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HomeMy WebLinkAboutS-1730 Map1 h yam• y ZONED '1-1' �W 0� w1 f r I`. Ili found iron pin N I 136156 4748.30 3 E 1149478.3C S87°22'59"E 6 Northwest corner I NE1/4 SW1/4 SECTION 22 350 T-1—N, R-13—W I 340 330 I I� I III ff I 330 $HACKLEFORD ROAD WILL BE I-p DEDICATED TO HALF 90' R.O.W. I I I 00 AND IMPROVED TO HALF 59 Ff. LOT r 00 WHEN LOT 2 IS DEVELOPED L ll 1 ' t I 6 ® III 5.26AC Z b 4G' 45' RIG T—OF—WAY ® I INSTR.# 94-51642 �, ZONED `I 1' I 75' F �W CD On I N Qm ti SIGN MAXIMUM SIZE SHARED DRIVE 34 I BY ALLOWANCE I CLEARWATER DR. ml 3�6.1— — — — — — — — I fill Co OI NI O � 2 1 r © S III ,II I I I v1 � I S III`, found rr spike N 135162 19f � E 119a707.1.15, I 1 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 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 — �_NE — I _ �LZONED R-2' / LJ,� T, i I^ 92 ;� 4 y/ _ 80 78 3V, r II rI bugd iYon pin ,fllupd iron in r 9 1.9 north J ,3" south p - j aw 58'7°59'42'E 671.017' m Northeast corner found 103 p N 136103. 7 1 o I- I Q' j ME1/4 SW1/4 E 1196061.84 4i3 I e' � I � i STONE / .ROCK W o � SECTION 22 z ZONED OS ,BERM TOP ELE. 303 L o T-1—N, R-13—w TH BUFFER, OMIT SCREEN 302 WS DRAINAGE \ STONE / ROCK 1 (D O I _QUIREMENT ON THIS SIDE CULVERT BERM TOP ELE. 295 Ln C) TYP. 46 ,I ;M DETENTION _ -___ -_ ---_D -- - 300 - SCREENING. SEE NOTE 14. _ PROPOSEB' FENCE _ -- \� O �y.�q tS�iNuFIN ^c,NER (10 153.4' 0 294 WSJ DRAINAGE rp CULVERT N 1 3�26 \A. 1 TYP. o i1-�9605�65 ,,,^ 4 g c 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 OWNER OR DEVELOPER Date of Execution Addr@ss Source of Title D.R_ Page Instrument No. f!I W O N ROCK P ELE. 298 i I Q ct �',, i J 0 J w O DRAINAGE _ CULVERT TYP. le EXIn, NO SAN SE 60 0 60 180 Scale 1 " = 60 ft 12 TYP. 1 1 DO YEAR WS03 STEEL STAKE WELDED WIRE WITH SILT rL 10' OR 50' UNDISTURBED LEGAL DESCRIPTION ST NE /` RQO K BERM N.T.S. THE NORTH 30 ACRES OF THE NE1/4 SW1/4 OF SECTION 22, T-1—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHWEST CORNER OF SAID NE1/4 SW1/4; THENCE S87'22'59"E. 643.56 FT. TO THE SOUTHWEST CORNER OF LOT 94, TALL TIMBER WEST SUBDIVISION; THENCE S87'59'42"E ALONG THE SOUTH LINE OF LOTS 94, 92, 90, 84, 82, 80, 78 .AND 76 SAID TALL TIMBER WEST SUBDIVISION, 671.07 FT. TO THE NORTHEAST CORNER OF SAID NE1/4 SW1/4; THENCE S02'42'56"W ALONG THE WEST LINE OF LOTS 48, 46 AND 44, SAID TALL TIMBER WEST SUBDIVISION, 172.90 FT.; THENCE S02°17'06"W, 799.44 FT.; THENCE TO A POINT ON THE WEST LINE OF SAID NE1/4 SW1/4; THENCE NO2`22'08"E ALONG SAID WEST LINE, 995.49 FT. TO THE POINT OF BEGINNING, CONTAINING 1,290,700 SQ. FT. OR 29.6304 ACRES MORE OR LESS. LESS AND EXCEPT THE WEST 45 FT. FOR SHACKLEFORD ROAD RIGHT—OF—WAY. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. (FIRM Community Panel # 050181 0015 E, Nov. 3, 1993) General Notes: 1. Owner & Developer: ROBERT VOGEL MANAGEMENT CO., LLC 11219 FINANCIAL CENTER, SUITE 300 Little Rock, AR 72211 2. Linear feet of New Streets: 2950 Lf a 3. Average Size of Lot:400 X 700 4. Number of Lots: 2 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Floodway / Floodplain: N/A 9. Municipal Boundaries: Inside Corporate City Limits 10. Storm Water Detention 11. Exterior activities shall be screened from Shackleford Road Per Ordinance 36-523 12. Phasing Plan: Phase I — Lot 1 Phase II — Lot 2 13. Source of Title : 2014-002658 14. Screening where required to consist of dense evergreen plantings, opaque metal or wood fencing, or chain link with screening slats to create opaque screen. 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 152014 SITE PLAN REVIEW PRELIMINARY PLAT Revised WHITE -RATERS & ASSOCIATES, INc. GOLDEN EAGLE ADDITION Date 10-15-14 s NIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Hor. Vert. �' SHACKLEFORD ROAD scale 2.4 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 1"=60' Sheet of Survey By: Drawn By: Checked By: Approved Hy: LITTLE ROCK, ARKANSAS Job No. M:\2014\14-284T Shackleford Road Advance Grad i ng\DWG\SITE PLAN REVIEW-SBH.dwg, 10/15/2014 8:26:44 AM, Adobe PDF