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Home My WebLink AboutS-1747 Map 1PROJECT INFORMATION OWNER: DWELLINGS, INC. 2224 CANTREL ROAD LITTLE ROCK, AR 72202 SOURCE OF TITLE: INSTRUMENT #96-10682/#2012-075305 LAND AREA: t2.965 ACRES TOTAL -GROSS t1.928 ACRES NET RESIDENTIAL t1.037 ACRES COMMON SPACE CURRENT ZONING: R-2, SINGLE FAMILY RESIDENTIAL NUMBER OF LOTS: 16 (13 HOME SITES) LOT SIZES: 6,460 SF AVERAGE (EXCLUDING COMMON LOTS) 4,268 SF MINIMUM PRIVATE STREET: 385 LF SOURCE OF WATER: CENTRAL ARKANSAS WATER SEWER DISPOSAL: LITTLE ROCK WASTEWATER UTILITY MINIMUM FINISH FLOOR ELEVATION = 350.00 STORMWATER DETENTION CALCULATIONS AREA OF PROPERTY = 2.965 ACRES PRE -DEVELOPED Q = 4.99 c.f.s. POST -DEVELOPED Q = 14.37 c.f.s. REQUIRED STORMWATER DETENTION VOLUME = 2,814 cu. ft. Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements, recorded or not a part of the public record, may exist that affect the Subject Property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. Based on scaled map location and graphic plotting only, the property shown hereon is in Flood Zone X, which is not in the designated 100 Year Floodplain according to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas, Community Panel Number 0501810063 F, Map Revised October 19, 2001. Bearings are based on Grid North, Arkansas State Plane North Zone (301) as per PAgis. Property Description Part of the E1/2 E1/2 NW1/4 NE1/4 of Section 2, T-1-N, R-13-W, City of Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Comencing at the NE Corner of the E1/2 E1/2 NW1/4 NE1/4 of said Section 2; thence S 00'09'51" E along the East line of Nob Hill Heights Addition, a distance of 511.19 feet to the SE Corner of Lot 6 of Nob Hill Hill Heights Addition, said point also being the POINT OF BEGINNING; thence S 03'06'12" W along the West line of Wingate Addition, a distance of 728.35' to the North right-of-way line of West Markham Street; thence along said North right-of-way line N 88'35'13" W, a distance of 50.00 feet; thence N 03'08'27" E, a distance of 200.02 feet; thence N 88'19'52" W, a distance of 181.02 feet to the SE Corner of Lot 4 of Kaylin Hills Addition; thence N 02'32'51" E along the East line of Kaylin Hills Addition, a distance of 486.79 feet to the South right of way line of Kaylin Drive; thence S 86'18'30" E along said South right-of-way line, a distance of 50.00 feet; thence along said right of way line on a curve to the left having a Radius of 50.00 feet, an Arc Length of 77.54 feet and a Chord bearing and distance of N 48'07'11" E, 70.00 feet; thence S 86'18'30" E, along the South line of Lot 6 of Nob Hill Heights Addition, a distance of 136.03 feet to the POINT OF BEGINNING, containing 2.981 Acres (129,877 sq. ft.) more less. PARKING RESTRICTION: ON STREET PARKING PARKING IS NOT ALLOWED IN FRONT OF LOTS 1 - 7, AND 15. ON STREET PARKING IS ALLOWED IN FRONT OF LOTS 8-14 AND LOT 16 vlEw N LSITE VICINITY MAP r z 0 �0) �m �N ZONED R-2 a_ WINGATE ASUBDIVISION TRACT WINGATESUBDIVISIONu' BK. 4, PG. 318 Y BK. 4, PG. 318 TRACT 45 TRACT 39 z m II WINGATE SUBDIVISION TRACT 43 3 BK. 4, PG. 318 WINGATE SUBDIVISION TRACT 41 WINGATE SUBDIVISION emu, WINGATE SUBDIVISION BK. 4,; PG. 318 BK. 4, PG 318 BK. 4, PG. 318 ZONED R-2 �,. ,rV R BAR S 03-06' 12" W NE CORNER 41.6 - 172.60' (M S 00'46' W P.O.B. 4s.12 - :rFA. 556.0 (R) N S 03'06' 12 W o E1/2 E1/2 NW1/4 NE1/4,, _ ,, s2.4s' 74.5s'- - 1---' z�lt EXISTING .. 555.75' SECTION 2 SEWER 85.69' �=-, , _ iM) o T-1 -N, R-13-W �.� \ EASMENT - - w 111.30-395.51' z CV M A - PROPOSED r,,,l. ,a„ ; W N N 00 O 6y' _ \ _ 8 WATER MAIN W ® \ W a M M LOT 13 N LOT 12 ( 72.$2' 7 a vi r- r I LOT 14 t0.130 AC t0.14$ AC w [ , , g �� A - LOT 16 -w. o 0 = Y t0.260 ACRES 11^ LOT 11 (a LOT 10 CID o '? o o t0.300 AC �`? \ o f0.387 ACRES REMOVE APRON AND o m m w W COMMON AREA w z t0.191 AC m COMMON AREA REPLACE WITH SIDEWALK. Q v, m a, . Z - Ir a� .� STREET \ LOT 9 5' ROW DEDICATION = p r N rn g �} : J N �' PROPOSED LIGHT (TYP) 1 Y t\ oc In N O g w SANITARY SEWER i o to.106 'AC N 03 D$ 27 E o i• -� ' m z MANHOLE ZONED R-2 PROPOSED �' + TWIT " ; - CC `� oa J -- FIRE HYDRANT 200.02 (M) . Q w z 00 00 /�' ASSEMBLY _ - _ _ v _ N 0Q`46' E ZONED R-2 - - - - - -- - _ _ 8' SEWER LINE/ �, 138.21'' 200.0 (R) w Y 00 GATE / �- --39.92 75.02' 71.71 - - - - - Lry6 / a� (n BRIDGE /g0.00 TREET /Io < / -CiRC 2' BUILDING SETBACK T o L1,GHT (TYP) m g // o (PRIVATE) -- \11LOT 8 NI_ - i N N f0.144 AC a, u) w 00 o J --_ we _ ./0 35.00 0' 3500' 38035.035.00' �vC)/22• 5.0 Z= ' I m BAILEY PROPERTIES,- LLC m O COMMON ACCESS & \ / LOT 1 PROPOSE,Q o - N / LOT 2 SANITARYT SEWER INSTRUMENT #97-200 z g UTILITY EASEMENT / I t0.098 AC LOT 3 ®®I MANHOLE o I `.PROPOSED ±0.098 A a o CARD READER / DETENTION I f0.098 AC W / POND AREA �. a. _ o w 1 n 18.00, uo) EXISTING w z u) LOT 5 LOT 6 o LOT 7 N 0) \ N SEWER N o �- `r' N t0.108 A t0.168 AC �. t0.241 AC- ,n O ` •4 - 3 0� 01 LOT 15 �, EASMENT w g j w - LO 5' SIDE YARD N z t0.388 ACRES J o COMMON AREA \ a m N CO ' ZONED R-5 } \, J BUILDING LO SETBACK (TYP) I00 �J 8R WATER MAIN I I LOT 4 Z _ t0.098 AC • � � 165.48' I ..•<'; 35.00' . 35.00' 35.00' _35.00' N 02'3 ,� 35.00' 2 51 E N 02*32'51 " E 83.72' TRACT 7 361.09' (M) ss.2D' KAYLIN HILLS ADDITION " 125.70' M �UTP & U 2 :A :: .: BK. 14, PG. 26 ( ) N 00' 13 E 361.2' (R) 25' BUILDING SETBACK (TYP) TRACT 5 KAYLIN HILLS ADDITION BK. 14, PG. 26 TRACT 3 • FOUND MONUMENT 0 SET 1/2" REBAR COMPUTED CORNER FIRE HYDRANT D4 WATER VALVE ® WATER METER r0' POWER POLE POWER POLE W/ LIGHT GUY WIRE m TELEPHONE PEDESTAL SANITARY SEWER MANHOLE -wA- WATER LINE -GAS- GAS LINE -OHE OVERHEAD ELECTRIC KAYLIN HILLS ADDITION ZONED R-2 BK. 14, PG. 26 YZ9H:719:111I471U17 3" ASPHALT SURFACE COURSE CLASS 3 OR 4 CONCRETE AND GUTTER TRACT 4 KAYLIN HILLS ADDITION BK. 14, PG. 26 ZONED R-5 _ = CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY COMPACTED SUBGRADE AT 95% MODIFIED PROCTOR I, Todd A. Shettles, hereby certify that this plat correctly represents a DENSITY boundary survey made or verified by me that all surveying requirements T' CLASS 7 BASE AT 1 MODIFIED PROCTOR DENSITY e oArkansas anof the State d City of Little Rock Subdivision Rules and Regulations have been compiled with and filed for record as required. NATURAL GRADE SECTION (TYP) s 5- ASPHALT STREET SECTION, TYPICAL. Date of Execution Todd A. Shettles ClArkansas N.T.S. Land Surveyor No. d1527essional CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Roy C. Andrews, hereby certify that this plat correctly represents a plan mode by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date bf aecution Roy C. Andre Arkansas Professional Engineer No. 12707 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 of Execution Little Rock Planning Commission 30 15 0 30 60 SCALE G : \2015\ 15-12 8\Design \ 15-128 P P. d wg 7EVELOPMEN� ;0NSULTANT NGORP0RATF 2200 N. RODNEY PARHAM ROAD SUITE 220 LITTLE ROCK, AR 72212 COPYRIGHT: 2015 SCALE: 1"=30' DRAWN BY: RCA CHECKED BY: RCA APPROVED BY: RCA DATE: 05-20-2015 It- Q J U) 0 U It- Z LU O W Z o W 0 � Q F_ Q (q J W Q K Q Z c Z 1 L Jo w J W 15-128 rJ: