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HomeMy WebLinkAboutS-1279 Map 2m~ I O a / % 2 3 30 0 30 90 ZONED "R-2" O W/ CUP J ,{ Scale 1" = 30 ft o`Ex. Curb --------�' -- — — i ZONED 9PR-2" 4 /` WESTCHESTER '5 DDITION - -_ Ex. Fire Hydrant L. 0 FA �O---------�------------- Ex. $" aer Ine ------------------_ Ex_3_ Water__ me — — — — — - — — — — — — — —— ` Proposed PAGIS Monument<N Oak's Bluff Drive — — — — — �v I 8 I Proposed PAGIS Monument LEGAL DESCRIPTION _ — — — _. � I \ -------- __ _ -+ ' 50'_ ROW) -- PART OF THE ULA NE1/4 SWi/4, SECTION 19, PARTICULARLY AR Y-W, CRY OF --- --- ¢ _ \ \ LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED Extend Conc. Walk _- -- — — --• \ AS FOLLOWS: % Curb — N00.03'W - - — ' I COMMENCE AT THE NORTHWEST CORNER OF SAID SI/2 NEi/4 SW1/4, THENCE 21 7.39' �I'2 ___ N0902'56'W, 30 FT. TO THE NORTHERLY RIGHT-OF-WAY OF TAYLOR LOOP 1 �O /.' �"��_�Tt 0•00° �W'E- , \ \ ROAD; THENCE S79'2T36"E, 193.2 FT. TO THE EASTERLY RIGHT-OF-WAY I `..- 6C.�� 6�.��' I/ 55.5 r\- - OF OAKS BLUFF DRIVE AND THE POINT OF BEGINNING; THENCE N00.03'W, \ ' 60.00',,- 60.00 •,_ALONG THE SND EASTERLY RIGHT OF WAY Of OAKS BLUFF DRNE, 581.2 Fi.; 65.00 THENCE CONTINUE ALONG THE SAID EASTERLY RIGHT-OF-WAY, NO3.27'E, I Exist. Headwall,'55.5 FT.; THENCE N71'11'E, 101.1 Fr. TO THE HIGH BANK OF TAYLOR25' BU;Idin Line54'30LOOP CREEK; THENCE ALONG THE HIGH BANK OF TAYLOR LOOP CREEK, THEgFOLLOWING BEARINGS AND DISTANCES: 503'40'E, 112.9 FT.; St VOTE, 128.6 FT.; S2932'E, 97.3 FT.; THENCE S34.37'E,91.3 FT. TO THE WESTERLY RIGHT-OF-WAY OF TAYLOR LOOP ROAD: THENCEALONG THE WESTERLY RIGHT-OF-WAY OF TAYLOR LOOP ROAD, WHOSE RIGHT- Ex. Concrete Walk CQ`OF-WAY IS 80 FT., THE FOLLOWING BEARINGS AND DISTANCES: S44.54'W, 4.7 FT.; S39'03'W, 102.8 FT.; S2828'W, 117.5 Fr.; S19'40'W, . ' � G Building_Z End offix. 65.4 FT.; S16'W, 37.6 FT.: THENCE, ALONG THE NORTHERLY RIGHT -OF- ti / - �, WAY OF TAYLOR LOOP ROAD, N79.29'W, 75.0 FEET TO THE POINT OF �' �Ed a oBEGINNING. Ca rete Ditch Paving.3 �'' -'---'�` � � � � o �. Paverment�4 5 N 6 wTHE ELEVATIONS SHOWN SHOW THAT NONE OF THE PROPERTY IS LOCATED IN THE 100 YEAR FLOOD PLAIN. THE FLOOD PLAIN ELEVATION INFORMATION / - RWAS TAKEN FROM PANEL 2 OF 24 FOR LITTLE ROCK, AR. COMMUNITY -PANEL_ `'J050181 OD02 E, DATED NOVEMBER 3, 1993. � Q70�'THE ELEVATIONS WERE TAKEN BY THE PAGS MONUMENT #2090-0083, WHICH i�- '• % © Proposed o HAD AN ELEVATION OF 356.0 FROM THE RECORDS OF THE CITY OF LITTLE \ `,�� -'TUr AfOUnd 0ROCK, AR. J& A ZWvv -PROPERTY CONTAINS: 2.1 ACRES, MORE OR LESS. 3�6• V Ate\ o� �'t'j CO��'` , �-� ��- 11 r O� '40 �� wv o Sig- �� o`er St%9 ..: o o 66.40 N� v - — - 5' No Access Esmt. v �, ��oi�0 �3g 75• 26.03' - - - -- 340 E� - , ' �y C ZONE R-2 �<�� L-_ ALL SURVEY INFORMATION WAS OBTAINED FROM DONALD W. BROOKS CYTExistin Sidewalk _ �i, `r Se2712a - - -- - LAND SURVEYOR AND ALL TOPOGRAPHIC INFORMATION WAS OBTAINED FROM V wy Guardrail " ` ' _ d�THE CITY OF LITTLE ROCK PAGIS. V A \\ V �8��,A V ZONED "R-2" \ \ \ p \ \\ w CUP ' o �\ A QCY Conl-e \,DTP p••xnu•yh•••� \ \\\\\ ion, U. , •••' G1STEp /�Tii F \ \CT A' _ CERTIFICATE OF PRELIMINARY NSAS i SURVEYING ACCURACY 1281 , 5 o' \cation / \ Be I, Paul M. White, hereby certify that s NAruxr- this plot correctly p represents a bound— °•,° ell t r cry survey made of verified by me that all "ff''9 R'� surveying requirments of the State of S ,.'• \ / a� Arkansas and City of Little Rock Sub— a, AL LA�,.•�' _ — t j \ �� F division Rules and Regulations have been ••"•••••••»•^""' I �'�`; t1 j \\ \ _ -or compiled with and a copy of said boundary has been duly filed for record 1 I I: ;' \ ,F"Y��• '4 7 in offices of the State Surveryor and i 1 j t i \ ` \ the Pulaski County Circuit Clerk on 19 Plat Book P \ 7-12 62o Date of Execution 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 engineering requirements of the Little Rock Subdivision Rules and Regulations hav have been compiled with,,-- 7 -lZ-ov, Date of Execution Timothy E. Daters 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 Source of Tile Instrument No Address D.R. — Page '/- ARKMSA3 REGISTERED PROFESSIONAL ENGINEER No.5033 General Notes: 1. Owner & Developer: A.S. Rosen & Associates 9101 N. Rodney Parham Rd. Little Rock, Ar 72205 Source of Title: 20-00017248 2. Linear feet of Internal Streets: 0 Lf 3. Average Size of Lot: 60' x 180' 4. Number of Lots: 8 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: LRWWW 7. Source of Wasterwater Disposal: LRWWU 8. Floodway / Floodplain: N/A 9. Municipal Boundaries: Within Corporate City Limits 10. Phasing Pion: N/A 11. Tract A shall be used for drainage & utilities. 12. All lots will be final platted at the some time. Public Work Notes: 1. The sidewalks and ramps will be brought up to the current ADA standards. 2. There will be a 20' radial dedication of right-of-way at the intersection of Taylor Loop and Oaks Bluff Drive. 3. Right-of-way will be dedicated to update Taylor Loop Road to the Master Street Plan standards. CANTRELL RD W o! aD U_ UJ 2 J U DO rgy�DR Coop O z HI NSON RD p THIS Of X PROJECT VICINITY MAP NITS �o 25' Floodway Setback j W i i O _ -- O - C), N rr1 a.o < O �O'� CD!" 0 O 4 CD \ i PRELIMINARY PLAT Lots 1 - 8 and Tract A Oak's Bluff Addition An Addition to the City of Little Rock April 4, 2000 Rev. April 26, 2000 Rev. duly 12, 2000 © 6!yE=-1IDA71"I W &.4SSOCCM=9 ZV(Co CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET L" F ROCK, ARKANSAS 72201 LITTLE ROCK PLANNING COMMISSION APPROVED, SUBJECT TO THE CONDITIONS AS NOTED IN THE PLANNING C MI SION MINUTE RE D DA ED'• BV• DA °� Job No. 00-0140