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HomeMy WebLinkAboutS-0867-DDDDDD Mapi I 1�r",_ I VI ARKANSAS STATE PLANE COORDINATE NORTH ZONE 1 N 157355.94 E 1175545.07 2 N 157296.09 E 1175_511.23_ _ 3 N 157278.46 E 1175467.23 4 N 157291.82 E 1175295.39 5 N 157344.92 E 1175104.57 6 N _ 157339.18 E - 1174813.36 7 N 8 N 157326 88 157269 76 E E 1174775.07 1174793.41 9 N 10 N 157205 74 157325 57 E E 117459410 1174144 73 11 N 157456_39 E 1174025.56 1 N 157580.37 E 1173819.47 -- 1 N 157616 86 E 1173677.30 14 N157584 61 E 1173630.12 15 N 16 N 17 N 1 5759780 157992 77 159075 99 _ E E E 1173520.92_ 1173568.63 1174257.47 18 N 159174.88 E_ 1174415.82 19 N_159215.58_ E 117444-4.86 20 N 158678.39 E 1174775.91 21 N 158688 89 E 1174792.94 2 N 157828 47 E _ 117_5323.18 23 N 24 N _ 157493 80 157489.75 E E 117_5499.19 _ 1175490.05 R 1487.39' CDN32'27'10"E LC 1283.69' TRACT 5, CHENAL VALLEY A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17"E, 208.28 FT.; THENCE S80.03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID WEST RIGHT-OF- WAY LINE, BEING THE ARC OF A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N11'54'08"E, 190.89 FT.; THENCE S76'08'01"E AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N17'21'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT- OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) S29'29'01"W, 68.76'; (2) S68'10'36'W, 47.40'; (3) NORTHWESTERLY ALONG THE ARC OF A 447.46' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N85'33'19'1V, 172.35'; (4) N74'27'04'V, 198.07'; (5) WESTERLY P ALONG THE ARC OF A 507.46' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S88'52'18"W, 291.26'; (6) S72'11'39"W, 40.22' AND (7) S17*48'21"E, 60.00'; THENCE S72'11'39"W, 209.34'; THENCE WESTERLY ALONG THE ARC OF A 430.00' RADIUS CURVE TO THE RIGHT, A CHORD BEARING 3 AND DISTANCE OF N75'04'07"W, 465.08% THENCE N42'19'53"W, 176.95'; THENCE NORTHWESTERLY ALONG THE ARC OF A 420.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N5658'09"W, 240.51 % THENCE N75'36'24'V, 146.79'; THENCE SOUTHWESTERLY ALONG THE ARC OF A 38.00, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 9a S55'38'27"W, 57.14'; THENCE N83'06'42"W, 110.00% THENCE N0653'18"E, \ 397.84'; THENCE NORTHEASTERLY ALONG THE ARC OF A 1487.39' RADIUS CURVE r TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N32-27'10'E, 1283.69'; THENCE N58'01'02"E, 186.69'; THENCE N35'30.40"E, 50.00' TO A POINT ON o THE WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY \ ALONG SAID WEST RIGHT-OF-WAY LINE, THE FOLLOWING: (1) S31'38'39"E, \\\ 631.00'; (2) N58'21'21 "E, 20.00'; (3) S31'38'39"E, 1010.69'; (4) SOUTHEASTERLY ALONG THE ARC OF A 2784.79' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S27'44'23"E, 378.14'; (5) S66'09'11"W, 10.00' AND (6) SOUTHEASTERLY ALONG THE ARC OF A 2774.80' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S22'21'10"E, 144.68' TO THE POINT OF BEGINNING, CONTAINING 54.5236 ACRES MORE OR LESS. \ General Notes: 1. Owner &Developer: Deltic Timber Corporation \ 7 Chenal Club Circle \ Little Rock, AR 72223 2. Linear feet of New Streets: 3310 Lf \ 3. Average Size of Lot: 6.8 Acres 4. Number of Lots: 7 Lots 5. Applicable existing covenants: Chenal Valley Commercial POA �\ 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater In; LRWWU 8. Variances: Multiple Lot Grading with Phase I, Side and Rear Yard 9. Floodway / Floodplain: N/A \ 10. Municipal Boundaries: Inside Corporate City Limits / �% 1. Phasing Plan: As Market Demands 12. For contours and improvements see site plan the ,_- CDS22'07'32"W / \ S \� Promenade at Chenal" LC724.01' „ \ �'• �� \\ N35'30'40"E t9 50.00' 18 300 \ p'L �$O 17 /LeQ 100 0 100 Scale 1" = 100 -Ft gL 1 D\ v / , 1 ELTIC TIMBER / i / \\ q), \�, �\ •\ 6011 / R1377.39' \, / CDS4T41'24"W / LC493.84' Q � ?5' CDS35'21'01"E LC114.07' \\ R125.00' / CDS63'55 17 E LC48.92' / ! F ROSS PARKING AGREEMENT NENTIRE SITE / 011377 39' 1/ DELTIC TIMBER ' o/ ��s Z\,+ N6714'24'E '! �_415' UtTitY Dr9e aina ��• �^ 28.86' j & Sidewalk Esrnt/ j � /J szT ! ! 107 7 ,2 f 72.00 55.0 S62'1 29.01' 31 ` 29.01 rol- f I / P'A 'dP cv. Zo z I R38.00' I CDS34'21'33"E a� LC50.11' o S75' 40, B/d �1 3g 24,E ``' Cine r ' 4• R124.81' J Al83' N/5 36 24" � � \ CDS58'31' 14"E O00 14 146 29. W \ LC77.42' 110.00' � \ CDS43'14'27"E LC34.05' f % �\ O - \ \ \ \ L 0T i '\\ \ LOT 4 ` \ \ �` R2784.79 ✓ \ \ CDS27'44'23"E LC378.14' 10, \ \ CDS55*38'27"W \\ \ CROSS PARKING AGREEMENT / LC57.14' \\\ ON ENTIRE SITE r i R420.00' \ \ R CDN58'58'090W LC240.51' tt �j�l9 \ '9\sibs s1 F� R370 DELTIC TIMBER >s'9s 1, \� \\\CDS6LC246. CENTERLINE CURVE DATA CURVE I FNGTH f)FI TA WAIN TAN6FNT In Cl 457.10' 65'28'28" 400.00' 257.16' C2 261.35' 33 16'32" 450.00' 134.47' C3 1278.22' 51.0T44" 1432.39 685.19' R430.00' CDN75'04'07"W LC465.08' 3 C LOT E R370.00' /t '-59 / CDN85'26'36"E 51-2q0. 9 LC169.60' >,3g'z Is CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY ��- I, Paul M. White, hereby certify that '�•41.. ...•.....,,. �•••'*., this plat correctly represents a bound- SI'A' • '°•• ary survey made of verified by me that all A` S 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 U r boundary has been duly filed for record in offices of the State Surveyor and ' co )",.•° �•':1.. the Pulaski County Circuit Clerk on 1r ii \% 20 in Plat Book -Pa /o-Z6 -0 Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY d pp S p ENGINEERING ACCURACY fil I, Timothy E. Caters, hereby certify C that this plat correctly represents a P1 E% �•i3SA®E� plat made by me, and that engineering N A L requirements of the Little Rock A EN6IIVEE!� Subdivision Rules and Regulations have " x • t have been complied with .=/ � 0 No.5033 a° Z E ion Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas AREAS -� LOT 1- 1,357,065 SQ. FT. OR 31.1539 ACRES LOT 2- 550,326 SQ. FT. OR 12.6337 ACRES LOT 3- 42.002 SO. FT. OR 0.9642 ACRES LOT 4- 31,243 SQ. FT. OR 0.7172 ACRES LOT 5- 29,750 SQ. FT. OR 0.6830 ACRES LOT 6- 44,908 SQ. FT. OR 1.0309 ACRES LOT 7- 26,647 SQ. FT. OR 0.6117 ACRES RW- 293,111 SO. FT. OR 6.7289 ACRES 54.5236 ACRES OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R Page Instrument No. 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 Public Works Notes: 1. ADEQ and 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. \\ PRELI111IIVAR Y PLAT OF' LOTS 7 - TRACT 5 - LOT 6 j w "\ \ �\ AR.lfAN•SA.S .SYSTE,9,:S OFFICE. PQ,4K'_ o� 6�09�0 CHENAL VALLEY 7.46' o`y `� \ ® R2774.80' DS $ 8,W ; \ \` \�� CDS22-21'10"E % gi .26 \ LC 144.68' , to Gas Esmt. - _ 40 �5ry.� Instr. # 89-236 �� �� `\ \ AN ADDITION TO THE CITY OF 1 \ 1 ----_-�/�e R447.46' LITTLE ROCK, ARKANSAS -------- ��� N� CDN85'33'19"W , `� _ �4• 1 o c �1LE, -. SU[31ECTTOTS�(OR ' . V P RAVED• crON 1927, 4„ ` LC172 35' i_ 1pQ� SY�TF S DF ROCK PLANNING COMI'1 A TRACT OF LAND IN SECTION 36, ---- •--� SIT 4- 2 I N f T-2-N, R-14-W, J- - O -- ---03 �0.. �� t TEGti Ti' Luastir,• PULASKI COUNTY, ARKANSAS F c�,. of �• D DATED 1,' % _-.. S1T48'21°E �` a0-937 L��--------- �,4G co`V \ R'�.. 60.00' �, -- S tY \ G`' 1 L OCTOBER 2005 �J DL;TE: v DELTIC TRACT 13, CHENAL VALLEY GMAC CENTER © WHITE -RATERS & ASSOCIATES; INC. PLAT BOOK F, PG. 937 0 CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 05-813P