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WENIrz SP <br />SECTION 23, TOWNSHIP 28N, RANGE 4E, W.M. <br />m m A 0 <br />; m STA 2+00.00, 30.00' LT <br />ww 11 <br />�'� PROPERTY CORNER \ <br />--- <br />p------° -=- - - <br />;� ° 5' TRANSITION ° ---------�------°----- a--- 1 <br />0:C= RAMP \ o \ a <br />00 <br />ss m \ o o <br />vv ;;u X o p <br />---- <br />O <br />v i 14 L 6 I <br />o — SD SD SD( <br />_SS ---�— SS SS SS — SS. 3S <br />STA 1+75.23, 9.74 LT <br />BEGIN PAVEMENT WIDENING <br />0 3:1 TAPER <br />W W W <br />O <br />SD SD � SD SD <br />P oP P P <br />mm;Un <br />II II R 0D <br />Sn" <br />NGLE YELLOW <br />W <br />SD <br />i <br />P <br />m m � n <br />II II R m <br />'' JL <br />3+00 <br />33oo i <br />\ 0vzz <br />\\ $ �U) STA 3+86.28, 18.00' LT <br />END CURB, GUTTER, SIDEWALK. <br />s zy� <br />\ \ $ A /Nx� <br />a <br />SS S� SS <br />( SD SID _ _nr-n <br />/ / <br />-P P - <br />4 (AB) <br />LF 12" CPEP <br />W <br />X ® o z <br />co m <br />cn cn II ° cn a II --1 N 5=6-99� ft t En <br />wwc„< wucy,w CB 2 TYPE 1L m <br />OD Oo � Oo 9D � I 0.010 (A I Oo # <br />W (n P I A w STA 2+95.36, 18.00' LTJ CB # 1 TYPE 1 (0 PER COE STD <br />20' CTR. D/W CUT PER COE STD DWG 403 \ v <br />TYPE 1 DRIVEWAY PER DWG 402 wEn <br />00 Is <br />COE STD DWG #315 0 <br />I o \ <br />z STA 2+00.00, 18.00' LT I v z O <br />END 3:1 PAVE TAPER .. <br />BEGIN CURB, GUTTER, SIDEWALK I \ <br />STA 2+30.88, 18.00' LT I <br />20' CTR. D/W CUT I \ <br />TYPE 1 DRIVEWAY PER <br />COE STD DWG #315 I \ <br />550......................................................................................................... <br />PROP. <br />EX. GRADE FLOWLINE • CB # 1 TYPE 1 <br />ROAD STA 3+32.02, 16.42' LT <br />RIM = 5 541.22 (AB) <br />IE = �E� SW) 12" CPEP) <br />---__T----0.50% ------ -0.65% ---- --_ 538.25 l _ <br />------- ; -1.18% ---- ------O537------. <br />-0.84% 0.50% . Ig <br />540......................................... ..... EX..4.7. LF. CMP................ <br />......... EX. '92• L•F• CMP ........... . . <br />EX. 94 LF CMP <br />535 <br />Ln <br />S - 00 08 ft/ft <br />��S <br />STA 2+39.75, 1 i <br />RIM =. 541.19 <br />E = 538.08 (S) <br />IE = 538.12 (N) <br />S = 0.002 ft/ft • I S . 0.002 ft/ft <br />CB #2 TYPE 1L <br />EX. CB #3 <br />STA <br />3+31.94, 20.41- LT <br />STA <br />3+84.61, 21 <br />V LT ; RIM <br />= SHr99541.18 (AB) <br />RIM <br />- 540.16 . <br />EX. <br />IE = 538.27 (S)(18" <br />CMP) IE = <br />538.35 (S•) <br />NEW <br />IE = 6 (E)(12" <br />CPEP)538.21 <br />(AB) <br />FX. <br />IF = 538.27 (N)(18" <br />CM P) <br />NEW IE = <br />SE58.Riz W) (6" PVC) <br />co <br />c� <br />I. <br />538.28 ) <br />n <br />O <br />Ln <br />M <br />N <br />M <br />M <br />� � <br />Ln <br />Ln <br />� <br />Ln <br />� <br />It <br />U") <br />1+50 2+00 3+00 <br />13TH AVE CENTERLINE PROFILE <br />4+00 <br />ASPHALT_ <br />TRMSITION N <br />(A <br />N <br />N <br />z <br />0 <br />z <br />LT <br />20 40 <br />HORIZONTAL SCALE <br />N <br />v <br />n <br />U) <br />f <br />EX. 30' <br />1' MIN. 5 <br />SIDEWALK 18' <br />4' <br />MINI �SAWCUT <br />I <br />CONCRETE CURB AND GUTTER <br />TYPE A-1 <br />SEE STD. DWG. 306 <br />NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER <br />CSS-1 AND SEAL WITH HOT ASPHALT CEMENT. SAWCUT 1" <br />MIN. INSIDE EXISTING EDGE OF PAVEMENT. FOUR FOOT MIN. <br />PAVED SECTION REQUIRED. <br />"" 40 <br />HORIZONTAL SCALE <br />SECTION A -A 13TH AVE W <br />NOT TO SCALE <br />M <br />EX. 30' <br />STANDARD ROADWAY SECTION <br />3" COMP DEPTH HMA CLASS B ASPHALT <br />4" COMP DEPTH CRUSHED SURFACING TOP COURSE <br />4" COMP DEPTH GRANULAR SUB -BASE COURSE <br />*SLOPE OF NEW PAVEMENT MAY <br />VARY BY NO MORE THAN 0.5% TO <br />ENSURE MIN. 0.5% SLOPE AT <br />FLOWLINE. <br />R/W <br />J <br />RECORD DRAWING I <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 02/14/2024 <br />Permit Inspector <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />811 <br />10 <br />�� P11�i>i;L•Y1�F <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN, LLC. OMEGA <br />ENGINEERING HAS PREPARED AND STAMPED <br />THIS DRAWING BASED ON THAT INFORMATION. <br />m <br />Z <br />0 <br />a <br />U <br />W <br />w <br />w <br />❑ <br />Q <br />W <br />Z <br />2 Z <br />J <br />Z <br />> <br />000. <br />I..L <br />LL <br />0. <br />2 <br />N 00 <br />Q � 0-5 <br />0 LU <br />� N <br />L0L0 <br />LU LL] <br />Of <br />�w <br />N <br />Qzz <br />� z <br />z <br />WE <br />W <br />W <br />Z <br />0 3 <br />W <br />C <br />rnU� <br />D- <br />NJ <br />�°� <br />M <br />N <br />LU <br />W <br />V <br />Z <br />W <br />O <br />LU <br />W <br />LJ_ <br />LU <br />U <br />U) <br />Q <br />Of <br />O <br />� <br />W0 <br />LL <br />LL <br />0 <br />0 <br />Of <br />0 <br />rr2 <br />V) <br />~00 <br />N <br />_ofN <br />U <br />a <br />PROD. NO. <br />DSN. BY: <br />1 7- 1004 <br />RAW <br />DAre <br />5/30/18 <br />etas: <br />1 " = 20' <br />DRAWING NO. <br />5 <br />7 <br />OF <br />