Loading...
HomeMy WebLinkAboutS-1905 Preliminary Platw --�---- I M M P — — — — — — — — — —- S GRAPHIC SCALE 1"=20' 20 0 20 40 c. w O9, ar, ' �V) CV 4! U_ O 1 < ob co w V) Ct aL Q®� U Ce I a_ PLEASANTWOOD HPR-CONTROL CARD PARCEL ID# 43L1220000000 12100RAlNwooDDR —M M M M RAINWOOD DRIVE M M M j o � w z0 � o C1 � � r� o � w r� � c� � `�' O c� oCl Zo <0 + woQ ILop woc>' w c� a- ®® w 000 ! co �oQ f °-cam OQx aot� Do[� 0o a oC] ( <C tea' +i�Z OQ4rp, La— �o� ( C' , wad �o0 j E, I wow p(N I ��w I Qua { t7'0 woow QocL i _, `� � Cl �L cf) > � 0 1 O p 0 :1 > co � O wo �wC a_ �cv > Z u� Z Q�rcr 1 >vcY { w Z > j cL a- Q 0(U Q U © 1 1 QwU � Qwo { O -aU I n Cyca~ (�U� 0 ,o Q OU Caw QCL 0 �U �U� Za UC`J < ! z� CL f Q I 1 � � � i hC � aG tl < M_ C w o - a Z U �-- -� z �aLLUU � wUj > se U O Qf w a — i4l r o� �,,i 9 �I\ U J It e. - $LOCATION 6) _. JESS GRIFFIN, PE, CFM FV'',�I,�4���:..._ �L: ..5KINGSTON DRIVE LITTLE ROCK, AR 72227 F L L T;u' A TEL (501) 690-3456 _i t2 jggriffinpe@gmail.com � 4 cc ! I 020. -2� .:. 02�18 4�, r T 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 JOYTI LAL 112 HUNTER GREEN CREEK Little Rock, AR 72211 SOURCE OF TITLE. D.R. 2021 PAGE 059158 INSTRUMENT NO. 2021059158 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 RECORDING SIGNED TERRI HOLLONGSWORTH PULASKI COUNTY CIRCUIT CLERK 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, 1 1 Clearwater Dr, Little Rock, A R 72204 Phone: (501) 688-1409 ELECTRIC Entergy Arkansas, 425 W Capitol Ave, Little Rock, AR 72201 Phone: (800) 368-3749 SOLID SODDING I VICINITY MAP —� CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 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/l0/21 �w DATE JESS GRIFFIN PROFESSIONAL ENGINEER, AR NO. 17170 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, WILLIAM A. SMITH, 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. J110/Zi DATE WM. ALLEN SMITH PROFESSIONAL SURVEYOR NO. 1095, AR OVERALL TRACT DESCRIPTION: LOTS 1 & 2, WALLS REPLAT, BLOCK TILFREY'S ADDITION, PULASKI COUNTY, ARKANSAS, AND SOUTH 20 FEET AND EAST 20 FEET FORMERLY STREETS NOW CLOSED. FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119C0312G, 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. 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 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. 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. PW-22 45ROW 26' B-B 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 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. CLASS 3 OR 4 CURB & GUTTER m STREET WIDENING WIDENING EXISTING EXISTING STREET VERTICAL SAW CUT 1' MIN FROM EXISTING EDGE. w Q 0 / N LJ N C/7 Z �-�— =D Uj O �10 Q Q n CIO CD �NU W Z a t t 1'10�5IATE / OF�— 1 KA ARN AS :. RE 'I 11 No.17170 SSA G GR\F /��'► JOB NO.: 2021-005 DATE: 9/10/21 DRAWN BY: jgg SHEET NUMBER: C:\Users\Jess Griffin\Desktop\projecfs\Rainwood Dr\rainwood valley_base.dwg