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Home My WebLink AboutZ-4001-C Map 2o 'ol R4.00 i", LANDSCAPING CAPtItlL;" N�Oo NOSC AP4A, R4.D0 iYP. \ z� R4.04 „�-- 1 ECO DS 0 ULA=KI COUNT f, A KANSAS. A�SC,pP1NG 24°D LANDSCAPING a6o0 TRACT 2 ZONED C-4 REQUESTING ZONING CHANGE TO R-2 \ WITH A CUP FOR CHURCH FACILITY PART OF LOT 2, REEDER SUBDIVISION, AN ADDITION TO THE CITY SC .. Y• .�3 • r ,y. - OF LITTLE ROCK. PULASKI COUNTY, ARKANSAS, AS RECORDED IN �~ r`� `>- ��`•" a - PLAT BOOK G, AT PAGE 474, RECORDS OF PULASKI COUNTY. ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 'z COMMENCING AT A 1/2 -INCH REBAR WITH CAP No. 568 AT THE 9 ?' _ - �, ` SOUTHWEST CORNER OF THE SEI/4 NWi/4 OF SECTION 31 o-' i0P o TOWNSHIP 1 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, PULASKI COUNTY, ARKANSAS: THENCE N 02 DEGREES 06 MINUTES 45 SECONDS E 118.70 FEET TO A I -INCH STEEL goy°\ ROD BEING THE POINT OF BEGINNING: THENCE N 02 DEGREES 05 P ?qo ur a41osc4� o MINUTES 15 SECONDS E 150.05 FEET TO A 1/2 --INCH REBAR; o THENCE N 77 DEGREES 48 MINUTES 51 SECONDS E TO A POINT; THENCE S 18 DEGREES 28 MINUTES 59 SECONDS E 153.95 FEET FO A POINT THENCE S 79 DEGREES 25 MINUTES 36 SECONDS W 270.30' FEET TO THE POINT OF BEGINNING, CONTAINING 36.336 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. SUBJECT TO A e`i' "~�` - ,.+ �•l, p Sgrg,N`oo� DRAINAGE EASEMENT ALONG THE EAST LINE THEREOF. x , ALSO b 6 I TRACT 3 ZONED R-2 WITH CUP, NO REQUEST PART OF LOT ? REEDER SUBDIVISION, AN ADDITION TO THE CITY GiG`e� 1A 1' p° +"' R4.00 LANDSCAPING j / OF LITTLE ROCK, PULASKI COUNTY. ARKANSAS. AS RECORDED IN X04 q�PLAT BOOK G, AT PAGE 474 RECORDS OF PULASKI COUNTY. LANDSCAPING-- / e -.., r ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A 1/2 -INCH REBAR WITH CAP No. 568 AT THE SOUTHWEST CORNER OF THE SET/4 NW 1 /4 OF SECTION 33. LANDSCAPING - TOWNSHIP 1 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL ANL) ,CAPINC - / - MERIDIAN PULASKI COUNTY, ARKANSAS;_ THENCE N 02 DEGREES. Obi MINUTF 7 45 >FCONDS E i 18 70 FECT TO A T INCH STEEL ROD; THENCE N 79 DEGREES 25 MINUTES 36 SECONDS E 270.30 7 FEET TO A POINT; THENCE S 46 DEGREES 15 MINUTES 53 1:fi l _ ./ A SECONDS E 99.40 FEET TO A CONCRETE RIGHT-OF-WAY MARKER LANDSCAPING -j ON THE NORTHERLY RIGHT-OF-WAY OF INTERSTATE 430 FRONTAGE ROAD; THENCE S 50 DEGREES 33 MINUTES 35 W SECONDS W, ALONG SAID RIGHT-OF-WAY, 1.98 FEET TO A go i2Ga LANDscaPlNc j _ 1/2 -INCH REBAR; THENCE S 47 DEGREES 34 MINUTES 01 $ v 20 '-0 Y' / SECONDS W. ALONG SAID RIGHT-OF-WAY, 472.57 FEET TO A LANDSCAPING 1/2 -INCH REBAR: THENCE DEPART SAID RIGHT -OF --WAY N 02 4. . - DEGR€ES 10 MINUTES 58 SECONDS E 220.78 FEET TO THE POINT a so d f OF BEGINNING, CONTAINING 68,243 SQUARE FEET OR 1.567 ANDSCAPINc' ACRES, MORE OR LESS, SUBJECT TO A DRAINAGE EASEMENT 1< / ALONG THE EAST LINE THEREOF. 4' SW COR, SE1/4 NW1/4 / �4 SEC. 33, T -1-N, R -13-W /� LANDscAPING / '0' " j �� + zP��P „ �00� MILE ROCK PLANNING CdS91!, S! N / O t�� APPROVED, SUBJECT TO 7I,` ;S )1 i nNascAPulc �Q ` AS NOTED IN THE PIA MINUTE ECORD /AGF .1 P`� P` BY: DATE: )' �� I ! %0 3 Gj0/p� NOTES. 1 . EXISTING BUILDING IS APPROXIMATELY 30 FT AT THE HEIGHEST POINT. PROPOSED BUILDING IS 375 FT AT THE HIGHEST POINT 2. SITE LIGHTING IS LOCATED AS SHOWN '°SHOEBOX STYLE LIGHTS ON 30 FT POLES. 3. CURRENT EXISTING PARKING 45 SPACES. PROPOSED PARKING 130 SPACES TOTAL PARKING 130 SPACES 4. STORM WATER DETENTION IS LOCATED UNDERGROUND BENEATH THE NORTH EASTERN PARKING L07 5. ALL PAVING IS TO BE BORDERED WITH CURB AND GUTTER GRAPHIC SCALE FLOOD STATEMENT: d0 ° i0___ �U b0 GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO... 05018LQQ91 F DATED OQTQBER 19 , 2001 , INDICATES THAT PORTIONS OF -_-� - - ----..---------,-__. J THE PROPERTY SHOWN HEREON LIES WITHIN ZONE ,AE AND 15 WITHIN A SPECIAL ( IN FEET I ILOnD HAZARD AREA. I Inch = 40 It LEGEND ----- PROPERTY LINE 28 ' x FENCE LINE i U REFER NCE MATERIAL: - - CENTERLINE 0 THIS T "}- RAIL ROAD TRACKS V 1. SURVEY PLAT BY BROOKS & CURRY. DATED 1/21/85. COMPUTED POINT SITE QU.J SET MONUMENT (AS NOTED) ff 1 2. RELEASE OF MORTGAGE FROM FIRST COMMERCIAL BANK, N.A. IN LITTLE ROCK FOUND MONUMENT (AS NOTED) ,T �C QJ TO OAK PARK BAPTIST CHURCH, DATED DECEMBER 14, 1983, AND FILED FOR WATER VALVE 32 i 33 ^`. WATER METER f'- RECORD ON MAY 25, 1984 AS INSTRUMENT No. 84-32446, RECORDS OF GAS VALVE 34 ❑Q GAS METER C� PULASKI COUNTY, ARKANSAS. MONITORING WELL --Q- POWER POLE 00 3. P.A.G.IS. MONUMENT NO, 2058 AND PAGIS MONUMENT N0, 2058 AZIMUTH MARK. 2` x 2' DROP INLET ' Q SEWER MANHOLE a • 4. FINAL PLAT OF REEDER SUBDIVISION, AN ADDITION TO THE CITY OF LITTLE ROCK, CURB INLET �p LIGHT POST - PULASKI COUNTY, ARKANSAS, FILED IN PLAT BOOK G. PAGE 474. FIRE HYDRANT Lo • -_�-• 5. RECORD PLAT OF CRYSTAL VALLEY GLENS SUBDIVISION OF SWI/4 NW1/4 AND TELEPHONE RISER ,H ---- HC ---_-- HANDICAP PARKING SPACE PART OF NW1/4 SW1/4, SECTION 33, T- 1-N, R -13-W, PULASKI COUNTY, ARKANSAS, P912 1T -1-N BASELINE, 1, FILED IN PLAT BOOK 3, PAGE 158. OVERHEAD POWER LINE FLNr-E 6. RIGHT-OF-WAY' PLANS PROVIDED BY ARKANSAS HIGHWAY TRANSPORTATION DEPARTMENT. 4 �._ r^-• IN IFI15 AREA 10 at REROUTED .UNDER . PaSED c WDDD 7. PROPOSED SITE PLAN PROVIDED BY HOFFMAN ARCHITECTURE. UNDERGROUND M BOUNDARIESD41 Vito Y, x VICINITY MAP - N. T.S. > ��- CT OF - SCREENED 8 RASH CIXLECIION f' DESCRIPTION: TRACT 1 ZONED R-2 REQUESTING A CUP X's$ ,( G PPIXN C `/� a 'THE SOUTH HALF OF LOT 1, CRYSTAL VALLEY GLENS SUBDIVISION PAD OF THE SWI/4 NWt/4 AND PART OF THE NWt/4 SWI/4, -�"_� - SECTION 33, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI r COUNTY. ARKANSAS. AS RECORDED IN PLAT BOOK 3, AT PAGE „�-- 1 ECO DS 0 ULA=KI COUNT f, A KANSAS. A�SC,pP1NG 24°D LANDSCAPING a6o0 TRACT 2 ZONED C-4 REQUESTING ZONING CHANGE TO R-2 \ WITH A CUP FOR CHURCH FACILITY PART OF LOT 2, REEDER SUBDIVISION, AN ADDITION TO THE CITY SC .. Y• .�3 • r ,y. - OF LITTLE ROCK. PULASKI COUNTY, ARKANSAS, AS RECORDED IN �~ r`� `>- ��`•" a - PLAT BOOK G, AT PAGE 474, RECORDS OF PULASKI COUNTY. ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 'z COMMENCING AT A 1/2 -INCH REBAR WITH CAP No. 568 AT THE 9 ?' _ - �, ` SOUTHWEST CORNER OF THE SEI/4 NWi/4 OF SECTION 31 o-' i0P o TOWNSHIP 1 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, PULASKI COUNTY, ARKANSAS: THENCE N 02 DEGREES 06 MINUTES 45 SECONDS E 118.70 FEET TO A I -INCH STEEL goy°\ ROD BEING THE POINT OF BEGINNING: THENCE N 02 DEGREES 05 P ?qo ur a41osc4� o MINUTES 15 SECONDS E 150.05 FEET TO A 1/2 --INCH REBAR; o THENCE N 77 DEGREES 48 MINUTES 51 SECONDS E TO A POINT; THENCE S 18 DEGREES 28 MINUTES 59 SECONDS E 153.95 FEET FO A POINT THENCE S 79 DEGREES 25 MINUTES 36 SECONDS W 270.30' FEET TO THE POINT OF BEGINNING, CONTAINING 36.336 SQUARE FEET OR 0.834 ACRES, MORE OR LESS. SUBJECT TO A e`i' "~�` - ,.+ �•l, p Sgrg,N`oo� DRAINAGE EASEMENT ALONG THE EAST LINE THEREOF. x , ALSO b 6 I TRACT 3 ZONED R-2 WITH CUP, NO REQUEST PART OF LOT ? REEDER SUBDIVISION, AN ADDITION TO THE CITY GiG`e� 1A 1' p° +"' R4.00 LANDSCAPING j / OF LITTLE ROCK, PULASKI COUNTY. ARKANSAS. AS RECORDED IN X04 q�PLAT BOOK G, AT PAGE 474 RECORDS OF PULASKI COUNTY. LANDSCAPING-- / e -.., r ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A 1/2 -INCH REBAR WITH CAP No. 568 AT THE SOUTHWEST CORNER OF THE SET/4 NW 1 /4 OF SECTION 33. LANDSCAPING - TOWNSHIP 1 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL ANL) ,CAPINC - / - MERIDIAN PULASKI COUNTY, ARKANSAS;_ THENCE N 02 DEGREES. Obi MINUTF 7 45 >FCONDS E i 18 70 FECT TO A T INCH STEEL ROD; THENCE N 79 DEGREES 25 MINUTES 36 SECONDS E 270.30 7 FEET TO A POINT; THENCE S 46 DEGREES 15 MINUTES 53 1:fi l _ ./ A SECONDS E 99.40 FEET TO A CONCRETE RIGHT-OF-WAY MARKER LANDSCAPING -j ON THE NORTHERLY RIGHT-OF-WAY OF INTERSTATE 430 FRONTAGE ROAD; THENCE S 50 DEGREES 33 MINUTES 35 W SECONDS W, ALONG SAID RIGHT-OF-WAY, 1.98 FEET TO A go i2Ga LANDscaPlNc j _ 1/2 -INCH REBAR; THENCE S 47 DEGREES 34 MINUTES 01 $ v 20 '-0 Y' / SECONDS W. ALONG SAID RIGHT-OF-WAY, 472.57 FEET TO A LANDSCAPING 1/2 -INCH REBAR: THENCE DEPART SAID RIGHT -OF --WAY N 02 4. . - DEGR€ES 10 MINUTES 58 SECONDS E 220.78 FEET TO THE POINT a so d f OF BEGINNING, CONTAINING 68,243 SQUARE FEET OR 1.567 ANDSCAPINc' ACRES, MORE OR LESS, SUBJECT TO A DRAINAGE EASEMENT 1< / ALONG THE EAST LINE THEREOF. 4' SW COR, SE1/4 NW1/4 / �4 SEC. 33, T -1-N, R -13-W /� LANDscAPING / '0' " j �� + zP��P „ �00� MILE ROCK PLANNING CdS91!, S! N / O t�� APPROVED, SUBJECT TO 7I,` ;S )1 i nNascAPulc �Q ` AS NOTED IN THE PIA MINUTE ECORD /AGF .1 P`� P` BY: DATE: )' �� I ! %0 3 Gj0/p� NOTES. 1 . EXISTING BUILDING IS APPROXIMATELY 30 FT AT THE HEIGHEST POINT. PROPOSED BUILDING IS 375 FT AT THE HIGHEST POINT 2. SITE LIGHTING IS LOCATED AS SHOWN '°SHOEBOX STYLE LIGHTS ON 30 FT POLES. 3. CURRENT EXISTING PARKING 45 SPACES. PROPOSED PARKING 130 SPACES TOTAL PARKING 130 SPACES 4. STORM WATER DETENTION IS LOCATED UNDERGROUND BENEATH THE NORTH EASTERN PARKING L07 5. ALL PAVING IS TO BE BORDERED WITH CURB AND GUTTER GRAPHIC SCALE FLOOD STATEMENT: d0 ° i0___ �U b0 GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO... 05018LQQ91 F DATED OQTQBER 19 , 2001 , INDICATES THAT PORTIONS OF -_-� - - ----..---------,-__. J THE PROPERTY SHOWN HEREON LIES WITHIN ZONE ,AE AND 15 WITHIN A SPECIAL ( IN FEET I ILOnD HAZARD AREA. I Inch = 40 It I RRE i LEGEND ----- PROPERTY LINE v x FENCE LINE i U ---- - --- - - CENTERLINE T "}- RAIL ROAD TRACKS V Q COMPUTED POINT QU.J SET MONUMENT (AS NOTED) ff 1 Q FOUND MONUMENT (AS NOTED) AN �C QJ WATER VALVE Lu() WATER METER f'- Gv GAS VALVE ❑Q GAS METER C� ® MONITORING WELL --Q- POWER POLE 00 ® 2` x 2' DROP INLET Q SEWER MANHOLE CURB INLET �p LIGHT POST FIRE HYDRANT Lo n SIGN/SIGN POST FT TELEPHONE RISER ---- HC ---_-- HANDICAP PARKING SPACE All Symbols May Not Appear On Drawing Use As Applicable. I RRE i <ri 6 C v Q i U V QU.J - OD L 0 �C QJ CLx Lu() f'- cn 0 C C� O 00 _0-0 Q 0 �p o Lo (1- I RRE i