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Home My WebLink AboutS-1649-B Map 1a: ® / n .... .. ...... .... -::.. .. ... .. _ ..... I S" L SIP o - - - ... ....... .. ..... 5 '45'S0'E .279.46: i SIP 279.46.. . ..... ... ..:, 317 A / 0 0 _OPEN SPACE T♦9AC?. ik .. 6:.OB7..ACFiES.... N PAC TRACT 'E' 0' 6 A R S SIPI _ c orn y FRffi 1ARYFIATAPPROVAL N89°45'S0"W + o- FOB-LOT6 coil w FOB LOT 5 Ocn y 558.93 o w 6E0 C FRANCBs MARTIN U O V e 0 \ CffitT1FtCATB OF j o a o v �- ZONED C-3 an o ,. En oo '9� All requirements of the Little Rock SuLdivision Rules and Regulations OQ1 fO om relative to the preparation and submittal to a preliminary plat have teen - c� - Cat CA'd'EUFFF.�fIINiAR�'SLIR C;ACCURACY m a z N90'00'00"E fulfilled. approval of this plat is her granted. subject to further Z L 598.63' provisions of said rules and regulations. This certificate shall expire on N90'00'00"E I, Robart D. Holloway, hereby certify that this plat correctly r prey and boundary markers shown represents a b undary survey made and r my � 878.10' hereon actually exist and their locations ty a material are corr w 0-:4F.i'PIPE 18" DIA RECAST SPHERE 12' DIA PRECAST SPHERE filed or record in the offices of the st to sur or a he n i F.1"PIIPE SBCOR,SWI/4,NB1/4 Date of Execution Chairman, Little Rock �, PRECAST CONCRETE CAP �1 SE CO1tlSWI/4,NBI/4, METAL FENCE PANELS cc SBC.3,FVL.CO.,AR ' v rA m ACREAGE PER 40 uoi JFM 1/4, NE 1/4. SECTION 3 I 5.742 ACRES aTOTAL 5.742 ACRES a) > LEGEND a FOUND IRON PIN O FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O CM ID CENTERLINE OF ROAD - a RIGHT OF WAY - - - . -� LOT LINES Cu o M FENCE LINES - X X - o cu In EASEMENT LINE - - - - - - " ELECTRIC LINE E E o Co rn .. N � SEWER LINE o WATER LINE W W D ti Planning Commission SBC.3 36'-0" BC TO BC SOLID EDGE OF PAVEMENT ODDING 2,-0" 32'-0" PAVEMENT CLASS 3 OR 4 3" ASPHALT i PROFILE GRADE MAX (CURB 6 GUTTER /WEARING SURFACE / ?Y 9" CLASS 7 BASE COURSE AT 100% COMPACTE MODIFIED PROCTOR DENSITY AT 95% M GENERAL NOTES OVER G:OTECH FABRIC 1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS. OR CURB AND GUTTER, TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE 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% 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO Mi 5. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY TYPICAL STREET DETAIL �11l104C CTOR DENSITY. SHALL BE COMPACTED (AASHTO T-180) (AASHTO T-191). 2% MINIMUM CROSS -SLOPE. ENT OF PUBLIC WORKS. ate df Execution R08E T D. fiOL70WAkY Co SIGN 01161 r a '° -I I CER CATS OF FRE[2MARY EN( I. Robert D. Holloway hereby certify th represents a plan made by me and that t m BRICK North Little Rock Subdivision Rules and ~ TYPICAL FENCE DETAII, o- (q-ID Date of Execution General Notes: 1. There will be approximately 559 feet of new road construction 2. No designated wetlands lie on the Property. 3. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water. 4. All disturbed areas to be seeded, fertilized, watered and mulched. 5. All disturbed areas must be sodded. One 1-1/2" tree per every 2 units. Six 1-gallon shrubs per unit. 6. All new streets shall have street ligghting and signage per Little Rock Standards, 7. All first floor finished elevations to be minimum i'-O" above the 100 year flood elevation. 8. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP 9. All dumpsters to be within a brick, gated enclosure. 10. All future phases and street/infrastructure improvements to be completed as each lot is final platted. 11. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases of roadway construction. 12. There are 209 total parking spaces, 10 ADA spaces. REGISTERED LAND SURVEYOR NO. 83, ARKANSAS MWO ACCURACY is p3ek correctly a eerin requirementA of the ROBERT D. HOLL'OWAY REGISTERED PROFESSI ENGINEER NO. 2335. VANACCESSIBLE ZONED C-3 I DeSC Won - Lot 5 Is lying in the Southeast 114 of the Northeast Quarter of Section 3 in Township 1 South, le 13 West, Pulaski County, Arkansas more particularly described as follows: cncing at a found 1 pipe at the southeast corner of SW 114. HE 114 of said Section 3; e North 90 degrees 00 minutes 00 seconds East 598.63 feet; thence North 00 degrees 00 ites 00 seconds East 350.59 feet to the point of beginning; thence North 00 degrees 14 ites 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East .46 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet: thence North 89 ^ees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 2.853 is more or less. and except the following nigh" of Way Dedication for nichsmith Lane noticing at a found 1 pipe at the southeast corner of SW 114, HE 114 of said Section 3; ice North 90 degrees 00 minutes 00 seconds East 596.68 feet; thence North 00 degrees 00 ites 00 seconds East 350.59 feet to the point of beginning; thence North 00 degrees 14 ites 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East .46 feet: thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89 •ees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 0.385 =,s more or less. I Description - Lot 6 ids Iyying in the Southeast 1/4 of the Northeast Quarter of Section 3 in Township 1 South, go13 West, Pulaski County. Arkansas more particularly described as follows: mencing at a found 1 pipe at the southeast corner of SW 114. HE 114 of said Section 3; nce North 90 degrees 00 minutes 00 seconds East 878.10 feet; thence North 00 degrees 00 utes 00 seconds East 349.44 feet to the point of beginning; thence North 00 degrees 14 utes 07 seconds East 444.69 feet: thence South 89 degrees 45 minutes 51 seconds East 1.46 feet; thence South 00 degrees 14 minutes 07 seconds West 60.00 feet: thence North 89 rees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 2.889 -es more or less, and except the following Right of Way Dedication for Richsmith Lane imencing at a found f pipe at the southeast corner of SW 114. HE 114 of said Section 3; nce North 90 degrees 00 minutes 00 seconds East 878.14 feet; thence North 00 degrees 00 lutes 00 seconds East 359.44 feet to the point of beginning; thence North 00 degrees 14 iutes 07 seconds East 60.00 feet; thence South 89 degrees 45 minutes 51 seconds East 279.46 It: thence South 00 degrees 14 minutes 07 seconds West 60.00 feet; thence North 89 degrees minutes 50 seconds West 279.46 feet to the point of beginning containing 0.064 acres more less. CSR WCATE OF OVMM We, the undersigned, owners of the real estate shown and described herein, do h i,eby certify that we have laid off, platted and subdivided, and do here � lay off, plat and subdivide said real estate in accordance with this plat. Dat of Execution Sou :e of Title: 2009045701 Ins rument No. a boundary survey made under my supervision rvision and boundary markers shown shown, The plat has been surveyed and duly it clerk within the last (7) years. M M'ItiCN0 4 14 Richsmith Holdings. LLC 9800 Maumelle Boulevard North Little Rock, AR 72113 ,,,,,,„ IS TJ TATE( I FR -0 IGNATUkff SURVEY CODE: 500-01S-13W-003-120-60-0083 THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP#05OlBiOg2F. DATED 1/19/01. 0� 0 s S. <U a J •- s a "CS 'o M s uJV Xh Die os �OZ e 4-1 ._ yU C •14 fn C 0 N .N 1 m L H O _ Cu (13 0 0 " Cu C T °) .O n m a) D U fN O • 0 i'