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Home My WebLink AboutZ-9878 Preliminary Plat - REVISED 120423POOL & SPA 2 COVERED PICLEBALL COURTS DETENTION DETENTION VISITOR PARKING THIS SIDE ONLY 8" SDR-26 PVCSEWER MAIN8" SDR-26 PVC SEWER MAIN TIE INTO EXISTMH -6H043EXIST. 8" SS MAINEXIST. 24" WATER MAINHALF-STREET IMPROVEMENT5' SIDEWALKPARCEL #44R-760003900 DICKSON BEVERLY 16 CRAPE MYRTLE PL LITTLE ROCK, AR 72210-5673 ZONED R-2 PARCEL #44L0760003500 LITTLE ROCK V LANE LLC 67 HUNT ST STE 206 AGAWAM, MA 01001-1913 ZONED PD-R PARCEL #44L0760003301 ROWAN DEVELOPMENT LLC 12206 W MARKHAM ST STE 110 LITTLE ROCK, AR 72211-2784 ZONED R-2 CUP PARCEL #44L0760003700 VALERO ARKANSAS RETAIL LLC PO BOX 690110 SAN ANTONIO, TX ZONED C-1 KANIS ROADCL90' RIGHT OF WAYCRIMSON DR. (PRIVATE DR.) 26 0.145 AC 21 0.106 AC 23 0.140 AC 22 0.094 AC 19 0.096 AC 20 0.107 AC 18 0.133 AC 35 0.108 AC 36 0.108 AC 41 0.108 AC 42 0.108 AC 24 0.108 AC 29 0.108 AC 30 0.108 AC 40 0.096 AC 43 0.096 AC 28 0.096 AC 31 0.096 AC 34 0.096 AC 37 0.096 AC 13 0.096 AC 7 0.096 AC 12 0.108 AC 38 0.145 AC 17 0.143 AC 32 0.145 AC 6 0.121 AC 16 0.096 AC 11 0.108 AC 5 0.108 AC 10 0.096 AC 39 0.145 AC 15 0.108 AC 9 0.108 AC 44 0.145 AC 14 0.108 AC 33 0.145 AC 3 0.108 AC 27 0.145 AC 8 0.108 AC 45 1.399 AC 58.48'40.00' 6.54' 38.46'45.00'21.55'18.45'41.57' 3.43' 40.00'45.00'16.58'28.42'40.00'36.60'13.40'45.00'6.62'45.00' A =1.3 5' S 0 0 °5 6 '31"W L c =1.3 5' R =8 0 .0 0' A=25.42' S10°31'47"W Lc=25.32' R=80.00'100.58'54.47'40.00'10.55'34.45'25.55'20.54'19.46'25.54'35.04'105.02'105.02'105.02'105.02'105.02'105.02'105.02'60.00'40.00'45.00'105.02'105.02'105.02'105.02'105.02'105.02'105.02' 103.26' 11.09' 44.79'45.00'45.00'40.00'45.00'50.00'40.00'45.00'45.00'40.00'45.00'45.00'40.00'45.00'45.00'40.00'60.32'105.02'56.32'40.00'45.00'45.00'40.00'101.51'347.04'102.71' 102.22'58.80'104.31' 103.82'60.00'40.00'45.00'105.02' 105.02' 105.02'105.02'105.02'105.02'105.02'45.00'40.00'60.01'45.00'40.00'60.00'60.00'40.00'45.00'45.00'40.00'60.00'60.00'40.00'45.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'1 0.109 AC 2 0.108 AC 4 0.096 AC 25 0.096 AC OVERALL PARCEL 6.353 AC S87°50'00"E 285.13'S00°27'29"W 1065.75'N54°45'00"W 347.04'N00°27'29"E 876.23'S88°32'13"E 44.73'S00°27'29"W 45.00' SE COR. LOT 29, KANIS RIDGE ESTATES, RECORDS OF PUL. CO., AR INSTR.#2018037386 15'15' SETBACK 15' SETBACK 15' SETBACK 5' 5' SETBACK 5' SETBACK 20'15' 15' SETBACK 20' SETBACK 20' SETBACK 15' SETBACK 20'15'15'20'20' 20' SETBACK 15'15' 15' SETBACK 20' SETBACK 20'20' 20' SETBACK 20' 20' SETBACK 20'20'20'20'20' SETBACK 20' SETBACK CITY OF LITTLE ROCK PULASKI COUNTY CITY OF LITTLE ROCKPULASKI COUNTYEMILIA LANE (PRIVATE DR)CRIMSON LANE (PRIVATE DR)JACKSON DRIVE (PRIVATE DR)ELLA LANE (PRIVATE DR)49249049 0490 485480475 470466 465460455450 4 3 6 4 3 6 437438440444445450450446 452 4 5 4455488485480475470470465 459 4 5 8460 FF EL. 486.25' FF EL. 480.75' FF EL. 479.75' FF EL. 479.75' FF EL. 472.25' FF EL. 473.00' FF EL. 468.75'FF EL. 463.25'FF EL. 461.25'FF EL. 456.75' FF EL. 466.50' FF EL. 460.25'FF EL. 456.75' FF EL. 456.25' FF EL. 453.00' 444 46 7 473484 488463464 45 9 455454 446 FHCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO-7.0%0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 3+810+000+21479485486 463461457456457460480 0+00 1+00 2+00 3+00 3+18 0+001+002+003+004+005+006+007+008+009+0010+0010+10-10. 1 % -7.5% -1 5 . 9 % -11 .6%-0.7%-28.3%-9.5%-45.7%-41 .6% -12.9 % -3.5% -13.6 % - 1 3 . 1%-30.5%-7.2%-14.6%-9.2%-22.7%-2 7 . 3 %-4.6%-7.4%-29.1%DA = 2.9 A C Q 25 = 8.3 CFS Q 100 - 11.3 CFS DA = 4 . 2 A C Q 25 = 14. 9 C F S Q 100 - 20.4 C F S OUTFALL = 5.4 ACQ25 = 13.9 CFSQ100 = 19.1 CFSOUTFALL = 7.8 ACQ25 = 20.7 CFSQ100 = 28.4 CFS20'20'23.8'20'20'20'20'20'20'20' ACCESS, UTILITY & DRAINAGE EASEMENT ACCESS, UTILITY & DRAINAGE EASEMENT 8' MAX RETAINING WALL 4' RETAINING WALL 4' RETAINING WALL 4' RETAINING WALL 4' RETAINING WALL 4' RETAINING WALL 4' RETAINING WALL 12' MAX RETAINING WALL DATE: JOB NO.: SHEET NUMBER:REV.DATEDESCRIPTIONBYHolloway Engineering, Surveying & Civil Design 200 Casey Drive Maumelle, AR 72113 (501) 851-3366 www.holloway-eng.com 11/30/23 L:\2023\2023-124 Kanis 6.5 Acre Tri-Plex Development for Scott Taylor\Drawings\Sheets\C1.00 PRELIMINARY PLAT SITE PLAN.dwgNOT FOR CONSTRUCTION2023-124SWNE1"=40'GRAPHIC SCALE 40 0 40 80 PRELIMINARY PLATC1.00 FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119C0431G, DATED JULY 6, 2015, INDICATES THAT NO PORTION OF THIS PROPRTY LIES WITHIN THE AREAS OF 100 YEAR FLOODING. CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, J. ERIC HOLLOWAY 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. __________ _________________________________ DATE J. ERIC HOLLOWAY PROFESSIONAL ENGINEER, AR NO. 18898 UTILITY PROVIDERS: NATURAL GAS 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 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 PLUNKETT BARBARA 10800 CHESNUT DR SHERWOOD, AR SOURCE OF TITLE. D.R.________________________________ 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 BOUNDARY FINAL LEGEND BOUNDARY ADJOINER EASEMENT BUILDING SETBACK WATER LINE SS SANITARY SEWER LINE G GAS LINE OVERHEAD ELECTRIC LINE X FENCE DITCH FLOW LINE STORM DRAINAGE PIPE FD MONUMENT (AS NOTED) SET MONUMENT (AS NOTED) CURB INLET/JUNCTION BOX WATER VALVE FIRE HYDRANTFH AIR RELEASE VALVE SANITARY SEWER MANHOLE PROPOSED DESCRIPTION EXISTING DESCRIPTION W WATER LINE SS SANITARY SEWER LINE FH FIRE HYDRANT GENERAL NOTES 1. BUILDING SETBACKS NOTED. ALL CONNECTED BUILDING ARE 0' SETBACK AT COMMON BUILDING LINE. 2. PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING. 3. THE ACCESS EASEMENTS, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE POA. 4. ALL UNITS ARE INTENDED TO BE LEASED OR SOLD AS RESIDENTIAL HOUSING. 5. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. 6. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY. 7. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS. 8. THE DRAINAGE STORMWATER ROUTE(S) TO BE PRIVATE MAINTENANCE. 9. 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. 10. ALL INTERNAL LOT CORNER(S) TO BE ESTABLISHED W/ CAPPED 1/2" SET IRON PIN(S). 11. THERE WILL BE NO PHASING OF CIVIL INFRASTRUCTURE, UNITS WILL BE LEASED OR SOLD AS MARKET DEMANDS. 2% CROSS SLOPE 27' B-B 3" ASPHALT WEARING SURFACE 7" CLASS 7 BASE COURSE AT 100% 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 90% MAXIMUM. (AASHTO T-180). 3. CRUSHED STONE-MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% CROSS-SLOPE. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PLANNING AND DEVELOPMENT. 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.4"9"EXISTING STREET VERTICAL SAW CUT 1' MIN FROM EXISTING EDGE. STREET WIDENING WIDENING EXISTING * CONSTRUCTED SUBGRADE AT 95% MODIFY PROCTOR DENSITY. TOTAL PARCEL SIZE PROPOSED USAGE 6.353 ACRES PLANNED RESIDENTIAL LENGTH OF NEW ROADS 1468 LF PARKING SPACES 81 PROJECT LOCATION ADA SPACES 1 UNIT COUNT 44 UNITS - DUPLEX & TRI-PLEX LEGAL DESCRIPTION: THE SOUTH 2 ACRES OF THE EAST 1/2 OF TRACT 14 AND THE NORTH 3 ACRES OF THE EAST 1/2 OF TRACT 14 SACH'S SUBURBAN ADDITION TO THE CITY OF LITTLE ROCK, RECORDS OF PULASKI COUNTY, ARKANSAS CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, J. ERIC HOLLOWAY, 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. __________ _________________________________ DATE J. ERIC HOLLOWAY PROFESSIONAL SURVEYOR NO. 1803, AR TOWNHOME BUILDINGS 2011015139 TYPICAL UNIT SIZE 52' x 40' (2080 SF)CRIMSON OAKSLITTLE ROCK, PULASKI COUNTY, ARFOR: TAYLORPRIVATE DRIVE DETAIL VICINITY MAP AVERAGE LOT SIZE 0.099 AC MIN. LOT SIZE 0.096 AC.