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Home My WebLink AboutZ-5810-A Map 1000 Scale 1 •0 ft JHACKLLFUNU KUAU WILL at DRAINAGE C-0 ` `? < DEDICATED TO HALF 90' R.O.W. _ 0 294 WS CULVERT N 1359'3' 26 < \ AND IMPROVED TO HALF 59 FT. T 1 1 �P o- r 605 65 00 WHEN LOT 2 IS DEVELOPED LOT 1 ��" o d I� NP Q� � a / r \ VICINITY MAP L2 I � S. V Al,� 1"� I -._ca 6°c --� N.T.S. PL t 4°J �/r WIDTH VARIES Z I b I U i - e jl E I 50` - _12' TYP. 10' OR 50' Z INDISTURBERIG T -OF -WAY IV 1 45', NSTR.# '94-51G42 Z®NED I -I 318.5' I �__tobYEARws O 9 ,� 45' ' CG I ( U W Cl N a- ;;, MAINTENANCE v BUILDING M R1 ! UNDISTURBED 00 g'0, LO W 11 STEEL STAKE GO To TRUCK WELDED WIRE MESH A p Cl) WASH O O WITH SILT FENCE 703 �m W o - n SIGN ° 5' Z z LEGAL DESCRIPTION STONE /ROCK BERM MAXIMUM SIZE SHARED DRIVE BY ALLOWANCE w O N.T.S. 00 _ 296.E N THE NORTH 30 ACRES OF THE NE1/4 SW1/4 OF SECTION 22, T -1-N, R -13-W, cV PR Po�oB ENCE T � I IRE HYDRANT FIRE HYDRANT WITH BUFFER, OMIT SCREEN LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: HIS SIDE LONG ASSEMBLY iTMP.� 'REQUIRE ENT ON T ` ` W - - - -X06.1- - -� - -! M BEGINNING AT THE NORTHWEST CORNER OF SAID NE1/4 SW1/4; THENCE S87°22'59"E, CLEARWATER DR, Cnl M STONE / ROCK 643.56 FT. TO THE SOUTHWEST CORNER OF LOT 94, TALL TIMBER WEST SUBDIVISION; BERM TC P, ELE''. 298 THENCE S87'59'42"E ALONG THE SOUTH LINE OF LOTS 94, 92, 90, 84, 82, 80, --� •4f' ..... --_ -:y= �_ _n 1= I f 78 AND 76 SAID TALL TIMBER WEST SUBDIVISION, 671.07 FT. TO THE NORTHEAST 39.'7 25.0' o / CORNER OF SAID NE1/4 SW1/4; THENCE S02°42'56"W ALONG THE WEST LINE OF • EDI LL I LOTS 48, 46 AND 44, SAID TALL TIMBER WEST SUBDIVISION, 172.90 FT.; THENCE c. I o - 102 0' Z - I SO^°17b6"W, 799.44 FT.; THENCE - covER W TO A POINT ON THE WEST LINE OF SAID NE1/4 SW1/4; ! B i THENCE NO2'22'08"E ALONG SAID WEST LINE, 995.49 FT. TO THE POINT OF CUSTOMER PICK-UP I' 25.0' w' I I BEGINNING, CONTAINING 1,290,700 SQ. FT. OR 29.6304 ACRES MORE OR LESS. 0 7 4.0' g 25.0' ' �I 25.0' 1 p LESS AND EXCEPT THE WEST 45 FT. FOR SHACKLEFORD ROAD RIGHT-OF-WAY. - v 2 320 ZONED �l-1 I o� 51 NG PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD - o _ BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD I 1 z I --- - - ' _ ' G p l INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. - - % J (FIRM Community Panel # 050181 0015 E, Nov. 3, 1993) T_ �` T� kb EMPLOYEE Z C I PARKING VFFICE Q L/ / 10' General Notes: ® 2.5' OFFICE � 1. Owner & Developer: __ _ - -"_-SPACES-- , '1 - r i N I 20.967 S. F. 23.35 AC 10.5 O � 100 900 S. I _ � � ROBERT VOGEL MANAGEMENT CO., LLC U� ;> 4. - 30.0' '' Q �. �24 Q' 25.0' �� o ' ""`:I LF',` � FUTURE EXP,ANSIO'`': Little TER, SU I� N p AL CEN ITE 300 19,500 S.F LJ o s 72211 1 =-52.0' _ i-OVERED \I I A - - - TRUC. LOADING - Z -- JVA:R HOU JF ® 2. Linear feet of New Streets: 2950 Lf 0 0 DRIVE THRU 3. Average Size of Lot:400 X 700 I� -- 5, - _ o o I 0 4. Number of Lots: 2 Lots , 612 S.F. c, i _ cn 5. Applicable existing covenants: None T coa U - - 97 S 6. Source of Water Supply: Central Arkansas Water o ---- a -- -- � r 2 W / PP Y� Iq w __ -- 140.0' 117.3' 278.2' - 280.0'- I DRAINAGE 7. Source of Wasterwdter Disposal: LRWWU u �U) 1 s PVERT 8. Floodway /Floodplain: N/A 37 9. Municipal Boundaries; Inside Corporate City Limits AS PER 0 M r BUILDING I r` SIGNAGE 10. Storm Water Detention RpINANCE 5.3' \-\ \ \ I 11. Exterior activities shall be screened from Shackleford Road : Per Ordinance 36-523 75' \ 12. Phasing Plan: Phase I - Lot 1 CN L- Phase "II Lot 2 o SECUREDZONE ® 13. Source of Title : 2014-002658 PARKING 53 SPACES31 °, i L1J 14. Screening where required to consist of dense evergreen plantings, opaque metal or wood fencing, s ; I' i w Z or chain link with screening slats to create opaque screen. NO --. 4 �, 4.d - [--50.0-- 8.6 o - O CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY LOT 1 SHACKLEFORD ROAD WILL BE I, Paul M. White, hereby certify that DEDICATED TO HALF 90' R.O.W. this plat correctly represents a bound - AND IMPROVED TO HALF 59 Ff. cry 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 Clerk on 20 in Plat Book Page Date of Execution Paul M. White, Registered Land Surveryor No. 1281, 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 CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been complied with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas M:\2014\14 -284T Shackleford Road Advance Grad ing\DWG\SITE PLAN REVIEW-SBH.dwg, 10/15/ZU14 8:21b:44 AM, Adobe NUr OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R_ Page Instrument No. EXISTING SAN SEWER 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. OCT 15 2014 BY: TRASH / RECYCLING �__, I FIRE HYDRANT - �Q�r BUFFER �� (IYP.) , - Ii -- �- T og A _ DENSE EVERGREEN SCREENING BETWEEN STREET AND GATE=-=->E--K---x��4"-16�•'-94--><-iC--K��x-""' ^-"""-"""'91""`�""#"'-_`- "R"'"'-'-X•-`�IC -"' -" o - -' - PROPOSED B' FENCE ��oRcD CD N 13132.45 - SCREENING -SEE NOTE 14. E 1196021.78 `•., found rr spike N 135162.16 - - -Q N88°_42'15"W 1314.-96' _ _ - v v \�oP _ Z 2 � I I ZONED R-2 ANTIC ivii`✓S'ONARY` BAPTIST- L! ," - - ONED R- E 11sa7o7.15;- Jca CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY LOT 1 SHACKLEFORD ROAD WILL BE I, Paul M. White, hereby certify that DEDICATED TO HALF 90' R.O.W. this plat correctly represents a bound - AND IMPROVED TO HALF 59 Ff. cry 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 Clerk on 20 in Plat Book Page Date of Execution Paul M. White, Registered Land Surveryor No. 1281, 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 CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been complied with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas M:\2014\14 -284T Shackleford Road Advance Grad ing\DWG\SITE PLAN REVIEW-SBH.dwg, 10/15/ZU14 8:21b:44 AM, Adobe NUr OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R_ Page Instrument No. EXISTING SAN SEWER 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. OCT 15 2014 BY: