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HomeMy WebLinkAboutZ-9375-A Map 4suiN6ttACEgamovEamm pmwim Thaso bn dadAmmani*ahvetmpmuemwrts ahaaw on gin part oreawi� rsiirtdted to ONLY:The surveyor, w/lwhanawaffib, loam paM mad'.sahae htansas Oro raX make the bca[ion a udiges a,d eatnage. 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CIMH RIM=NO TOP WV.=100% SILTED 59 F 10� WV ,ate .. j • - NORTH 02e09'51 EAST 17. 0 ! 4_$1' 4S FNCP ST X2� I 269 8 10 X� 5 I �269 3 o• C�0 W *259•AS d' CC Ix Z 259 INS I gA 7`26 .15 X26� AQ I 9P � 26g. I xY I POINT OF BEGINNING y121Q p2 FOUND 1-1/2" PIPE 174 1INOPEN •--�—•---�— - �21p 11 I y- 11 W CQ � d' F12 I- C) x POINT OF COMMENCEMENT ao SAP 1/4, NW 1/4, SECTION 35 T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS Designed _ Checked WAS Drawn SDG WAS Approved SMITH AND 7C�g. MABELVALE CIRCLE At ,/ g38 5g� g9 59' tf- FF—WVN 259 017p._. 15 SOUTH 87'59'03' 144.73' WV 2t®oaO 99 �210 Sg 210 Sy x21Q:p3 O r � C CU � 26g �259 3A 269 93 95 x �9• x� 13 X 26g 1p 5e41�9 ACRES x� X �21a 270 I't 99 100- 0 'A 2 �21a pa 0 88 04'53" NEST X414.13' X212 A9 �2 12 01 GOODSON PLLC CIVIL ENGINEERING AND LAND SURVEYING 7509 CANTRELL ROAD, SUITE 227 LITTLE ROCK, ARKANSAS 72207 501-414-8498 ryA �21a O A 210 S9 �211 A5 � 21Ca x21p. 7<210 p9 2. 25 21A=A5 x 212/ 5 i 215 215 p6 (� 9 T[ NA �i/2 CHPIP,ILSET X �g1 /2�1 •A2 BOUNDARY AND TOPOGRAPHIC SURVEY 21p-do CIMH RIM=270.51' INV.=265.32' CIMH RIM=269.80' INV.=265.87' Part of the SWV4 NWI/4 and part of the NW3/4 SWS/4, all in Section 35, Township 1 North, Range 13 West; Pulaski County,. Arkansas, being more particularlydescribed as follows: Commencing at the Southwest Comer of the said NW1/4 SW1/4; thence continue North 02e24'42" East, along the West line of said Section 35, a distance of 794.14 feet to the POINT OF BEGINNING, said point being the Northwest corner of what was formerly platted as Lot 7, Mabelvale Industrial Park,an addition to the City of little Rock, Pulaski County, Arkansas; thence continue North 02a24'42" East along the West line of said Section 35, a distance of 510.80 feet to the Southwest comer of the said SWi/4 NW1/4; thence North 02e0951' East, along the West line of said Section 35, a distance of 4.91 feet to the point on the Southerly right-oPway line of Mabelvale Circle; thence along said Southerly right-of-way line following the arc of 316.14 foot radius curve to the left, having a chord bearing and distance of North 77*1659" East iDS-29 feet; thence continue along said Southerly right-of-way following the arc of a 353.22foot radius curve to the right, having a chord bearing and. distance of North 77023'37" East,178.37 feet; thence continuing along said Southerly right-of-way North 87'S9'03" East a distance of 144.73 feet to the Westerly right-of-way line of Mabelvale Drive; thence South 02"34'36" West along said Westerly right-of-way line, a distance of 59551 feet to the Northeast corner of the said formerly platted Lot 7, Mabelvale Industrial Park; thence North 88e04'53" West, along the North line of the formerly platted lot 7, a distance of 414.13 feet to the POINT OF BEGINNING, containing 5.469 acres, more or less. 1-2 (per City of Little Rock US on 08-03-18) BUILDING ELEVATIONS: Proposed building finished floor elevations to be 2.0' or greater above pubrmhedfloodplain elevation. PROPOSED PARKING TABLE Standard Spaces:16 Handicapped Spaces: 1 Total: 17 BUILDING AREAS: Office Building Area: 2,000 Square Feet Breezeway Area: 750 Square feet Equipment Shop Area: 6,000 Square Feet Covered Equipment Maintenance Area: 1,500 Square Feet Water. Central Arkansas Water f6" eAsting alongwest side of Mabelvale Drive and 12" along south side of Mabelvale Circle). Sanitary Sewer. Little Rock Water Reclamation Authority Electricity: Entergy Natural Gas: Centerpoatt Energy Telephone: AT&T CATV: Comcast Note: Sanitary Sewerwill require a Private Pump station and force main; and connect to LRWRA manhole at northwest corner of Mabievale Drive & Mabelvale Pike, SMITH AND )ODSON, Pt No.2082 FOR THE USE AND BENEFIT OF: Nick Ruffin Nick Ruffin Excavating, Inc. 24208 Interstate 30 N, Bryant, Arkansas 72022 40 20 0 40 80 SCALE; 1 40' b: 18-108 :ale: 1"=40' Lte: 9-25-2018 S-1.0