS WEST, 222.87 FEET TO A SET 1/2- REBAR WITH CAP; THENCE NORTH 01 DEGREE 43 MINUTES 58 SECONDS EAST, LEAVING SAID RIGHT OF WAY LINE, 536.57 FEET TO A FOUND 1 INCH PIPE; THENCE NORTH 01 DEGREE 41 MINUTES 47 SECONDS EAST, 640.59 FEET BACK TO THE POINT OF BEGINNING SAID TRACT CONTAINING 444,125 SQUARE FEET OR 10.196 ACRES MORE OR LESS, ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. JOB NO. 10-1001.01 LEGEND RISER - PROPERTY LINE - CENTERLINE CENTERLINE ® SEWER MANHOLE FIRE HYDRANT . TREE LINE _rL S"/SIGN POST SS ss - SANITARY SEWER LINE � GUY ANCHOR co, POWER POLE w/TRANSFORMER WPER CITY OF LITTLE ROCK ZONING -<Di- POWER POLE } OR ) SHOWN FOR DIRECTION ONLY (LINE CONTINUES) ) POWER POLE w/UGHT SET 1/2" REBARw/CAP 0 FND AHTD MONUMENT - ALUM. CAP (UNLESS NOTED) CPS CrON PACKER SPINDLE CALC. POINT TO BE SET BY DEVELOPER nts IRON NOT TO SCAE ❑a GAS METER D.I. DUCTILE IRON E.M. ELECTRIC METER AHTD/ahtd ARKANSAS HIGHWAY TRANSPORTATION DEPT. PP. POWER POLE UGE UNDERGROUND ELECTRIC GAP GALVANIZED PIPE OHE OVERHEAD ELECTRIC IP INTERMEDIATE PRESSURE TYR TYPICAL PtA PLASTIC Al Swnbols MOY Not Ap on Dram. Use As AppllfANa. ZONING: SUBJECT PROPERTY IS CURRENTLY ZONED "C-3" & MF-12 SETBACKS ARE: C 3. FRONT - 25 FEET SIDE - 0 FEET REAR - 25 FEET MF-12: EXTERIOR YARDS - ALL EXTERIOR YARDS OR YARDS WHICH ABUT DEDICATED PUBLIC STREETS SHALL HAVE A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET INTERIOR YARD - ALL INTERIOR YARDS OR YARDS WHICH ABUT INTERIOR PROPERTY LINES OR ANY LOT OF RECORD SHALL HAVE A DEPTH EQUAL TO THE HEIGHT OF ANY PROPOSED BUILDING OR STRUCTURE W 42ndISt. W 43rd1 St. N a W 41 st St. � R' Project GO\p00\ < Location m S c W. 44th St. m 3 W. 45th St. VICINITY MAP 1 " = 600' GLST�$ 4 ""STATE OFl SIGNATURE BLUE INK. LINE/CURVE TABLE DISTANCE S 60' 3'55" W 1 .1 ' W 70. 1_4 S 63'54'18" W 3.24' CURVE CHORD BEARING DISTANCE RADIUS ARC LENGTH C 1 IS 63"54' 18" W 222.87' 15981.28 222.87' FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0501810103 F DATED OCTOBER 19 ,20Q1, INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOTWITHIN A SPECIAL FLOOD HAZARD AREA. PLAT CERTIFICATIONS: CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY: HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. DATE OF EXECUTION ARKANSAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. CERTIFICATE OF PRELIMINARY PLAT APPROVAL: ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE: DATE SIGNED DATE OF EXECUTION L.R. PLANNING COMMISSION Preliminary Plat: Hougland Addition to the City of Little Rock, Pulaski County, Arkansas SCALE: 1" = 6o' Survey For: Coroylyn Ann Hougland DRAWN BY: PAXTON R. SINGLETON DATE: 3 1 10 PART OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 10.1001- 01