HomeMy WebLinkAboutS-1905 Site Plan - Revised (Approved)- 100521S87°56'13"E 142.68S2°03'47"W 65.00N2°03'47"E 22.30 N2°03'47"E 60.00N2°03'47"E 60.00 N2°03'47"E 60.00 N2°03'47"E 50.33
S87°56'13"E 142.68S2°03'47"W 60.00
S2°03'47"W 60.00
S2°03'47"W 67.69 S87°56'13"E 142.68S87°56'13"E 142.68N87°56'13"W 142.68S2°03'47"W 65.00 ¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸¸LOT 910071 SQ FT0.231 ACRESS88°51'44"E 19.45N2°03'47"E 31.69 N2°03'47"E 65.00 N2°03'47"E 95.89S88°51'44"E 166.32S88°51'44"E 164.08S88°51'44"E 123.02S88°51'44"E 123.02N2°03'47"E 50.33
LOT 88561 SQ FT0.197 ACRESLOT 78561 SQ FT0.197 ACRESLOT 67765 SQ FT0.178 ACRESS1°08'16"W 54.37 S2°03'47"W 113.92S87°56'13"E 142.68N1°08'16"E 20.00N1°08'16"E 14.50N88°51'44"W 60.15N1°08'16"E 15.00N1°08'16"E 19.50N88°51'44"W 18.53S87°56'13"E 105.03S2°03'47"W 72.31
S2°03'47"W 60.00 LOT 116329 SQ FT0.375 ACRESLOT 29274 SQ FT0.213 ACRESLOT 38648 SQ FT0.199 ACRESN87°56'13"W 105.26S88°51'44"E 164.08S1°08'16"W 54.37 S2°03'47"W 65.00S2°03'47"W 76.08 N87°56'13"W 142.68N2°03'47"E 95.89 N88°51'44"W 122.37LOT 510430 SQ FT0.239 ACRESLOT 411218 SQ FT0.258 ACRESN88°51'44"W 59.85480485490495495490485490 495500SHEET NUMBER:DATE:JOB NO.:DRAWN BY:REV.DATE DESCRIPTION BY
10/4/21SWEGRAPHIC SCALE1"=20'20 0 20 40C:\Users\Jess Griffin\Desktop\projects\Rainwood Dr\rainwood valley_base.dwg2021-005jggVICINITY MAPPRELIMINARY PLAT
RAINWOOD VALLEY SUBDIVISION
12023 RAINWOOD DRIVE
LITTLE ROCK, PULASKI COUNTY ,AR 72212 JESS GRIFFIN, PE, CFM5 KINGSTON DRIVELITTLE ROCK, AR 72227TEL (501) 690-3456jggriffinpe@gmail.comPLEASANTWOOD HPR-CONTROL CARDPARCEL ID# 43L122000000012100 RAINWOOD DRLITTLE ROCK VENTURES I LLC/CHARAL LITTLE ROCK I
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PARCEL ID# 43L1330000100
1602 GREEN MOUNTAIN DR
BLOCK 2 TILFREYS SUBDIVISIONEMPIRE DEVELOPMENT GROUP LLCPARCEL ID# 43L127000030012115 RAINWOOD RDPARKER PAULA JPARCEL ID# 43L12800026011502 PICKERING DRHUGHES MARILYN APARCEL ID# 43L12800026001504 PICKERING DRKINGDOM FAVORED PROPERTIES LLCPARCEL ID# 43L12802001002 CHANRIDGE PARK DRTHESSING JOHN DPARCEL ID# 43L12800025001508 PICKERING DRQADIR SYED A/FAUZIAPARCEL ID# 43L12800024001512 PICKERING DR
KINGDOM FAVORED PROPERTI
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PARCEL ID# 43L1280200301
12 CHANRIDGE PARK DR
KINGDOM FAVORED PROPERTI
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PARCEL ID# 43L1280200300
10 CHANRIDGE PARK DR
KINGDOM FAVORED PROPERTI
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PARCEL ID# 43L1280200201
8 CHANRIDGE PARK DR
KINGDOM FAVORED PROPERTI
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PARCEL ID# 43L1280200200
6 CHANRIDGE PARK DR
KINGDOM FAVORED PROPERTI
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PARCEL ID# 43L1280200101
4 CHANRIDGE PARK DR
PROJECTLOCATIONOVERALL 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 MAPNO. 05119C0312G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWNHEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.UTILITY PROVIDERS:NATURAL GASCenterPoint Energy, 401 W Capitol Ave, LittleRock AR 72201 Phone: (800) 922-7552WATERCentral Arkansas Water, 221 E Capitol Ave, LittleRock, AR 72203 Phone: (501) 372-5161SEWER Little Rock Water Reclamation Authority,11 Clearwater Dr, Little Rock, AR 72204Phone: (501) 688-1409ELECTRIC Entergy Arkansas, 425 W Capitol Ave,Little Rock, AR 72201 Phone: (800) 368-3749GENERAL NOTES1. ALL FRONT BUILDING SETBACKS ARE 25.0'. 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, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTSSHALL 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 ANDAT LEAST 1'-0" ABOVE FINISHED GRADE.6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATIONAUTHORITY.8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BEPERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.9. CONTRACTOR TO REPAIR OR REPLACE ANY CURB, GUTTER, SIDEWALK ANDACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADARECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY.CERTIFICATE OF RECORDINGSIGNED ____________________________TERRI HOLLONGSWORTHPULASKI COUNTY CIRCUIT CLERKCERTIFICATE OF OWNERWE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN ANDDESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF,PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT ANDSUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.___________ ________________________________DATEJOYTI LAL112 HUNTER GREEN CREEKLittle Rock, AR 72211 SOURCE OF TITLE. D.R.________________________________PAGE________________________________ INSTRUMENT NO. ________________________________CERTIFICATE OF PRELIMINARY PLAT APPROVALPURSUANT TO THE LITTLE ROCK SUBDIVISION RULES ANDREGULATIONS, AND ALL OF THE CONDITIONS OF APPROVALHAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBYACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTEDUNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.__________ _________________________________ DATEPLANNING DIRECTORCITY OF LITTLE ROCK2021059158CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACYI, JESS GRIFFIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS APLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLEROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.__________ _________________________________DATEJESS GRIFFINPROFESSIONAL ENGINEER,AR NO. 17170CERTIFICATE OF PRELIMINARY SURVEYING ACCURACYI, WILLIAM A. SMITH, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTSA BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYINGREQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCKSUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH ANDFILED FOR RECORD AS REQUIRED.__________ _________________________________DATE WM. ALLEN SMITHPROFESSIONAL SURVEYOR NO. 1095, ARPW-2245' ROW26' B-B3:1 Max.3:1
Max
.3" ASPHALT WEARING SURFACECONSTRUCTED SUBGRADEAT 95% MODIFY PROCTOR DENSITY.CLASS 3 OR 4CURB & GUTTERSOLIDSODDINGGENERAL PAVING NOTES1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURBAND 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 ADENSITY OF 100% MAXIMUM (AASHTO T-191).4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOMESTREETS TO MAINTAIN 2% CROSS-SLOPE.THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGNIF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. 20'-0" PAVEMENT FORMINOR RESIDENTIAL WHERE APPROVED BY CITY.*NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIREDWHEN EXISTING STREET DOES NOT MEET THESE STANDARDS.3"7"EXISTING STREETVERTICAL SAWCUT 1' MIN FROMEXISTING EDGE.STREET WIDENINGWIDENING EXISTING *RAINWOOD VALLEY COVE(45' RIGHT-OF-WAY)0591582021MINIMUM LOT SIZE0.178 ACRE# OF LOTS (RESIDENTIAL)9 LOTSTOTAL SUBDIVISION SIZE2.427 ACRELENGTH OF NEW ROADS255 LFAVERAGE LOT SIZE0.232 ACREAPPROVED BY PC11-18-21