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Home My WebLink AboutS-0285-MMM Mapa VICINITY MAP THI PLAT----- 1"=2000' TRACT G,,, " THE --RA rC9' PLAT Bh E, PC. 450 NCH a'�j Rsh'IS I - - --- v,0�,�+4 -- 100-YEAR FLOOD ELEVATION 100 0 100 300 STATE HWY. 1a aR. A 1 I.. ,. M AR SAS 1 S88'37' 13" E 381 10'- - PANEL#0501810037IR 1/ e N�Noac�y� i- 25 BLDG SETBACK = 1 0 g2 -- -- N a'- ...' DATED �o/� s/2oo1 Scale a l e 1 O f t /N88 5ti`42" E c x o i' R348.31' �_ `- C,DN81'58'24! CNENgL PARKWAY 'E F - 124.52' // L>r,1 13.90' .'-R924 93' w o R288.31' CDS0937'50" W l o HALF STREET IMPROVEMENT CDN80'45'O1 .E LC78.11 j ca2.11 WILL BE MADE TO PATRICK - COUNTRY ROAD WITH THE I -- CERTIFICATE OF PRELIMINARY FIRST ADJACENT LOT I _ SURVEYING ACCURACY N DEVELOPMENT. I I o ' TRACT E75 thisaplaMcorrectlyhrepbese tslfa bound- 6 that ' TRACT E-4 R W RIGHT OF WAY DEDICATION - PROPOSED _ &STREET IMPROVEMENTS S ary survey made of verified by me that all p� surveying requirements of the State of TO BE -'CONSTRUCTED BY Arkansas and City of Little Rock Sub - DEVELOPER WILL DEDICATE DEVELOPER. division Rules and Regulations have been R.O.W. TO 30 FT FROM c�'11 complied with and a copy of said CENTERLINEI ' _ ; boundary has been duly filed for record . TRACT E THE RANCH �u ;° in offices of the State Surveryor and the Pulaski County Circuit Clerk on PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY. - ' r , _ c` 19in Plat Book _Page #10, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: 47 ••. -I BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ' CDS 1 1"E ARKNASAS STATE HWY. #10 AND THE WEST LINE OF THE E1/2 OF SAID 50, ROW 411, L - 132.33' \ S� Off\ Date of Execution Paul M. White, Registered Land SECTION 14; THENCE NO3'07'09"E ALONG SAID WEST LINE, 1054.44 FT. Surveryor No. 1281, Arkansas TO THE SOUTHWEST CORNER OF TRACT G, THE RANCH; THENCE N8656'42"E ' \ "I ALONG THE SOUTH LINE OF SAID TRACT G, 124.52 FT.; THENCE EASTERLY AND �� Im 404' _ Y o / S ALK CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288.31 FT. RADIUS �� \ I� LOT D-% _ S \ ��s�du 1 E�p f o CERTIFICATE OF PRELIMINARY CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N8045'01"E, r`� I sue' Q 82.11 FT.; THENCE N72'35'08"E AND CONTINUING ALONG SAID SOUTH LINE, Q o 27¢-- _ I �� N ENGINEERING ACCURACY T176.58 HE ARC 'FTAENCE EASTERLY AN CURVE CONTINUING THEALONG R G SAID CHORD LINEBEABEINGNG �+ \ m O id 4RKXN, l�ti 20 W ,N _ I, Timothy E. Daters, hereby certify DISTANCE OF N81'58'24"E, 113.90 FT.; THENCE N88'37'13"E AND CONTINUING 0- �tl - I I o m !° L-0T '2,.'`, ++ RFCySTE13Ert� k that this plat correctly represents a TH�NCENG SO61ID �39' W UTH IALONGSTH� WEST RIGHT-OF-WAY Fr. TO THE SLIN �OFECH�NONCEAUTRACT BLVD.' I in 1,. TRACT E�.F) �' \ 3RACT F T�� RANCID �► j; 1D� �i• 187.21 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE __N plot made by me, and that engineering ' Z01' ' � _ flii�i�rl�EER requirements of the Little Rock BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND TRACT E-`� � M `J / m' E� ^O �� / -PLAT BIC. -PG -sty a 70 \ . a . ��w' Subdivision Rules and Regulations have DISTANCE OF S08'37'50"W, 78.11 FT.; THENCE S11'0302 W AND CONTINUING ALONG I o !v , Zp1E No.5033 ��f� have been complied with. SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG I W N 3 746 a�. -�Ty SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE o l PAOIS AIONUMEM 297, 14Q4l E _ Y E. LEFT, A CHORD BEARING AND DISTANCE OF S06'45'02 W, 147.70 FT.; THENCE PROPOSED Y D$42'E-0 D4' T�ENCE0N8732 D59CwNANDUING CONTINUINGLONG SAID A ALONG WEST WEST RIGHT-OF-WAY OF-WAYLINE 3LZNE, 20.00 FT.; o TRACT E % Q LC Date of Execution Timothy E. Daters n� THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING M 380' m '~ Registered Professional THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING I z �5\ 20) \\IX Engineer No. 5033, Arkansas AND DISTANCE OF S09'11'25'W, 212.41 FT.; THENCE S15'55'48'W AND \ CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 48.42 FT.; THENCE R984.93' LOT D-6 B��\ �9• LOT 1 SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, �• C „TH BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD j I CDSO6'45'02 W R924.93' S _ \ TR T P, E RA' CH LC 147.70 c� BEARING AND DISTANCE OF S61'54'207W, 57.52 FT. TO A POINT ON THE „'----CDN06'45'02 E 9� BK.➢, PC. i5 SAID NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE LC138.70' -- C \ CERTIFICATE OF PRELIMINARY PLAT APPROVAL WESTERLY ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING BEARINGS ANDIN �1 DISTANCES: jIAll N72'07'08"W, 37.19 FT.; N75'37'14"W, 246.39 FT.; N72'03'23"W LrC�j f --~' _. _ / Subdi�sionmRules oand Re'tulatio�sk TRACT E-7 380.42 FT. AND N24'28'40"W, 70.00 FT. TO THE POINT OF BEGINNING, I _ I I ,fi \ 9 CONTAINING 1.020,040 SO. FT. OR 23.4169 ACRES MORE OR LESS. ! PROPOSED W _ `� relative to the preparation and C�VF I 5' SIDEWALK �8Q_. _ _._ I o 260' !�& - been submIttal of fullfilled,aappro al of hlst plathaving N 9 I R984.93' is hereby ranted, subject to further CDS5 N I 8'05'59° E �\� I Sp' fAsf N o LC353.37\� i provision of said Rules and Regulations ` Mf T nl Z a LOY' D-5 \ This certificate shall expire. Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does not 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. Any proposed access driveways will be private. The public may have access to all private driveways for the purpose of servicing and maintaining or repairing of all public facilities. 8. Streets to be a minimum of 30' wide in a 60' right-of-way. 9. Average Lot Slope = 3.5% 10. Easements for proposed stormwater detention facilities are required. 11. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 12. 20' radial dedication of R.O.W will be provided at all intersection. 13. Street design will conform to the master street plan. General Notes: 1. Owner & Developer: Financial Centre Corp. Ranch Properties, Inc. 900 S. Shockleford, Suite 300 Little Rock, AR 72211 Source of Title: 89-62166 2. Linear feet of Internal Streets: 1900 Lf 3. Average Size of Lot: 400' x 400' 4. Number of Lots: 14 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wosterwoter Disposal: LRWWU 8. Variances: None 9. Floodway / Floodploin: None 10. Municipal Boundaries: Inside Corporate City Limits 11. Average Slope of Lots is 3.5%. 12. Cross access easements will be provided between lots. 13. Phasing plan: I - Ranch Drive & Chenonceau Blvd 11 - Lots will be individually developed based upon market drive LOT D '4R40.00'-<' ._. z � �� 284----_._.-..-- C � Date of Execution Planning Administrator D.S20' 10'35" E ITRACT E-2 F -- s9 LC59 R 46 M 2' e '1 20. 0 ` _ _ EX. ACCESS DRIVE Q)C C45 .96' I out AND W /^ OWNER OR DEVELOPER \e'D o TRACT E�> I _ - LOT B-1 \G $E% --' 5 SIDEYI I M Date of Execution Name \ 6gCK R904.93' 1 N� �� TRACT B,,;"THE RAl�rl,"H % S°• .9C ` --- - l R _� R 1004.93" \ �"` \-_..` \ \ p / �A� PLAT. BIG E, PC. u`07 CDS09'1 25' W� scopes BU / LC212 1 - CDN09'1 1'25"E Q% \ -- LC235.88' ;- 26 �,1\ \ Address �.\` /� �`, g` �� R175.51' cum Source of Title D.R Page PROPOSED IDEWALK ` S1 0••;,�... / / ' \ \ 5 0 �E�/ j , Instrument No. CDN26'14'2 v _ 42 EXIST\ LOT D-1 / / Lc 33.0 ' �� PC-4 CULVERT - \ _� , PLAT BK. G,- � 21 ' N73_- - q? \ h 24g 7'14bw ` Y��. _` / / 2?8 0 2p.. 3g. Q8„ �, -- ---- -2 a ,. CDN26' - , 9' W T „ ACT HE RANCFI' Q O � DEVELOPER WILL DEDICATE R.O.W. TO 55 FT FROM CENTERLINE AT ALL LOCATIONS. 0 t'yV7'q Y E, PG. 509 R40.0 oI / LOT D,-,2 P"j CDS6 54120 W 'a "°`�`"� \ > / % �LC57 2' ^'6804,4°' contlso, / /L LOT D-3 M PRELIMINARY PLAT moo BL 50 , c \ \ �ETg�K /� arO \ 38.>w.ond opag `j 1, \ jN� QO 7] f] I 1 Y sc �/ -- . ,o �e� Tract D & N - o \ N7 '31'30^W 2 - 1J - 92 ��3 TheRanch - Z am WX- R40'0o An Addition to the City of Little Rock o ONE --CULVERT ` 6'0639 IN _ ti 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. June 7, 2004 June 24, 2002 July 24, 2002 _ iVV(Y,rn Rev October 7, 2004 VV LC111L 11 LCe�11/�� Pr�CGE�1M�S L�g.n�a 12T�e O4-Ag 11d V 14�0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job Number: 00-0134