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HomeMy WebLinkAboutS-1440 Map 2fnd. iron piniE-- �^� M \ ,1 ❑ I _ _ M CERTIFICATE OF PRELIMINARY CERTIFICATE OF PRELIMINARY PLAT APPROVAL /-� r I I I ^ _- SURVEYING ACCURACY Subdivision Rules and Re I- All requirements of the Little Rock ��� \ O E`� 21g•O I, Paul M. White, hereby certify that 9 I this plat correctly represents a bound- relative to the preparation and I 'r ary survey made of verified by me that all submittal of a preliminary plat having I L surveying requirments of the State of been fulfilled, approval of this plat mil? N S �0 Arkansas and City of Little Rock Sub- is hereby granted, subject to further 'I L- Air g�'fR � \ division Rules and Regulations have been provision of said Rules and Regulations complied with and a copy of said This certificate shall expire. boundary has been duly filed for record 20� tfy�,. - in offices of the State Surveryor and - ss h ��, +O• the Pulaski County Circuit Clerk on Date of Execution P 19 tannin Administrator ' 4 � in Plat Book _Page 9 Date of Execution Paul M. White, Registered Land / \ Surveryor No. 1281, Arkansas OWNER OR DEVELOPER Date of Execution Name ZONED R-2 a -•.� CERTIFICATE OF PRELIMINARY 1 •� \ ENGINEERING ACCURACY I p \<p \ I, Timothy E. Deters, hereby certify Address ZONED R 2 1 i i \ \ j that this plat correctly represents a Source of Tile D.R._Poge y Lp CD- v \ j ..\ plat made by me, and that engineering �. requirements of the Little Rock Instrument No. Subdivision Rules and Regulations have ❑ I eP - \ \ > ` \ have been complied with. _ I fnd:-1[Y MPS \ \ - _ 0.75' West- PP _ _ wire fence I Date of Execution Timothy E. Deters - - - "- - - Registered Professional C J 1 I PP 4' chnik. fence PP \ ' I I I •,.I _ oy "tee I .... \\ ^ Engineer No. 5033. Arkansas �(� I I I � � Io /�/�._\\ \L - I ----ems _ \ �\ S� .• \ \ n _ coot. O�U � i s:�° I'Z1aI red Y1 j \ /�j"�' / bill 4 I 1 ////�re.L- ( r Ioiz �°ee�A '.... J. / v I \ I I Qom. et. . tall opaque screen fence \ POD * p B 7 MJ YY OODALL LANE (PRIVATE DRIVE I I 5 m PP L J os met fnd. cotton -spindle I I 9a�PWile tell rl>lu i",.1a ..• ,00d.,deck _ \O �:. '`..\��y 0�3jFO.c \S \ I I .---`�ZS---•-/ `_.�\. ` (Southeast corner - \\ r� F RAM YS -. .as ha¢ drive __. f on. sewer ='- _ o ss trill f-....__ -_o �•O�a d I SECTIONW244 NW7/4 NE7/4Tq- >,.. -OL•r ARM .`\ \ I PP ./fit tale riser -.- -gip- -s.._ -:----•-__� nA - - �_v�',., dp° ...79a \ •� _yam . - - -_ tilt _` \ I 1 1 a ;`(ip -77 PLS 964 PP -_ _ A8 - "-P-- e _�_ - -(nd 1/Y pipe \ /> O, \ 10' RIGHT-OF-WAY AGREEMENT----III-� i wet. medf 018 east i I NSTR. 88-27725 I 4'. ou # ae. 1'3 fnd. Non fin 0,20' east / \ LJ I LJ 0 I o3 it,3?�. o r\ \ ss mh J I o1 %70 -- \ < PP 1 I I I 1 - o 1 o I frame garage fss, 2p - - \sNmh,l I I I 3 1 I I I a0 • �e f � ss mh till 21" -o- -sewer - I I I I I I L.---J I n z rhl` I -- were fence ir�?in Tra.0t A, - ZONED' R-2 I i145' Man �ngI OPEN `'PACE. 130' --- ( 77rN I O I i i - I I- - BONED R 2 I0I Tz 14 I I I CJ 8' toll wrought iron I. 8' tall opaque clean feREPOSED I 1 - I T �I 1 1 i I i pce 2I 150' 130 jl /1 I fnd. 1 /7 P I I ' I 7 --- I 0.85east mh------------145' I ss mh� i d 1 >3 �� ,: 9_ r r I J II PART Pam/ 1 ly i`4 9/4 13 i aI I 9 o 1 I' I I I- N O PRIVATE DRIVE) 1 I LUCKY LANE (_ _ - - - _ 1' to N mI I �- Y _ I \------�------'�-- I fnastee st DlPe NI NI I r- - -- �� - - - --- 12 I YI --- \ r i Y plow -off 149' I NI i I I `'. � � � i I .• I I, i ' 145' '_ -_ _ _ _ _- -I - 1 -at c o- 130. - %n N 1 T I i l 1 i of I v I ° UI to 1�I NI 1� PF20PPAGIs �Sr0 I i I^ I rn --- 4 ONNU EENMf J - 8' tall wrought iron - fence I o 66' k t g? Ada I - - I 110 "� _ - gated an 8' tall opaque two* ZONED R-2 I \ N I I --1 I I O J I I 8' tall Wrougft iron fence ry IF tt , i � M .- -I_ WI 4 I L_� I I' a a1I 30' RIGHT OF CA CESS EASEMENT J // I I QI 4 L J INSTR. # 2002205787 fnd. 1-1/2' pipe on line �_ _ /O�a J / / I I; ''fip8 PL5 1375 ss mh Il lele riser east - o der wire fence met - grave rive '.. o I d' r- -- _ _ - - - - - - - - -..- - - _ _.. ___- 3E 3E ile riser _.._. _ �..__. _._.. -/ - ___ 8' tall opaque xraen fence 1 o-- I _ --- ---------- ------ -� son sewer-- --.-ss m6--- --- -- 1,. �e,ra..J 0 9'� Ciao, SE"'r,.ER--ESler - _ - -_ - -_ - - - --� �= v �239.40_ - o J1 d I �J s� NSTR.96-83918--_----- J__- �' _-_- �_�- ___ ss mh ss h NI }Iyr , , �_ _. �s 1¢s -�� - __ � _ -�- �__ I _ �- tnd. 1 pig / r 11 r ---�"'a ` 9 y was a wet. met. I w,t '� - N89` 3 02W 466.28 I I wet. Iv� _. __ P: _ - _' - _--+s gas met.__.._ .___.---- PP , goY £wet._ met ____-__._ ___-.___ _`__" ___- -_ _._._. __ _ _ -blow-off' - - - - - 206' - - - - - - - - - 120' 140' ---- - ----- -- - --- as met. -- - -- --' f_. 95' east - - I 4' chnik. fence - 9 i r' 4 chnik. fence l' evidence of - G; P°- FORESTLANE I / evidence of Ind. 1/7 pipe wire fence Ind. pica 020Y pipe I / Southwest corner were fence 0.40' north 0.40' north tthh PP II a 4' north ,sou -- - 4' chnik. fence II 5:6 west (PRIVATE DRIVE) -- f E7/2 NW7/4 NE7/4 1 SECTION 24 • � ' � -- � .._r�ll 8' tall opaque xroen fame sac L _ o/ ✓ _ _ ZONED -1�-2 n P 4r L J L 50 0 Scale 1" 50 = 50 ft MEASURED DESCRIPTION 150 PART OF THE NW1/4 NE1/4, SECTION 24 TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF THE E1/2 N01/4 NE1/4, SAID SECTION 24; THENCE S89'43'38"W, ALONG THE SOUTH LINE OF THE W1/2 NW1/4 NE1/4, SAID SECTION 24, 640.82 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF TAYLOR LOOP ROAD; THENCE NOO'22'S6"'E ALONG SAID EAST RIGHT-OF-WAY LINE, 30.0 FEET TO A POINT; THENCE N891 641.44 FT. TO A POINT ON THE WEST LINE OF THE E1/2 NW1/4 NE1/4; THENCE N01'33'46"E ALONG THE WEST LINE OF SAID E1/2 NW1/4 NE1/4, 947.87 FT. TO A POINT IN THE CENTERLINE OF SNYDER CREEK; THENCE SOUTHEASTERLY ALONG THE CENTERLINE OF SNYDER CREEK THE FOLLOWING BEARING AND DISTANCES: S25'30'36"E, 187.71 FT.; S40'27'17"E 178.90 FT.; S59'46'15"E 171.37 FT. AND S75'42'18"E 119.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF BELLA ROSA DRIVE; THENCE S02'07'17"W ALONG SAID WEST RIGHT-OF-WAY LINE 559.06 FT. TO A POINT ON THE SOUTH LINE OF SAID E1/2 NW1/4 NE1/4; THENCE N89'43'02"W ALONG SAID SOUTH LINE 466.28 FT. TO THE POINT OF BEGINNING, CONTAINING 7.9006 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) A 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 # 080181 0037 F, OCT. 19, 2001 ttVV W 130' INGRESS -EGRESS EASEMENT ;i - -. M'POOK 659. PAGE 277 t I w a�ifITHIN RIGHT-OF-WAY JJ - - - a,I IOF BELLA ROSA DRIVE l� n Yl i Lit 9s I DEVELOPER WILL I I } CONSTRUCT 1/2 OF A 26' RESIDENTIAL STREET INCLUDING SIDEWALK 1 L-_ General Notes: 1. Developer & Subdivider: ` Clint Wilson o __ C1 I� if I o 11,101 Rodney Parham Road Little Rock, Ar 72212 I N I E I (501) 227-8602 Source of Title: All parcels under contract. 2. Linear feet of Internal Streets: 750 Lf !; I l 3. Average Size of Lot: 75' x 130' & 120' x 145' .o 4. Number of Lots' 14 Lots I I N 1 l 1 5. Applicable existing covenants: None I (- I i J - 6. 7• Proposed Open Space: Tract A - I I I ( Source of Water Supply: Central Arkansas Water nih 1 / I ( I I 8. 9. Source of Wasterwater Disposal: LRWWU Variances & Waivers: I 1 d L- -J I' I I y 1) Private Subdivision �1 I ,- rIPP � 2) Storm Water Detention 3) 8' Tall Privacy Fence 10. Floodway / Floodplain: As Shown 121 I I °q'°r 11. Municipal Boundaries: Little Rock City Limits I I I in N' (� I 12. Phasing Plan: One Phase pi I I I UO U 13. Average Slope of Lots = 39 jl� I wa l d 1104 11 0� Y hI � Cl LD I I 11 0 ILL I o �' I I I} 11 11 3" q �l LI 0o = U W 5 Z I 1 , 11 DEVEL PER WILL II 11 CONS 26' R I' UCT 1/2 SIDENTIAL OFA STRE Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Developer is requesting stormwater detention to be waived. 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. Streets to be 24 ft. wide in 45 ft. right-of-way easements unless otherwise as shown. & Average Lot Slope = 3% 9. Easements for proposed stormwater facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. INCL ING SIDEWALK II s'l I I I I I I { n,r L JF- PRELIMINARY P s 11 h l I1r :� L p$ 2004 11 El Lots 1-14 BY: _ \\{e�mh Bella Rosa Estates ' An Addition to the City of Little Rock / JUNE 7, 2004 Trjj j%R�EVPIJSvrE�9D::J �(JvU�LyY ,(�7,, 290044 Vj%(� vf�91'�9�9 1j�\y/j9 © VV S1Z11( Li 1Ln=1LUA 11 HLU6Y mi Ld1611h1 o /[.y 11 1 s, Lll V ( o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job Number. 0