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HomeMy WebLinkAboutS-1712 MapPOINT OF BEGINNING OTTER CHEEK ROAD J BRIDGE (R/W VARIES) PROPOSED 5C ETE SIDEWALK end curb curb Northwest corner 300' - N W 1 /4 --- - -- bock �_ �\ \ 60 PROPOSED DRIVEWAY TURNOUT (TYP) SECTION 9 AHTD R/W AS SHOWN ON T-1 -S, R-13-W -16"W - .. _ .. - .. - .. - - --16"YV- .. - . - 18 rcp -16"W 30 cmp PREVIOUS SURVEY BY OTHERS 04.46' - 16 fiber-optic bo �g (submerged) ___ keystone wail - - S88'37'32"E ` © S89"58 37 :': :_ _ 203' 383 �3„E 1 78.21 ' - S I 61. 9 - - I'T '= - .�.LP. 5.23 -IYst0T`e-Wati----22.1�(T'--I / 30' BUILDING LINE s� U END, CAPPED PIN elec anel"i-1-,i' P I O W/ T-POST C+�so' ` �! 50' X 75' EGRESS / INGRESS ASEMENT �' I � A I I 111 100 YR. FLOOD g / BI CN ELEV. 296.004 00 LU oCV ' 00 d I O �� S� 0� I� { I .I11 (f o5 I LOT ,2 _ � � `� N ii -��`\� FARM � I \ U Q d cr�O !! LOT 1 S.I . I I U Q� z Cn w Q O m F J w � O i�conc. Barrie n z_ Fy EL I I guard shack U) I ry I w W CD z II / � 203' conc. barrier L 0 T 3 I \ � 16,00 _ 56 ACRES , N 697,202 SQ. FT. / o0 I T P. gate mDtcr S.I.\ \ I` I& conc. �o ZONE AE _ CP 1 G FLOODWAY Cn ZG� Q r�) X-a % LEGEND water valve -5- fire hydrant 0 water meter -w- water main TO electric transformer ® electric box -G- underground gas IM gas sign - overhead electric QQ power pole guy wire light pole ® telephone manhole ® underground telephone sign © telephone cabinet ® telephone riser m fiber-optic sign ® sanitary sewer manhole as sanitary sewer main grease trap 6 son. sewer clean -out ® junction box -drainage �- curb inlet -drainage 99 surface inlet -drainage rcp reinforced concrete pipe cmp corrugated metal pipe ® handicap parking sign handicap ramp ck <0 OT Q O 00 4 conc. GOB O 0 \ m � -metal bldg. >_ 00 Q I o �GP M�NV \ S.I.P. r-15' SAN. SEWER ESM D�-5 > onc. barrier -8"SS ,-f'% v metal bldg. elec generat # 12024 2 STORY METAL 168.1 S.I.P. L0T 5 sign �00��9TF o �. N �2 FS�T 259�J �j 0 A 0 60 Scale 1 " = 60 ft �rar�� GtS a STATE OF °°•.�a � *tSAS Sg 9 , g .1281 -) ZJ •� Ay12 NL •rh •'Jf�NAI LA.S' +ilf. ARKANSAS N REGISTERED PROFESSIONAL ENGINEER No.5033� E�P'°��� i General Notes: 1. Owner & Developer: THOMAS W. BARTHOLOMEW C/O WINSTEAD PROPERTIES 11125 Arcade, Ste. A LITTLE ROCK, AR 72212 (501) 227-0657 Office 2. Linear feet of New Streets: 0 Lf 3. Average Size of Lot: 400 X 500 4. Number of Lots: 5 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: 9. noodway / Floodplain: as shown 10. Municipal Boundaries: Inside Corporate City Limits PROPERTY DESCRIPTION PART OF THE NW1/4 OF SECTION 9, T-1-S, R-13-W, PULASKI COUNTY, ARKANSAS, LYING WEST OF INTERSTATE NO. 30 AND SOUTH OF OTTER CREEK ROAD, MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT A POINT ON THE WEST LINE OF SAID NW1/4, 30.93 FT. FROM THE NORTHWEST CORNER THEREOF; THENCE N78'38'23"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD, 95.23 FT.; THENCE S88737'32" E CONTINUING ALONG SAID SOUTH RIGHT-OF- WAY LINE, 178.21 FT. TO THE POINT OF BEGINNING; THENCE S88 37'32"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 261.39 FT.; THENCE N00'01'230E CONTINUING ALONG SOUTH RIGHT-OF-WAY LINE, 22.40 FT.• THENCE S89'58'37"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 604.46 FT. TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF THE INTERSTATE 30-OTTER CREEK ROAD INTERCHANGE,• 180 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in offices of the State Surveyor and the Pulaski County Circuit Cler on 20 , in Plat Book _Pa u L ' Date of ffxicution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engin ri g requirements of the Little Rock Subdivision Rules and Reg at ns ha e have ben c mplied with. Date of Exe ut' n Tim at Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R Page Instrument No. _ THENCE S35'07'41"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 299.1." FT. - _ -• .- +-- :-�_- *--- -- -- -- - - - -. TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE 30; THENCE S43'15'00"W ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 1047.01 FT.; THENCE N46'18'38"W, 261.32 FT.; THENCE N2,V11'11"W, 427.86 FT.; THENCE N05'56'18"E, 422.84 FT. TO THE POINT OF BEGINNING, CONTAINING 697,202 SQ. FT. OR 16.0056 ACRES MORE OR LESS. Public Works Notes: 1. NPDES & Grading permits are required prior to construction. 2. Stormwater detention ordinance does apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Easements for proposed stormwater drainage facilities are required. 8. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. PRELIMINARY PLAT OF LOTS 1-5 CAL ARIA COMMERCIAL SUBDIVISION AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AUGUST 26, 2013 © WHITE DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223