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INTERSECTION <br />' <br />HOLLY <br />STA <br />DRIVE- <br />-IF <br />} <br />10+14.20, <br />0.00''� <br />ACCESS <br />ROADi <br />STA 20+00.00, <br />0.0�' <br />u t1 Am <br />�i <br />EX, CB-T1=58.,59 t` <br />--- <br />!E=580.93{szw12"5i) <br />NEW IE(NW)-989.99\ <br />581.14(AB) <br />PERE P <br />SECTION 13, TOWNSHIP 28N, RANGE 4E, W.M. <br />- / t 1/2" YP.IL <br />\ r'f AT DRIVE( <br />\ - �Z,� <br />- V <br />Y <br />� F 1 Z D.I. <br />20(AB) <br />5 %LF 8" � D.I. <br />590 . . . . . .... . . . . . <br />\ e V a <br />V <br />A Es <br />a. <br />B)LF 8„ CPEP 'A�, LF 8" CPEP a (f <br />° c23+00 ''A e <br />x <br />° <br />a <br />° <br />/ </'A \ <br />LOW PT. STA = 20+95.00 <br />LOW PT. ELEV = 584.58 <br />PVI STA = 21+25.00 <br />PVI ELEV = 584.88 <br />A.D. = 4.75% <br />K = 12.63 <br />60.0' VC <br />AS -BUILT <br />STA 21+77.74 <br />END PRIVATE ROAD <br />BEGIN SHARED D/W APPROXIMATE <br />.................................. FINISHED GRADE. OF .......... <br />SHARED D/W ; <br />o CO ;000 <br />FG Al C/L <br />ui 4 ' <br />�jj W <br />0)00 <br />+L <br />DESIGN <br />> <br />04 w ; <br />FINISHED <br />' <br />EXISTING <br />; <br />GROUND® <br />; GROUND <br />&im <br />C/ <br />EX. 5' <br />®C. <br />..SIDEWALK <br />m ; <br />, . <br />_ 1.00% <br />; <br />• (AB)91 9& LF 8" CPEP <br />\ 2.00 % <br />; <br />o ; <br />(AB) 86 <br />LF 12" D.I. <br />; S = ft ft ; <br />0.004(AB) <br />{t8/ft <br />; <br />TCB 1, TYPE I <br />580 ; N o STA •20+41.87, 11.1 RT <br />' 0 RIM = 583.79 (AB) <br />I li IE _; 589-63(SE) 581.47(AB) ; <br />EX IE = 589.8�8 NE) 581.47(AB) <br />S!A 20+21 4 15,32 N �' IE =; 58i-83(NW) 581.84(AB) <br />'I=58 .9 (S�'v'`12"'C,J <br />CB #3, TYPE 1 ; <br />STA 21+80.44, 8.16' RT CB #4, TYPE I <br />RIM = 588.42 587.58(AB) ; STA 22+70.10, 8. `I' RT <br />IE = 883.3;� (SE)8" CPEP583.44(AB) RIM=588.11 585.62(AB) <br />IE = 68&i34 (NW)8" CPEP583.48(AB) IE - (NE)8" CPEP583.85(AB) <br />IE = 683 34•(SW)8" CPEP583.49(AB) IE = S (SE)8" CPEP 583.85(AB) <br />( ) <br />" " " ' -IE 883-34 (E)8" . CP-EP '583.48 AB .... ; ...... ........ . <br />v, <br />NEW IEW12"D.I.) ; CB #2, TYPE I W/ SOLID LID <br />581.14(AB) ; ; STA 21+31,83, 8.92' RT <br />RIM--585-nn 5 <br />570 <br />85.35(AB) <br />IE = 692T3 (NE)8" CPEP 582.19(AB) <br />IE = 3 (SW)8" CPEP582.17(AB) <br />IE =15NI499= (SE)12" D.I. 582.11(AB) <br />................. ............ ............ ............IE =- 6682..-2.3 (NW)8"•GREP582.20(AB)...................... <br />ESM'T 34 ESM'T <br />P/L <br />0.5' <br />5' 1 4' 20' 4.5' <br />PED <br />PATH w <br />2% MAX <br />VERTICAL CURB -- 2% MAX VERTICAL CURB <br />s .,� & GUTTER (STD. <br />& GUTTER PER STD. DWG. 307) <br />DWG. 307 (AS MODIFIED <br />BY SCHEMATIC BELOW) SEE NOTE* <br />STANDARD ROADWAY SECTION <br />SEE NOTE* 3" COMP DEPTH CLASS 1/2" HMA <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 01/17/2024 <br />Permit Inspector <br />m <br />w <br />LO� <br />n <br />20+00 <br />21 +00 <br />PRIVATE RD CENTERLINE PRO <br />22+00 <br />FILE <br />2 <br />20 40 <br />HORIZONTAL SCALE <br />z <br />0 <br />a <br />U <br />W <br />0 <br />go <br />SECTION 'A`A' 6" COMP DEPTH CSBC <br />PRIVATE ROAD <br />FM <br />CA,6 <br />Uj <br />DESIGN SPEED <br />J <br />U) <br />J <br />= 25 MPH <br />N.T.S. <br />z <br />LL <br />*NOTE: <br />WW1 <br />CU <br />< <br />O <br />CONTRACTOR TO INSTALL COMPACTED TILL <br />W <br />1 <br />U <br />-J <br />n/ <br />BARRIERS ALONG DRIVEWAY CUTS TO <br />�/� <br />��.i�•i.� <br />PROVIDE A BARRIER BETWEEN PERMEABLE <br />0 <br />PAVEMENT STORAGE COURSE AND PRIVATE <br />Q <br />ROAD BASE COURSE. TILL BARRIERS TO <br />EXTEND DOWN TO THE BOTTOM OF THE ROAD <br />BASE COURSE LAYER. <br />A <br />IL CONTRACTOR TO GRADE GUTTER <br />TO SPILL EAST ONTO ASPHALT <br />MODIFIED CURB & GUTTER <br />CURB TRANSITION AT DRIVEWAY <br />Know what's below. <br />Call two business <br />days before you dig. <br />AS -BUILT NOTE: <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY ORCA LAND SURVEYING, INC., & <br />THE CONTRACTOR. OMEGA ENGINEERING HAS <br />PREPARED AND STAMPED THIS DRAWING BASED <br />ON THAT INFORMATION. <br />>24W, <br />QNvr <br />0 ON <br />U') LO <br />~vvN <br />LU W.. , <br />�W <br />r W <br />N <br />Z <br />A01 "4k z <br />WZ <br />a <br />W <br />W <br />Z <br />0a <br />W <br />z <br />0 <br />a <br />- <br />M <br />�CO2 <br />z <br />3� <br />V) <br />r- <br />2 <br />a> <br />O <br />M <br />I= <br />Q <br />N1 <br />� <br />> <br />,�0W <br />t <br />w <br />WN <br />Wc)z <br />W <br />WW <br />WOE <br />LL <br />Q. <br />LL <br />LL 0 <br />z <br />p <br />F <br />O <br />z <br />N <br />U <br />a <br />PROD. NO. pSN. BY: <br />22-0104 EJT <br />DATE: <br />8/11 /2022 <br />SCALE: <br />1"=20' <br />DRAWING NO. <br />7oF9 <br />