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Home My WebLink AboutZ-8959-B Site Plan - REVISED 051523FH FH FH FH S39°22'05"W 337.61' S88°02'34"W 912.00'N01°51'37"E 651.99'N89°40'21"W 655.42'N01°48'37"E 204.63'N89°33'05"E 1249.13'S33°45 '04 "E 267 .36 ' PARCEL #44R0760003000 SACHS SUBURBAN WHITE B J 14703 KANIS ROAD LITTLE ROCK, AR PARCEL# 44R0760001300 SACHS SUBURBAN H AND M REALTY CO 2800 VANCE ST LITTLE ROCK, AR PARCEL #44R0760005200 SACHS SUBURBAN MOON DISTRIBUTERS INC 2800 VANCE ST LITTLE ROCK, AR PARCEL #44R0760005400 SACHS SUBURBAN MOON DISTRIBUTERS INC 2800 VANCE ST LITTLE ROCK, AR PARCEL #44R0760004901 SACHS SUBURBAN MOCO INVESTMENT LTD PARTNERSHIP PO BOX 242778 LITTLE ROCK, ARKANI S ROADCL SHAFFER WAYCL VALERIE COURTCL GLANCY DRIVECL 50' ROW, ASPHALT PAVED 50' ROW, ASPHALT PAVED 50' ROW, ASPHALT PAVED 1 2 3 45 6 8 7 OVERALL 20.348 AC FUTURE ROW DEDICATION 0.289 AC 9 10 11 A=506.03' S45°02'28"E Lc=502.77' R=1284.06' 23.11' 1226.02' 17.80'319.82'S35 ° 1 8 '59 "E 3 95 . 6 5 ' A=299.28' S44°41'12"E Lc=297.95' R=915.00' S5 4 ° 0 3 ' 2 5 " E 9 6 . 1 9 ' N90°00'00"W 628.55'N00°00'00"E 332.37'POC NORTHEAST CORNER SACHS SUBURBAN TRACTS ADDITION TO THE CITY OF LITTLE ROCK, FILED OF RECORD AS BOOK 87, RECORDS OF PULASKI COUNTY ARKANSAS BUILDING #16 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #15 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #14 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #13 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #12 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #17 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #18 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #19 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #20 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #23 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #22 2 STORY BRICK 4 UNITS 4810 SQ. FT.BUILDI N G #212 STORY BRI CK 4 UNITS 4810 SQ. FT. CLUBHOUSE 1 STORY BRICK 3106 SQ. FT. BUILDING #27 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #26 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #25 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #24 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #30 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #29 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #28 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #2 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #3 2 STORY BRICK 4 UNITS 4810 SQ. FT. BUILDING #4 2 STORY BRICK 4 UNITS 4810 SQ. FT.BUILDI N G #12 STORY B RI C K 4 UNITS 4810 SQ. FT.BUILDIN G # 5 2 STORY B R I C K 4 UNITS 4810 SQ . F T . B U I L D I NG # 6 2 S TO R Y B R I C K 4 U N I T S 4 8 1 0 SQ . F T . B U I LD ING # 7 2 S TO R Y B R IC K 4 UN I T S 4 8 1 0 SQ . F T . B U I LD ING # 8 2 S TO R Y B R IC K 4 UN I T S 4 8 1 0 SQ . F T . B U I LD ING # 9 2 S TO R Y B R IC K 4 UN I T S 4 8 1 0 SQ . F T .BUILD ING #102 STORY BRICK4 UNITS4810 SQ. FT.BUILDING #112 STORY BRICK4 UNITS4810 SQ. FT.13 6 10 8 8 6 5 7 7 5 RETAINING WALL RETAINING WALL 6 POOL MAIL KIOSK AREA R40'R52'R40'R52'R25'R25'R25'R54' R25'R25'R25'R25'27'27'RETAINING WALL 57.3'57.3'20'20'20'20' 36.7'21.4'41.6' 2 0 ' 102' EXIST. 24" DIP WATER MAIN PROPOSED 8" SDR-26 PVC SEWER MAIN27'27'57.3'57.3'20'20'20'20' 36.7'21.4'41.6' 2 0 ' 102' 175.4' 248.9'188.9'105.8'68.5'67.7'64.9'2 9 . 7 ' 20.4'20' 20'70.6'20' 20' 2 0 ' 2 0 ' 2 0 ' 20'20' 20'20' 20.2' 20' DETENTION AREA #1 DETENTION AREA #2 DETENTION AREA #3 DETENTION AREA #4 PHASE 1 PHASE 2 PHASE 3 PHASE 4 A=45.18114.8 CFSA= 2 0 . 4 6 A C . 52. 0 C F S PROFILE VIE W - S W T O NEPROFILE VIEW - N TO SVALERIE PLACE ADDITIONLITTLE ROCK, PULASKI COUNTY, ARFOR: ROWANSHEET NUMBER: DATE: JOB NO.: DRAWN BY:REV.DATEDESCRIPTIONBYHolloway Engineering, Surveying & Civil Design 200 Casey Drive Maumelle, AR 72113 (501) 851-3366 www.holloway-eng.com 5/12/23 S W N E GRAPHIC SCALE 1"=60' 60 0 60 120 L:\2023\2023-043 Valerie Place Townhomes - Jacob Chi\Drawings\Sheets\C0.01 PRELIMINARY PLAT.dwgNOT FOR CONSTRUCTION2023-043 MDR PRELIMINARY PLATC0.01 VICINITY MAP 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. BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD-83 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 ROWAN DEVELOPMENT LLC 12206 W MARKHAM STREET, SUITE 110 LITTLE ROCK, AR 72211 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. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 15'0". ALL SIDE YARD SETBACKS ARE 5'0". 2. PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING. 3. THE ACCESS EASEMENTS, CARTER LANE COVE, 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 SINGLE FAMILY HOUSING. 5. ALL RESIDENTIAL FLOOR ELEVATIONS MUST BE 1'0" ABOVE THE 100 YEAR FLOOD ELEVATION AS SHOWN ON THE UNKNOWN TRIBUTARY OF THE LITTLE MAUMELLE RIVER. 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. THE 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. 50' ROW (PW-22) 2% CROSS SLOPE 27' B-B 3:1 M a x . 3:1 M a x. 3" ASPHALT WEARING SURFACE 7" CLASS 7 BASE COURSE AT 100% MODIFY PROCTOR DENSITY. CLASS 3 OR 4 CURB & GUTTER SOLID SODDING 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 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.3"7"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 20.656 ACRES PLANNED RESIDENTIAL LENGTH OF NEW ROADS 2633.972 LF PARKING SPACES 81 PROJECT LOCATION ADA SPACES 4 UNIT COUNT 30 - 4 UNIT TOWNHOME BUILDINGS LEGAL DESCRIPTION: Part of Tract 9 and Block 16 & 17 of the Sach’s Suburban Tracts, Pulaski County, Arkansas Lands lying in the SE1/4 and the E1/2 of the SW1/4 of Section 6, Township 1 North, Range 13 West, Pulaski County, Arkansas more particularly described as follows; Commencing at a found 1” pipe which is also the Northeast corner of Tract 15 of the Sachs Suburban Tracts addition to the City of Little Rock filed of record as Book 87, records of Pulaski County, Arkansas; thence South 00 degrees 00 minutes 00 seconds West 332.37 feet; thence North 90 degrees 00 minutes 00 seconds West 628.55 feet to a point which is also on the west right of way of Kanis Road and is the point of beginning; thence leaving said right of way South 39 degrees 22 minutes 07 seconds West 337.61 feet; thence South 88 degrees 02 minutes 34 seconds West 912.00 feet; thenc North 01 degrees 51 minutes 37 seconds East 651.99 feet; thence North 89 degrees 40 minutes 21 seconds West 655.42 feet; thence North 01 degrees 48 minutes 37 seconds East 204.63 feet; thence North 89 degrees 33 minutes 05 seconds East 1249.13 feet to a point on the west right of way of Kanis Road; thence along said right of way South 33 degrees 45 minutes 04 seconds East 267.36 feet; thence along a curve to the left having a radius of 1284.06 feet having a chord bearing and distance of South 45 degrees 02 minutes 28 seconds East 502.77 feet to the point of beginning containing 20.348 acres more or less. 5' WIDE SIDEWALK DEVELOPMENT SCHEDULE: PHASE 1 - COMMENCING 10/2023 PHASE 2 - COMMENCING 10/2025 PHASE 3 - COMMENCING 10/2027 PHASE 4 - COMMENCING 10/2029 ALL PHASE CONSTRUCTION DATES DEPENDENT UPON MARKET DEMAND AND ECONOMIC CONDITIONS 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