The URL can be used to link to this page

Home My WebLink AboutS-1424-M - West Site Plan - 091322r II L=132.05' (M), R=316,67' (M), 0- 23,89° (M) CH=N48`42'06'W - 131,10' (M) 20'W - 215.59' (M) 345 r 20' DRAINAGE & 4 W _ 155�69 (t✓) 50 I UTILITY EASEMENT N39°36 5 °_- _- r - I S BUILDING SETBACK " / '- ow •q ,\M p PV � to ,`(O ry '� 5 L=14.8 _ I R=375( 3 15 BUILDING - N36° 45 20"w p_2.3 SETBACK ' - w N36° 45' 20"W 76.81' 90.00* 90-0 �B Nam° 45' 20"W 1� 39°38'45'W - 5412' (M) L=213.92' (M), R=560,00' (M), 6=21,89° (M) CH=N49°42'15'W - 212.63' (M) ,� /\\ � �✓ � °j coo P ' r CID 345 VA / 3 '� 3 y \ 38"W o \ \ Q 335o N3B°56 2, �=38°45'38"W 44,32' (M) /.902 pc46 15'BUILDING SETBACK s �' N �cbp, 45' 38". 45,02 ro L 5• 6 0 / I I 1 4` L.• 1 50' ROW K' S' BUILDING SETBACK -\ 365 - ,.90• _ EASEMENT g'Sw I I 1 Co Ica ' 90 �'� p• 1 ro L=4.1 I 36° 45 L=236,99' (M), R=59,00' (M, �) CH=S50`2306'W 106,88' (M) N36° 45 20 I I , o \ N36° q5 20 \ \ ap�h I I / ° 85.00 d 1 \ l ^'`Yo \ \ P.O.B. 036 45' 20"W ro 2D DRAINAGE & 86,96 UTILITY EASEMENT I $-'w* - 1...- \L=76140' (M), R=200,00' (M), 4=21,89° (M) CONSTRUCT SIDEWALK I' CH=S49°42'15'E - 75.94' (M) 65 WIDE S38°39'45'E - 114,87' <11 C3 CJJ eb Nv o i I \ S60038'53'E - 23,73' (M) ro 7 V a b\ o L=44.71' (M) R=600,00' (M) 6=4,27° (M) 0 2'��0 CH=S58°30'48'E - 44,70' (M) dap " S53°59'18'E - 50,04' (M) _ �000. - , - _ I I I__ co_ I ° S36°44'00'E / / / / CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE SIENNA LAKE PARTNERS LLC 7000 CRYSTAL LAKE ROAD, STE 1 N. LITTLE ROCK, AR 72118 SOURCE OF TITLE. D.R. PAGE INSTRUMENT NO. 2021090803 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE PLANNING DIRECTOR CITY OF LITTLE ROCK CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY P.O.C. L=140,93' (M), R=60C,00' (M), A=13,46° (M), - - SW CORNERSE}SEC.29 CH=S44°52'09'E -, 140.61' (M) - T-I-N,R-13-W FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO433G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. I, JESS GRIFFIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 9/12/22 DATE(JESS GRIFFIN PROFESSIONAL ENGINEER, AR NO. 17170 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, ZANE ROBBINS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. 9/12/22 �4�`v°ifT�/4Qi DATE NE ROBBINS PROFESSIONAL LAND SURVEYOR AR NO. 1853 GENERAL NOTES 1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 150". ALL SIDE YARD SETBACKS ARE 50". 2. PROPERTY IS ZONED'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING. 3. THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF LITTLE ROCK. 4. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING. 5, RESIDENTIAL FLOOR ELEVATIONS MUST BE 1'0" ABOVE THE 100 YEAR FLOOD ELEVATION OF 261.0 AND AT LEAST 1'-0" ABOVE FINISHED GRADE. 6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. 7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY. 8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS. 9. TRACT A & TRACT B DRAINAGE CHANNEL TO BE PRIVATE MAINTENANCE. 10. CONTRACTOR TO REPAIR OR REPLACE ANY CURB, GUTTER, SIDEWALK AND ACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADA RECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY. TOTAL PARCEL SIZE 6.82 ACRES PROPOSED USAGE PLANNED RESIDENTIAL COMMON CPEN SPACE 0.345 ACRES (5`&) LENGTH OF NEW ROADS 805 LF MINIMUM LOT SIZE 0.229 AC # OF LOTS (RESIDENTIAL) 16 LOTS LOTS PER GROSS ACRE 2.35 LOTS/ACRE AVERAGE LOT SIZE 1335 AC LEGEND BOUNDARY FINAL -- BOUND. ADJOINERS - - - - - - - - - EASEMENT O FOUND MONUMENT (AS NOTED) O SET MONUMENT (AS NOTED) 0 CALCULATED POINT UTILITY PROVIDERS 10to] lk"L Reliv! CenterPoint Energy, 401 W Capitol Ave, Little Rock AR 72201 Phone: (800) 922-7552 WATER Central Arkansas Water, 221 E Capitol Ave, Little Rock, AR 72203 Phone: (501) 372-5161 SEWER Little Rock Water Reclamation Authority, 11 Clearwater Dr, Little Rock, AR 72204 Phone: (501) 688-1409 ELECTRIC Entergy Arkansas, 425 W Capitol Ave, Little Rock, AR 72201 Phone: (800) 368-3749 OWNER / DEVELOPER SIENNE LAKE PARTNERS LLC 7000 CRYSTAL LAKE ROAD, STE 1 N. LITTLE ROCK, AR 72118 CERTIFICATE OF RECORDING SIGNED TERRI HOLLONGSW ORTH PULASKI COUNTY CIRCUIT CLERK l a • L. i ;J i � F �, . �(j' r PROJECT R .'LOCATION x a p ,s JESS GRIFFIN, PE a/ 5 KINGSTON DRIVE '' A," LITTLE ROCK, AR 72227 } T TEL (501) 690-3456 JGGRIFFINPE@GMAILCOM ... r , �� - 'ham ', , t+ `gym.' •: 1 f 9, 4^,} II VICINITY MAP 1 OVERALL TRACT DESCRIPTION: Z O H a U Tn W A PARCEL OF LAND LYING IN THE SE'/° OF THE NW % AND IN THE SW % OF THE NE X OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: W COMMENCING AT A 1" PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST OF SAID Q SECTION 29; THENCE N 00°00'00" E, A DISTANCE OF 2,601.04 FEET TO A POINT; THENCE N 90°00'00' E, A DISTANCE OF 358.88 FEET TO THE POINT OF BEGINNING; THENCE N 46°48'44" E, A DISTANCE OF 17S.72 FEET TO A POINT, THENCE N 38°45'38" W, A DISTANCE OF 44.32 FEET TO A POINT; THENCE N 50°21'15" E, A DISTANCE OF 185.86 FEET TO A POINT; THENCE N 39°38'45" W, A DISTANCE > Ld OF 54.12 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 560.00 FEET AND x LENGTH OF 213.92 FEET, CHORD BEARING OF N 49°42'15" WAND DISTANCE OF 212.63 TO A POINT; THENCE N 60°38'53" W, A DISTANCE OF 23.73 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 316.67 FEET AND LENGTH OF 99.77 FEET, CHORD BEARING OF N 48°42 O6" W AND DISTANCE OF 99.36 FEET TO A POINT; THENCE N 36°45'20" W, A DISTANCE OF 231.81 FEET TO A POINT; THENCE N 39°36'54" W, A DISTANCE OF 155.69 FEET TO A POINT; THENCE S 50°23'06" W, A DISTANCE OF 96.98 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 59.00 FEET AND LENGTH OF 236.99 FEET, CHORD BEARING DES 50°23'06" WAND DISTANCE OF 106.88 FEET TO A POINT; THENCE S 50°23'06" W, A DISTANCE OF 148.81 FEET TO A POINT; THENCE S 36°44'00" E, A DISTANCE OF 362.16 FEET; THENCE S 37°34'26" E, A DISTANCE OF 22.06 FEET TO A Q POINT; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET AND LENGTH 7 N Z OF 140.93 FEET, CHORD BEARING OF S 44°52'09" E AND DISTANCE OF 140.61 FEET TO A POINT; THENCE Z Y S 53°5918" E, A DISTANCE OF 50.04 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET AND LENGTH OF 44.71 FEET, CHORD BEARING OF S SV30'48" E AND DISTANCE O Q OF 44.70 FEET TO A POINT; THENCE S 60°38'53" E, A DISTANCE OF 23.73 TO A POINT; THENCE ALONG A \\ CURVE TO THE RIGHT WITH A RADIUS OF 200.00 FEET AND LENGTH OF 76.40 FEET, CHORD BEARING OF / U >-: S49°42'15" E AND DISTANCE OF 75.94 FEET TO A POINT; THENCE S 38°39'45" E, A DISTANCE Q Z OF 114.87 FEETTO THE POINT OF BEGINNING. hZD m_w0 ZD 7- Cn L1.J Ee LU< CLQ zZj QZ �,z IL J �12 G J Q zo W z Z � W O PW 22 I J� REG P F �0' ROW N SOLID 26' SODDING 3" ASPHALT WEARING SURFACE CONSTRUCTED SUBGRADE AT 95%MODIFY PROCTOR DENSITY. GENERAL PAVING NOTES 1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180. 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 907.MAXIMUM. (AASHTOT-180) 3. CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 1007.MAXIMUM (AASHTOT-191). 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2%CROSS-SLOPE. THICKNESS SHALL BE DETERMINED BY SOILTEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. 20'-0' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. *NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS. CLASS 3 OR 4 CURB & GUTTER STREETWIDENING EXISTING STREET VERTICAL SAW CUT 1' MIN FROM EXISTING EDGE. WIDENING EXISTING O SN" .......... �c ;• ROBBINS '.•n PROFESSIONAL - LANDSERVICES j 9•• #4151 =4: s No.17170 Fig ZI GRAPHIC SCALE 1"=20' 0 40 80I JOB N0.:2021-001 DATE: 9/12/22 DRAWN BY:JGG SHEET NUMBER: C00031