The URL can be used to link to this page

Home My WebLink AboutZ-8959-B Site Plan 041923tw II Fi- a plan. LEGEND PROPOSED DESCRIPTION BOUNDARY FINAL ----------- EASEMENT - - - - - - - - - - - - BUILDING SETBACK W WATER LINE SS SANITARY SEWER LINE G GAS LINE -----� - OVERHEAD ELECTRIC LINE FENCE - DITCH FLOW LINE STORM DRAINAGE PIPE O FD MONUMENT (AS NOTED) SET MONUMENT (AS NOTED) CURB INLET/JUNCTION BOX H WATER VALVE F9 FIRE HYDRANT ® AIR RELEASE VALVE O SANITARY SEWER MANHOLE EXISTING DESCRIPTION BOUNDARY ADJOINER W WATER LINE SS SANITARY SEWER LINE FIRE HYDRANT EL# �6 001300 HS i-------- BAN DM I CO I NCE _ M 10 � OCK,N W I I M 1 eo ' 1 O I Z ' I I I I I I I ------ U CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFYTHAT 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 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 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 GENERAL NOTES 1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 157. ALL SIDE YARD SETBACKS ARE 60". 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 OF BE PERFORMED PRIOR TO APPROVALCONSTRUCTION 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. TOTAL PARCEL SIZE 20.656 ACRES PROPOSED USAGE PLANNED RESIDENTIAL PARKING SPACES 81 ADA SPACES 4 LENGTH OF NEW ROADS 2633.972 LF UNIT COUNT 30- 4 UNIT TOWNHOME BUILDINGS SOLID SODDING STREET WIDENING EXISTING STREET GRAPHIC SCALE 1'L60' CLASS 3OR4 __ CURB & GUTTER VERTICAL SAW S,I,O'F CUT V MIN FROM 60 0 60 120 EXISTING EDGE. \at WIDENING EXISTING BASIS OF BEARING STATE PLANE COORDINATES T' CLASS 7 BASE COURSE CONSTRUCTED SUBGRADE ARKANSAS NORTH ZONE NAD-83 AT 100% MODIFY PROCTOR DENSITY. 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 90%MAXIMUM. (AASHTO T-180). 3. CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100%MAXIMUM (AASHTO T-191). A. 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. 2V-9' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. "NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS. 3' ASPHALT WEARING SURFACE 2% CROSE W N S o. r. E z PROJECT LOCATION ..,+. tea' ENS,L'N ITWI u Holloway Engineering, Surveying & Civil Design 200 Casey Drive Maumelle, AR 72113 (501)851-3366 www.holloway-eng.com i H j z s yo Z o -o O 2 Y a 'Q j2 2 Ar !L VICINITY MAP V) LLJ PARCEL #44R0760003000 I \ 0 SACHS SUBURBAN FR�°T( � RY P T OF WHITE B J '' _ - - VALE 11�\\1LSJ.Le PLACE J�rC�D11 � MON 14703 KANIS ROAD L 23.11 LITRE ROCK AP N89033'05"E 1249.13' 1226.42'----------------------------------------------------------------------------------- --------- -------- L= E ROCK IP KI CO., ARKANSAS LEGAL DESCRIPTION: o \\ \ DETENTION \ `` \\ \ Part of Tract 9 and Block 16 & 17 of the Sach's Suburban Tracts, Pulaski County, Arkansas 3a -- - \ `v \ Lands lying in the SE1 /4 and the El /2 of the SW 1 /4 of Section 6, Township 1 North, Range 13 West, BUILDING #12 BUILDING #13 BUILDING #14 BUILDING #15 BUILDING #16 AREA#1 \\ sue, \ Pulaski County, Arkansas more particularly described as follows; 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK \ �25' do \ w // \\ 4 UNITS 4 UNITS 4 UNITS 4 UNITS Commencing at a found 1" pipe which is also the Northeast comer of Tract 15 of the Sachs 13 �- Suburban Tracts addition to the Cityof Little Rock filed of record as Book 87, records of Pulaski \ 4810 SQ. FT. 20, 4810 SQ. FT. 20, 4810 SQ. FT. p, 4810 SQ. FT. \ 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 7 way of Kanis Road and is the point of beginning; thence leaving said right of way South 39 L SH_AFFER WA _ _ _ `rye° 6 \ \ degrees 22 minutes 07 seconds West 337.61 feet; thence South 88 degrees 02 minutes 34 seconds OSi F 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 OS seconds East 1249.13 feet to a point on �- -i ^ 13I r h _ - _ - - - _ - - - _ _ _ - - _ _ _ - - - . _ the west right of way of Kanis Road; thence along said right of way South 33 degrees 45 minutes � r7 ----N a ---- 2p 20 \ S \ n \ - T - 04 seconds East 267.36 feet; thence along a curve to the left having a radius of 1284.06 feet ® Q -------------------------------------- I BUILDING #20 BUILDING # 19 BUILDI G # 18 BUILDING # 17 \\ \ \ _ . havinga chord bearing and distance of South 45 degrees 02 minutes 28 seconds East 502.77 feet 06.7' C 1 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK \ -- DETENTION \ \ lathe point of beginning containing 20.348 acres more or less. r 4 UNITS 4 UNITS 4 UNITS 1n 4 UNITS AREA #2P� p 1� 4810 SQ. FT. 4810 SQ. FT. 4810 SQ. FT. Tn 4810 Q. FT. \\\ \\\ \\ \ Q ®Z \� W UQ 7� MAIL KIOSK AREA \\ `v \ V 6■ ■ �� \X De 0- ® LLl BUILDING #22 BUILDING #23 LUBHOUS v �, Pool k C� `\\\\\ \ _ROW DEDICATION U J I N 1 STORY BRICK / \ \ \ IY T Q \\ 2 STORY BRICK 2 STORY BRICK \ \ 0.289 AC > O �' 4 UNITS 4 UNITS 3106 SQ. FT. \ �\ \ 7 JCL Q N�jOO 4810 SQ. FT. - 4810 SQ. FT. - 20' - ------ \\ ` \\ \ w I- A=506.03' W S45002'28"E PARCEL I ?O' \ `\ a�\� VALER E C RT `� _ /I \\ w, `\ \\ Lc=502.77' POC Q #44R0760005200 I \ - - - / \ ♦ R=1284.06' sacHs 50' ROW, ASPH LT P VED V A v __ NORTHEAST CORNER SUBURBAN I ?G� \ \\ ; i/ \� `�\ ,.\ \\ �\ SACHS SUBURBAN TRACTS MOON - 102 J) Q \ \-i S �i \ �\ \ \ ADDITION TO THE CITY OF LITTLE ROCK, DISTRiB ERS i Srrr�AAj,�C\ \ - --- SS- _- --__ ■ ' \�`` - \� �� FILED 01 RECORD AS BOOK 87, RECORDS INC 2800 VANCEST I%,9 ,'� BUILDING #24 BUILDING #25 BUILDING #26 BUILDING #27 DETENTION \�`, `\ \\� R� OF PULASKI COUNTY ARKANSAS rl E eocK AR % \ 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK AREA #3 i� 4 UNITS 4 UNITS 4 UNITS 4 UNITS Lc=297--L.95' �\5 \ \ , M D RA w i /� 4810 SQ. FT. 4810 SQ. FT. 4810 SQ. FT. N 4810 SQ, FT. R=915.00' /T \\ �\ N R,, ur ' -- ---- 175.4' 1 1'r �Q �\ OVERALL // �\ \\ r' CJ W i uOPA�C\ �\ 20.348AC`N, This doOnt n ° ti d� \ \ RETAINING WALL / \\ IS prelltintry ' I L9U'1+cy \ .� -- / / 10,Ns00. , \ R�� o inn eand �p - is a final p �\ / / �`6/ N90°00'00"W 62 . z I �G� \ \�' BUILDING #28 BUILDING #29 BUILDING #30 / // �� .,9; sl ned and -- ---- 248.9' sT�O \ 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK / DETENTION �x?� l 1 17.80'\ EXIST. 24" DIP WATER MAIN O� sealed I y yO,p �/ \� \�- 4 UNITS 4 UNITS 4 UNITS s / // AREA #4 i ✓� document. r, GAT _ 4810 SQ. FT. 4810 SQ. FT. 4810 SQ. FT. ��ly �\ ° QA}-- --- -- -- - - 7 PROPOSED 8" SDR-262� 0041 �,RCEL #44 R MAIN LAN DRIVE _ �i / SACHS SUBURBAN t � 1 MOCO INVESTMENT LTD RETAINING WALL v pTOO' ✓C �C 5 'ROW, AS LT PAVED o / G� % �O PARTNERSHIP PO BOX 242778 85G B __ __ _ _ _ _ _ _ _ \� �� >�' LITTLE ROCK, AR OUQ/Ts p/C �'�k 2 • - \�\\ ��\�S 20 4, SK B(pLpI G #5 20 -BUILDING #4 BUILD TN #3 BUILD NG #2 UTILITY PROVIDERS: i 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 2 STORY BRICK 48 UNITS 4 UNITS 4 UNITS 4 UNITS i \� NATURAL GAS I :o Q. FT 4810 SQ. FT. 4810 SQ. FT. 4810 SQ. FT. \ \ CenterPoint Energy, 401 W Capitol Ave, Little Rock AR 72201 Phone: (800) 922-7552 WATER 1 Central Arkansas Water, 221 E Capitol Ave, Lute Rock i 00 a, AR 72203 Phone: (501) 372-5161 Ln SEWER Little Rock Water Reclamation Authority, i ------------------ 11 Clearwater Dr, Little Rock, AR 72204 i ----- ------------- L----------- ----------------------- Phone: (501) 688-1409 S88002'34„W 912.00' PARCEL S SUBURBAN 00 ELECTRIC SACHS SUBURBAN MOON DISTRIBUTERS INC Eneergy Arkansas, 425 W Capitol Ave, O 2800 VANCE ST Little Rock, AR 72201 Phone: (800) 368-3749 LITTLE ROCK, AR RETAINING WALL -- --- N89040'21"W 655.42' 0` A C) V QP -----------� 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. JOB NO.: 2023-043 DATE: 4/ 17/23 DRAWN BY: MDR SHEET NUMBER: C0001 LA2U23\2023-043 Valerie `lace IOWnnOMeS - JOCOa Cni\UraVJings\SneeTS\CU.UI rrctLIMINAKY rLAI.rnag