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HomeMy WebLinkAboutZ-4343-BB Map 1I I I TYPICAL CARPORTS - FINAL LOCATIONS TO BE DETERMINED. I I 6' TALL WO Q OPAQUE FENCE ON NORTH PROPER T� LINE ITH 8' TALL MASONRY -- PILASTERS ® 50' O.C. I /-Proposed PA.GIS Noc"meat : I % BEGIN ROAD ABANDONMENT Z. 39 19 RESIDENTIAL BLOCK WALL ZONED 11-4 Sam Trust NW1/4 NEI/4 SCREEN DENSE EH CULARRE USE AREAS _ ROM VEGETATIVE CREEN IN RESIDENTIALI AREA 10T0 4RTH SECTION 14 �`• F` �'� C' 6' WIDE SIDEWALK ADJACENT TO PARKING AT BUILDINGS (TYPICAL) M I " TRASH 50 FT i�inL 31 U b�{jV��ta TRASH 31 7 / a1 I I I i I i I I Nil 11 C�TITTl1 ,z A. m TYP 1 a1 A2 BR � AZ 8 o 2 -STORY ON THIS SIDE TY E 1 3 -STORY ON THIS SIDE ' /xxr brink columns 4' brick C°vi 8"x24" lurrms N o O��` �'�-Prvppsad PA06 h nun -rt N ui N87'32 42'W 101 1.20 I a4"x, NO PARKING EMERGENCY VEHICLE STONEBRIDGE APARTMENTS TURN -AROUND. ZONED ill' -18 20 FT WIDE EMERGENCY ACCESS TRACT G --R, THE: RANCH On WITH GATES AND KNOX BOX PLAT BK. H, PG. 224 SECTION 'A' -'A' - LOOKING EAST NTS 6' TALL WOOD OPAQUE FENCE ON NORTH ........................ ox E � m � W " x MULTI FAMILY - PROPERTY LINE WITH 8 TALL MASONRY Pinewood Land Company LLC PILASTERS ®50' O.C. C------------______-- A, N3/4 W1/4 NE1/4 NE1/4 S87°35'41 "E/1656.52' Pinewood Land Company LLC e SECTION 14 A, ZONED R-2 R� o ala X SE CORNER I N3/4 WI/4 NEI/4 NEI/4. (�' --- F 0 --x - seclloN I4 Melva Sullivan TRACT A _ _--- .__------- ----------- CYPRESS POINT WEST - ZONED R _ TYP IA ' 82 Bt Al ' ! r L_ � , - J PLAT BK. G, PG. 668 rJ L B!, )C. 1P U sT a � C T 1 a fy W all complete;y o on this property Uj N Un,[ Fabulation i_ _ i LI (Note-Aunitsael6R,Rumtsa e28R) 1 i !L j--..--.-_ PART OF THE NE1/4 OF SECTION 14, T -2-N, R -14-W, LITTLE ROCK, �t Um. Tvo 4rea i _ ^ '64 A2 Units 1 BR, )Bath 675 SF EA ' '12 Bl Units 2 Br 2 Bath 950SF EA i76 B2 Units 2 Br, 2 Bath _.- 1100SF EA ' ' 152 total units TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE ENGINEERING ACCURACY S87'35'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE © WHITE-DATERS & ASS'OCIATES, IN%. SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT.; I, Timothy Caters, hereby certify that this plat correctly represents a THENCE 503'37'03"E, 186.11 FT.; THENCE 519'46'32"E, 361.78 FT. TO plat made by me, and that engineering qgTabulation� (Bwldlon requirements of the Little Rock -r �Qo Levels Units 4 _Pg Type 2 1/2 story 20 units (10 Ea A2-1 BR units 10 Ea B2 2 B units) - ,�ng'Y�]A 3stor- 24um[s (12 Ea A2-- 1BRumts 12Ea B22BR Units �1-2-- r tl F irpT e�2 3st 24 units U2EaB1-2BRunits 12 Ea B22BR units) _-.. I-- 7dwelli- �ildi tips total i , }} ' _. I Registered Professional CERTIFICATE OF PRELIMINARY Engineer No. 5033, Arkansas SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- CERTIFICATE OF PRELIMINARY PLAT APPROVAL ary survey made or verified by me that all surveying requirments of the State of Al requirements of the Little Rock Subdivision Rules and Regulations Arkansas and City of Little Rock Sub- relative to the preparation and division Rules and Regulations have been submittal of a preliminary plat having complied with and filed for record teen fulfilled, approval of this plat as required. LEGAL DESCRIPTION PART OF THE NE1/4 OF SECTION 14, T -2-N, R -14-W, LITTLE ROCK, Date of Execution Paul M. White, Registered Land PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: Surveryor No. 1281, Arkansas BEGINNING AT THE NORTHWEST CORNER OF TRACT G -R, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; 7-18-12 THENCE NO2'58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 7. CERTIGICATE OF PRELIMINARY TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE ENGINEERING ACCURACY S87'35'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE © WHITE-DATERS & ASS'OCIATES, IN%. SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT.; I, Timothy Caters, hereby certify that this plat correctly represents a THENCE 503'37'03"E, 186.11 FT.; THENCE 519'46'32"E, 361.78 FT. TO plat made by me, and that engineering A POINT ON THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY requirements of the Little Rock 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Subdivision Rules and Regulations have T ALONG THE NORTH LINE OF SAID RACT S THE FOLLOWING: (1 have been complied with. S60 -59'42"W, 222,33 FT.; (2) S67 -55'31"W, 216.27 (3) S49'37'25"W, 122,49 FT. AND (4) S76'22'09'1N, 93.53 FT. TO THE WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15"W, 201.20 Cate of Execution Timothy E. Daters FT.; THENCE N11'39'52"W, 154.44 FT. TO A POINT ON THE EAST RIGHT- Registered Professional Drawn By: Engineer No. 5033, Arkansas OF -WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N50'55'15"E, 43.31 CERTIFICATE OF PRELIMINARY PLAT APPROVAL FT.; THENCE N36'35'14"W, 60.00 FT. TO THE NORTHEAST CORNER OF SAID TRACT G -R, THE RANCH; THENCE N31'09°12'°W ALONG THE NORTH LINE Al requirements of the Little Rock Subdivision Rules and Regulations OF TRACT G -R, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID relative to the preparation and NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING submittal of a preliminary plat having 18.9486 ACRES MORE OR LESS. teen fulfilled, approval of this plat s hereby granted, subject to further provisions of said Rules and Regulations This certificate shall expire. SOME 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 LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 050181 0028 F. DATED OCT. 19, 2001) I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. Paul M. White, PLS #1281 AR M 2 Date of Execution Planning Administrator Little Rock Planning Commission OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. w/ rs x24" columns DEVELOPMENT DATA 152 APARTMENTS (1 -Bedroom & 2 -Bedroom)) Building Area From 8,878 sf to 9,918 sf Apartment Clubhouse = 3,130 SF Total Number of Parking Spaces = 222 EA (NO GARAGE) 24 TOWNHOMES (2 -Story Duplexes) Each with 2 -Car Garage (484 Sf) Building Area From 2,024 sf to 2,200 sf 22 CONDOMINIUMS (1-1/2 Story) Each with 2 -Car Garages Building Area From 2,150 sf to 3,100 sf CLUB HOUSE = 3,400 SF Total Land Area = 805,860 SF Total Bldg Coverage = 162,300 SF (20.10) Total Landscape Coverage = 447,460 SF (55.5%) I I I o 36A 36tI,? r n CIry 113 , A JLC 38.11 ?,` 19 3G_1 t�912 4 : l i I r r Frj 26 F �x N, ?A]YS i i J4AJIB [UMN 2 I 1 f tU ; Gerald & Linda Crochet rLs. .YC leP R Cc STRUG TD ( NLN9=4 cc sT. Ll0 - CO. C4 �Tia�I�:�DO \ \. - 1 H! , r - - i k / ®AD _ - c I Ilv� A �I KM 1L KK QSK i I I t- I : UCKLAN D R \ r' 4A L� 3. -P L� 2B 2A r 1A rl ate: d ,r v i I ING I l 1 A I 1t �) l ExT TCG TYPE IA ISO�' `-,l MCA Al -Rizzo Hussain - _ _ / PROPOSED ��om I PAGISMONUMEI7F-"" �`� L � � � � --_ . _ _. �_ I i I �I �I � 1 �_L��,_,�1 2 C C / / g MSH GATAHR SW t1' T'' ' CR _ v \`10`0POSED; a\ CRASH GATE THRUi FE CE \ PLAYOROU j PAGIS MONUMENT .. GEOTEXTILE GRID f \ SOLID SOD e 13 /\� _ooL� l�J ;' _ - -- 00, o� ...r ,. \.- CLUBHOUSE ZA CT 2'x2' brick coWmne 13 �,•' x�V ' [,M1p s 3 „'� �, ,� Ji 91 20. �� I �x \ 1, :.x� " t� sr", \' ,. (� r • L 41/ CA N C :7..td \ \ N36°35'14"W 60.00, >t EXi.6T'NG 0'S 5' / r %'9 �"+ .,.-' ., \-' CDN55 Cp ..l t \ .. 'EE ( � t PROPOSF.O 1 i EXIST / l,. 4 '\ \ b~ EXLSTiNG "• NG PROPOSED LnCAC, ,\ P \ EXIsT-NO LP l% e �.'_\ EXISTING \ "• �� / �R,• / v ;f G/ re \ xC1 TST \ 7.4e5 i r X N General Notes: A �I✓ ✓ �i �� I. Parcel Size = 18.5 Acres (after ROW Dedication) 2 ! 4 /' 2. Types of Use = Duplexes Townhomes mss, \Z C % �dk� // ,1o� CondoApaminiums RANCH PROPERTIES, INC. �O/s l ,( /// 00 0 \T i / / h� f ARKANSAS BAPTIST SCHOOL 3. Owner/Developer: Parkland H hts Ranch Properties, LLC. O- !y 31. 51k / l i ZONED RAN P*aP <o TRACT S, THE RANCH Nilliams k Dean Architects SET 1, r IRON PIN -''�� V '�'+ t,` �° // �� �' I a� oo PLAT BK. D, PG. 265 18 Corporate Hill Road Suite 210 W/ ea - (W/o 1281) // 10 p Little Rock, AR 72205 \ \ // p (501) 224-1900 4. Source of Title W 5. 0 LF of public street. O9 / 6. Existing Covenants and Restrictions: Ranch Bill of Assurance g3.53 7. Phasing plan : As shown.s 8. Source of water. CAW 1a o P 9. Source of sewer.' LRWWU 10. Sortie portion of the 100 year flood plain -is on this property. 11. Variance -None ALL AREAS OUTSIDE THE "PROPOSED LOTS" Waiver - Screening Requirement along Southeast corner of project SHALL BE USED FOR ACCESS UTILITIES 12. Some portion of the subject property is located in s s LTTLE ROCK PLANN:NG CO'i4l,1ISS;OI`J the flood plain as shown on the FIRM map LANDSCAPING AND PUBLIC AREAS rE=ROJEP,SUBJEC"f TOrlr;�NC,i3On•,S #050181-0029-F dated October 19, 2001. AS NOTED IN' THE PLAN C `+ + 56'ON 13. Subject property is currently zoned PRD. MINUT� 11 RDDATEOtf� 14. All tracts to be owned and maintained by 0 0 60 180 Parkland Heights POA. 15. Common Drives to be maintained by the Property Owners Association. 16. No outstanding cultural features to denote. Property densely wooded. 17. Developer will provide written documentation to allow trash service pick-up in the alleys. 18. 20' Common Drives are 2 -Way traffic (unless noted) with no parking. 19. Storni Water Detention - Not Required 20. Each Townho'me/Condominium will have it's Own Mailbox. 21. The Minimum Finish Floor in this Development will be 265.0 22. Development will utilize local trash pick-up. Trash pick up limits to normal business hour 23. Proposer/ Open Space = 4.53 acres 24. Covered Parking not to exceed 150 parking spaces_ exact locations to be determined ALL LOTS WILL PROVIDE CROSS ACCESS AND CROSS PARKING EASEMENTS. • L Iris"- � =� � -=- DATE: Scale 1 •1 ft 1-14-14 P.evisad 7-18-12 RENAI.`3ANICE POINT nate 6-25-12 © WHITE-DATERS & ASS'OCIATES, IN%. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYINGAT PARKLAND HEIGHT Scale Ve%' 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 1,s�, Sheet of Survey By: Drawn By: Checked By: Approved By LITTLE ROCK, ARKANSAS Job No