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AR 72211 SOURCE OF TITLE D.- 2021 PAGE 059158 INSTRUMENT NO 2021059156 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PURSUANT TO THE LITRE 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 SAD RULES AND REGULATIONS DATE PLANNING DIRECTOR CITY OF LITRE ROCK CERTIFICATE OF RECORDING iER;: HJILOnDS W'JRI Y. •�J9] COL'. n �J1= Klli� 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. DATE JETS GRIFFIN PROFESSIONAL ENGINEER AR NO 17170 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 1 WI LIAM 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 LTTTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REGUIRED 7/ DATE WM ALLEN SMITH PROFESSIONAL SURVEYOR NO 1095 AR OVERALL TRACT DESCRIPTION: LOTS 1 & 2 WALLS REPIAT. BLOCK TLFREY'S ADDITION. PULASKI COUNTY. ARKANSAS, AND SOUTH 20 FEET AND EAST 21) FEET FORMERLY STREETS NOW CLOSED. FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO 05119CO312G 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 I. ALL rRONT BUILD14G SETBACKS ARE ISJY. ALL REAR YARD SETBACKS ARE 151P. ALL SIDE YARD SETBACKS ARE SO-- 2 PROPERTY 6 ZONED'R2. AND WILL BE USED RESIDENTIAL RESIDENL HOUSING. 3 THE ACCESS EASEMENTS. LAKES WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF L11TLE ROCK 4 ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING 5 RESIDENTIAL FLOOR ELEVATIONS MUST BE Iv ABOVE THE 100 YEAR FLOOD AND AT LEAST I'-U ABOVE FINISHED GRADE- 6 WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. 7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUIHORITY, 8 A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS. a- 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#WAY PRIOR TO OCCUPANCY, PW-22 -- __-- 45' ROW SOLID B-B- ---- ---26 --• SODDING CIASS3 TER WEARING SURFACE I CURBH GUTTUTT ER T CONSTRUCTED SUBGRADE AT 9514 MODIFY PROCTOR DENSITY GENERAL PAVING NOTES UTILITY PROVIDERS, 1, N AREAS TO RECEIVE BITUMINOUS PAVING, CONCRD E DRIVEWAYS. OR CURBNATURA- ANDGUTTER SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% L'7 SIREET WIDENING EXWINGSIREET GA OF MAXMUM DENSITY OBTAINED AT OPIWIWMOGTURE CONTENT. LAASHTOT780 CenleRoint EnergIL 401WCapilol AveL little 2 EIF FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRSIDEWALKS Rock AR 72201 Phone: (BW) 922-7552 SUBGRADESHALLBECOMPACFEDTOADENSBYOF9MMAXMUM(AASHTOT-IW) R VERTICAL SAW WATER 3, CRUSHED STONE -MATERIAL IN EACH COURSE SHALT BE COMPACTED TO -' �� - — '- -CUT I- MIN FROM Cenlral Arkansas Walm 221 E Copilot Ave, Little Rock. AR 722M Phone: 15011372-5161 DENSITY OF IOD%MAXIMUM 1AASHTO T-1911, 6 CENIERLNE PROFILE WILL REQUIRE HEIGHI GREATER IRAN CURB FOR SOME - EXISTING EDGE, SEWER STREETS TO MAINTAIN 28 CROSSROPEWIDENING EXISTING' LRISF Rp[. WOW RCCH'r W Aulhonly, 11 Cleanvoter Dr Little Rock AR 72204 THICKNESSSHALL BE DETERMINED "SOIL TER AND PAVEMENT DESIGN Phone: 1501) 688-1409 F REOURED BY DEPARTMENT OF PUBLIC WORMS 29d PAVEMENT FOR ELECTRIC MINOR RESIDENIWI WHERE APPROVED BY CITY. Enlergy Arkansas 425 W CapUo1 Ave little Rock AR 72201 Phone: (800) 368-3749 'NOTE: PAVEMENT RECONSTRUCTION TO CENTERUNE 6 REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS. Z O \N Q N m � 1 tY N�Z LU O O U J 3N \ / co a_co O U cv >O^0 Z Q H Q Q CZ_ L J w w CL d� ARK�aAS = I14"7 ii• �,r10/X21 JOB NO.: 2021-005 DATE: 9/ 10/21 DRAWN BY: jgg SHEET NUMBER: C:\Jseis\lass G!illir� Desklw�gigecls\Ronwcoa p'VdM'cotl vd;ey_bax,dwg MF1 2 ry I - l Soo f 1 1 /z STREET I RAINWOOD 01 1 _ R04() 103-34' IMPROVEMENT PHALT L .--_ ' ��nEDCI .,. SET 1/2" PP 2i3. — h1E'i51'44"W 171.37 �— --- _• I'44'E 121 p2- _ 31 SET 1/2" REBAR W/CAP 1 REBAR W/CAP 2_ WM RPZ I ,I` 7 PP I PP 1—STORY HOME I I� 12101 RAINWOOD RD. 3 i —495� � I LOT 1 16329 SO FT � 0.375 ACRES —490— — g I / LOT 9 10071 SO Fr i I v I 0.231 ACRES r -� I —495— — R 5 I � f m mm ax"]ela'E iA2.60 4[I6_ l >`1� ❑1 1 I � I I 0 - 0II I I Z T 2 ) C I 9274SO FT ; I G 0.213 ACRES I J I I I _485--� W I \ 3 1 z ! lk lJB7yy'I J W 142,60 Z � I J m h r LOT 3 U-) I N 111 I 8648 SO FT 0.199 ACRES I — � _ S88°51'44'E _ 3 ) 19.45 7 4 _ � J NI°0816 E 14$0-- Nl°08leE 3 LOT 4 11218 SO FT + LfC; 0.258 ACRES DRAINAGE & UTILITY EASEMENT PP G I R SSB'S I'44"E 16632 1 G FND. 1/2" REBAR PP 103.34' R2 PLEASANT TREE 4TH ADDITION r I I I L I I I I 1 I I I � f r LOT 8� 8561 SO FT r e� — — 0.197 ACRES I — 4 9 0 — W Z 1� z f -2 LOT 7 8561 SO FT DO z 0.197 ACRES o U) N 1 lri0SY:4'W 1853 , { LOT 6 7765 SO FT f _ 0.178 ACRES rN 1-0. 16-E 19.511 S'S {f - t­� - - - - - - ' I 367156'13-E 1p$ 03 N I10616E 1500 W 59 BS- NBS'S1's 60.15 f R5 LOT 5 DRAINAGE & UTILITY 10430 SO FT! 0.239 ACRES I EASEMENT` 3aR'S I'44'f I64J1B PIP Pr PP I FND- 1/2" REBAR 1 1 i 1 CHANRIDGE PARK 1 � 1nan.mro.Lwa �.� AYY.Aar Lar N, eXUAu1 f r�,uuY+ial B11 a1N.Cl1 on p}q.sw •l6R rpK Ma+4:aN lfl I qT A[41 RRINWOOD LN w 1n� — PROJECT LOCATION OFs�F>oBF II o j f °! tt F 1 P p AIN;W4)'' a 2 17B 12100a -2B) 3 _jZ.-J i7 sp`y 7o 1z1� vrJ 1 IN ^I _ —I JESS GRIFFIN, PE, CFM _ RAINWOOD HD L 5 KINGSTON DRIVE s ' LITTLE ROCK, AR 72227 1J 16 1/ A R R O L L T O N A TEL (501) 690-3456 _ P 12 jggriffinpe@gmail,com J 1Li.12I1'J7•;Bile J 1 20 Is Wjp Jjid 176 f "'�l' v UR2ilrs� TEST' !?°Tf•>�3 F[A}v firk! I.+'L' A1�ri�r jL EK / .}s�.'..'. Plc ITEBUyG LN P1p{yQwO OR _� 1140ty17Y o! ry°y p �M1' M•f L,1L 61p' yB4p. I. f I PJw TLIl Pdnf�kjdi L��q.s A N ]= Ti�E� sIf•Tr4p � A I r v�cr01 2t I VICINITY MAP 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 JOVTI LAL 112 HUNTER GREEN CREEK Lillie Rock. AR 72211 SOURCEOFTITLE D-R 2021 PAGE 059158 INSTRUMENT NO. 202105915E CERTIFICATE OF PRELIMINARY PLAT APPROVAL PURSUANT TO THE LITTLE ROCKSUBDIVISION RULES AND REGULATIONS. AND ALL OF THE CONDITIONS OF APPROVAL P TH DOCUMENT IS HEREBY 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, DATE JESS GRIFFIN PROFESSIONAL ENGINEER, A R NO. 17170 CERTIFICATE OF PIELIMPWARY SURVFYMG AGVVII L W ILLIAM 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, HAVING BEEN COM LETED. IS ,7 ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED ' UNDERTHE AUTHORITY OFSAID RULES AND REGULATIONS DATE WM. ALLEN SMITH PROFESSIONAL SURVEYOR NO 1095 AR DATE PLANNINGDIRECIOR OVERALL TRACT DESCRIPTION: CITY OF LITTLE ROCK LOTS 1 & 9- WALLS REPLAT, BLOCK TILFREY'S ADDITION, PULASKI COUNTY. ARKANSAS. CcRiITK!, If GF CECORDNIG AND SOUTH 20 FEET AND EAST 20 FEET FORMERLY STREETS NOW CLOSED. FLOOD STATEMENT: GRAPHY PLOTTING ICW IRE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO 05119CO312G, 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 I All FRONT BIIII DING SFTBACKS ARE 2S0. ALL REAR YARD SESBA ARE 150. ALL SIDE YARD SETBACKS ARE 50. 2 PROPERTY IS ZONED'R2, AND WILL BE USED FOR RESIDENTIAL Holes G- 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. Z 0 N Q CNV n m :>a N�Z 0 LLJ 00 IOU IZ� 1�d 04 DoU 0-° 00 Z 5. RESIDENML FLOOR ELEVATIONS MUST BE 1'D ABOVE THE 100 YEAR FLOOD AND AT LEAST 1'4r ABOVE FINISHED GRADE 6 WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER 7- WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY- .`.! .1. 01s. SIGNED TERRIHOLLONGSwORm B A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PUTASN COUNTY CIRCUIT CLERK PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS fir' AS AR �—jL'- 9- CONTRACTOR TO REPAIR OR REPLACE ANY CURB. GUTTER, SIDEWALK AND .1 i ACCESS RAMPS THAT ARE DAMAGED AND NOT W COMPLIANCE WITH ADA r� Pit RECOMMENDATIONS IN THE PUBLIC RIGHT-0E-WAY PRIOR TO OCCUPANCY. :}R�+ ! ?�[' N0.17170 d PW-22 k" �.A`p�V, 10%yA/2! SOLID Sfl0i71NG cuss 3OR 4 :'ASPHALI-FAWn ,SURFACE CURBBGUTTER _.c,nr,.a•, _ 7 CONSTRUCTED SUBGRADE AT 95%MODIFY PROCTOR DENSITY. GENERAL PAVING NOTES UTILITY PROVIDERS: ' I_ IN AREAS TO RECEIVE BITUMINOUS PAVING. CONCRETE DRIVEWAYS, OR CURB STREET WIDENING EXISTING STREET NATURAL GAS AND GUTTER SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DE14SRY OBTAINED AT OPTIMUM MOISTURE CONTENT' (AASHTO T-Im JOB NO.: 2021-005 Cenle,P01n1 Energy, 401 W Capitol Ave, Lillie 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETESIDEWALKS, Y _f -T Rock AR 72201 Phone: ` IBM)922-7552 WATER SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90%MAXIMUM (AASHTOT-LBO), e' .Y�^! ,. ..1M1 VERTICALSAW 3,CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BECOMPACTEOTOA CUT 'MIN FROM DATE: 10/4/21 Central Art,— WOle, 221 E Capitol Ave. Who Rock. AR 722M Phone: 1501) 372-5161 DENSITY OF 100% MAXIMUM (AASWO T-191), EXISTING EDGE 4 CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME DRAWN BY: jgg SEWER STREETS TO MAINTAIN 2% CR(SSSLOPE WIDENINGEXWING• SHEET NUMBER: UITCO Rock WWW Roclpmpllpn Authority, 11 Clearwater Dr, Lillie Rock AR 722(14 THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN Phone: 1501) 680-1409 IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS 20-Y' PAVEMENT FOR ELECTRIC MINOR RESIDENTIAL WHERE APPROVED BY CRY, Energy ArkmsaL 425 W Capital Ave, Litlle Roolr.AR 72201 Phone: IBM) 36B-3749 "NOTE:PAVEMENT RECONSTRUCIIONTOCENIERUNEIS REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS C:\Users\JessO"in\D.*IOP\p,ojPU\Rd—.d D,\rmnwaod—N bme,awg