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Home My WebLink AboutZ-4940-B Map 5SITE To rpou cl To p,w z IR_FRQM_CS,-TO BACK OF CURB -_-_ CIASS 3 OR 4 CURS Ar WIUER ASPHALT WEARIND SURFACE BIDFWLL*1 311 MAX. ^IS -2x SLOPE 10 CURB ^ E%IS11N0 EFFECT 9" C"A" 00 O next (SB -2) BASE / COURSE 0 1% MODIFIED PROCTOR DEMST' B' MIN- COMPACTED SUR-0MGf O SS% MDNnEO PROCTOR UENs1rr STREET WIDENING - TYPICAL SECTION COUNTY LINE ROAD SHANNON HILLS G_EN_ERAL NOTES 1. In areas to receive bituminous paving, concrete driveways, or curb and gutter, the sub -grade shall be compacted to a density not less than 95% of the maximum density obtained at optimum EXISTING MET 3 REN STREET_ moisture content. (AASHO T-180) n . •., t v f::f 2. For areas of sub -grade preparation to receive concrete sidewalks, vERnpL SAw cur the sub -grade shall be compacted to a density of 95% of the AT MAIM POINT maximum. (AASHO T- 180) NDTe S., TyPlaal s.n901, Aba,.. 3. Crushed stone- The density of the compacted material in each course shall be compacted to a density of 100% of maximum. (AASHO T-191) 6' WOODEN FENCE /SCREEN DEFERRED PER S 89'59'48" E CONDITIONAL USE PERMIT / 9-30-99 325.84 20 10 D _ 20 X-- - -X-- - y ------ X -- - l --X --.. - _ ..---X----I;F 7 BAR SCALE: 15.0 I/�j/ / BUFFER / - 8' WOOD FENCE DUMPSTER .. ----- - ---- t/ f % /-EDI Ni u A ✓,,- CONCRETE LOADING AREATO I a LOADING ZONE - -- ✓ L L �/�45 % 135.0'm _ 6' WOODEN FENCE SCREEN DEFERRED PER CONDITIONAL USE PERMIT 9-30-99 w 0- 0 x- 0 Ln O o N X 15.0' Z BUFFER I 135.0' X I I X R/W LINE COUNTY LINE I ROAD 50' R/W (EXISTING) PAD ELEV. 100.0 FLOOR ELEV. 100.7 115.17 o u -000 LANDSCAPE 7' 0 0 M 3.0 0 rn I fe 2 4. 0 -� SECTION 17, T -1-S, R -13-W, PULASKI COUNTY ARKANSAS, MORE Od 45.0' 1 T ///7 L�. 0 6 o -13-W, THENCE N 90°00'00" W 319.02 FEET ALONG THE SOUTH LINE OF SE 1/4 SE 1/4; THENCE N 00000'00" E 215.31 FEET; THENCE S 89°59'48" E 325.84 FEET TO THE EAST LINE OF SAID SE 1/4 _2 0i fl 0 Mi -1 - C) ad +M0_ 4" Soll Pipe to Draln Cli� o 20.0 +i O -- O - 20.0 / -1 -- WATER LINE W -- 36.0' A.0 2.0 T�.D• R2 0' -j 610 N _ -` 215 MAX. u13 CURB AND GUTTER SECTION COUNTY LINE RD. N.T.S. 14'X5' �/ BOX CULVERT - I Gutter at Type I Ring h Cover #6 Bars O 6" O.C. TYPICAL TOP REINF. S" Min. Pipe O.D, #6 Bars O I i 10" O.C. Both Ways J J6 Bars O r •' _ -' _ _-" 10" O.C. Both Ways --� SECTION NOTES 1. Rings and Covers are 24" Type I. CURB INLET - JUNCTION BOX u" 2 REINFORCED CONCRETE CONSTRUCTION UJ r/ Z SEWER EXTRA BEAM REINFORCEMENT -- ----p ------------ REQUIRED WHEN INLET IS , T� 90+ / 3 METE -R - LOCATED WITHIN INTERSECTION " RADIUS OR ADJACENT TO srA. P • P. COMMERCIAL. DRIVEWAY. E OF PAVED AREA I �ACCE/EASEMENT DRIVE _ I (BASIS OF BEARING) ��- r N 90°00'00" W EXISTIN( %2 I 319.02' PIPE X 60`• ARCH CMP LEGAL DESCRIPTION: ALL THAT PART OF THE SE 1/4 SE 1/4, SECTION 17, T -1-S, R -13-W, PULASKI COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED 45.0' AS FOLLOWS: BEGINNING AT THE SE CORNER OF SE 1/4 SE 1/4 SECTION 17, T -1--S, R -13-W, THENCE N 90°00'00" W 319.02 FEET ALONG THE SOUTH LINE OF SE 1/4 SE 1/4; THENCE N 00000'00" E 215.31 FEET; THENCE S 89°59'48" E 325.84 FEET TO THE EAST LINE OF SAID SE 1/4 SE 1/4; THENCE S 01048'51" W 215.40 FEET TO THE POINT OF BEGINNING. 4"e N.T.S. FACE OF ADJACENT CURB R TO CURB DIMENSIONS I 1/2 OF DEPRESSION IS i r A / a REFER TO CURB DIMENSIONS SQUARE REINFORCED BOX REQUIRED 03 TYPICAL DRAINAGE INLET THROAT OPENING DETAIL N.T.S. C� ti lN% UO--- -. ------ •� DRIVE UPRIGHT 1M HARPER DEV. -- ""' FO CARTER OIL , 0 i. ' I - TO N I CL W I °a V V) o z J Y J 3 W o a I g 35'9 20'R / 2 0. 0 \ tiDSCOE 7' C6 O CO P.P z H d D P.O.B. FND R/R SPIKE S.E. CORNER SE 1/4 SE 1 /4, SECTION 17, T-1 -S R -13-W, PULASKI COUNTY, ARKANSAS 1111I.A I P E R F- F - v1 < lr O W J W K W V) M Cao O v - �---- - 1.5' MIN. n 2.5" MAX. i� 7„ I1 - �.�--- CURB AND GUTTER SECTION AMY RIDGE RD Place 4" Dia. Stools at centerline. of Inlet, �1311 then space additional stools equal c 'a! For the Exclusive use and benefit. of Ln 45.0' distance from centerline not to exceed 4 TOP a -Ff 11 MABELVALE, AR 72103 DATE: OCT 7, 1999 O DRAVYINC N[JMDER' 9 9 -15 0 S 1 W (n SCALE: I"=zD' 29.5' _o >_ BOC _2 0i fl --.._. Ari W P.O.B. FND R/R SPIKE S.E. CORNER SE 1/4 SE 1 /4, SECTION 17, T-1 -S R -13-W, PULASKI COUNTY, ARKANSAS 1111I.A I P E R F- F - v1 < lr O W J W K W V) M Cao O v - �---- - 1.5' MIN. n 2.5" MAX. i� 7„ I1 - �.�--- CURB AND GUTTER SECTION AMY RIDGE RD Place 4" Dia. Stools at centerline. of Inlet, 406 W. South Street then space additional stools equal c 'a! For the Exclusive use and benefit. of KENNY HARPER 5200 HWY 5 NORTH, SUITE 1 distance from centerline not to exceed 4 TOP OF CURB GUTTER 11 MABELVALE, AR 72103 DATE: OCT 7, 1999 C.A.D. BY: M. DARIUS DRAVYINC N[JMDER' 9 9 -15 0 S 1 RtA'[SED OCT. 25, 1999 SCALE: I"=zD' 4" Soll Pipe to Draln Sub grade Puling Consiruction 5 Bars O 10" O.C, _ loth Ways Slope Floor W Pointpt Olacharge f of tool FLOW -- ELEVATION Double -wing shown) A #6 Bars O 6" O.C. Both Ways � 4'-0" Min.. �#e Bars, 16"X1/2. DOWEL BAR AT 12 O.C. REQUIRED AT SIDEWALK LOCATIONS. E. J. - - - S-�� 23/Cg 2 ,f6 Bars ro 1/2" Exp( h 3 -6 -(TYPj A PLAN (Double -wing shown) CURB INLET - JUNCTION BOX q p REINFORCED CONCRETE �d� ' CONSTRUCTION N.T.S. CONCRETE TO BE 4' THICK NOTE: SCORE RAMP I/2" DEEP AT 3" ON CENTERS FOR LENGTH OF RAMP ON HANDICAP ACCESS RAMP -. N T.E- ..-.8-....-....:...."......+.,>.a..,+..a,.,..+...e..-.,,.m.,�."+..x„�`.mTn.... __ _-_____--_ 45' FROM CL. TO R a85'-rROM-Ali TO BACK DI CayB _,___ z cuss 1 CURB A CUTTER 3' o SIpEWAIXI - T• ASPHALT WEARING SURFACE W I r ( ].1 Il/a. s - 2% SUN E TO CURB I� z FASTING STREET J Y.; •. ty r"KG•Y• t .•"•:.. y.1. \ e° CRUSHED sONE (1e-2) BASE (COURSE '@ IM AASHO T-191 OTNSnY EA9nNG STREET a NEW STREET T." MIN- COMPACTED SU"RAV J GENE AL NOTE$ •{,.l„•.n,,:•,.:••' •, 095% AASNO T"IRO OFNSITY / 'i{{•:• ••.•;r.•::•:r4 1. In areas to receive bituminous paving, concrete driveways, or curb 1 .... f. {s.;. P - Y •'•;'•+,'H•••.ry°� ,1 STREET WIDENING TYPICAL SECTION and gutter, the sub -grade shall be compacted to o density not VERTICAL SAW CVT less than 95% of the maximum densH obtained aI o timum AT TICAL POINT Y p VIMY RIDGE ROAD moisture content. (AASHO T-180) NOTE: Su Typl^.al S.cHan. Abwe. \ IRP L 2. For areas of sub -grade preparation to receive concrete sidewalks, T.I.M.- FOUND 9/R SPIKE AT S.E. the sub -grade shall be compacted to a density of 95% of the CORNER OF PROP. (AssuMED 97.72) LEGEND ----- - maximum. (AASHO T-180) PV 95.0- PAVEMENT GRADE �� N0 Portion If the properly dfing to hereon Ilea Itursn the GU. 95.E.- CUTTER GRADE too r.Gr noxa Plan., acaoHlnp fa the red.rol m.arann. _.__._-__ 3. Crushed stone- The densityof the compacted material in each R.I. Mn R. Penal )050191-0024F. Dated: N ... mh.r 3, 1993. ❑O CURB INLET course shall be compacted to a density of 100% of maximum. EXISTING CONTOURS (AASHO T-191) - PROPOSED CONTOURS /rvlr�rl.In n. rev sir n,InM .. ...+r„ n„ rJSIlSl7 BERM Curb LITTLE ROCK SHANNON HILLS TBM ELEV. 97.72 _Vl� 1. YPMENT D IAJ _j I 29.5' BOC COUNTY LINE ROAD 50' R/W LII ILt nw"ls APPROVED, SUBJECT TO THE CONDITION AS NOTED IN THE PLANNING (;OMMISSIc); MINUTE RECORD DATED BY: DA G _7 OCT OCT 2 9 1999 r• i�� DOPE ENGINEERS, Inn. 406 W. South Street CENE Benton, Arkansas 72015 - (501) 315-0786 FAX (501) 315-0700 For the Exclusive use and benefit. of KENNY HARPER 5200 HWY 5 NORTH, SUITE 1 BRYANT, AR 72022 - - - SITE PLAN-- -' T 77V - HARPER DEVELOPMENT 13624 VIMY RIDGE RD, MABELVALE, AR 72103 DATE: OCT 7, 1999 C.A.D. BY: M. DARIUS DRAVYINC N[JMDER' 9 9 -15 0 S 1 RtA'[SED OCT. 25, 1999 SCALE: I"=zD'