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CrPALMDEN E IrALYE <br />SECTION 12, TOWNSHIP 28N. RANGE 4E,111 W.M. <br />7 <br />-13 <br />7A <br />A <br />01 <br />NO' RK G W W VV <br />--- IT- S SD- SID SID <br />14 .11 <br />40 LF 1 CPEP <br />m Ss SS <br />A S_ <br />,z <br />... .. ... .. . . <br />------------ 1+ <br />:tT <br />SAWQUT �LINE <br />SS.- <br />Ss- SS 19S <br />7� <br />!� -W W W W -W W W W <br />W V-7�� (P' DIP <br />81 ST T SD- SD- SID <br />ZZ W:. ---- D-� <br />. r-- W '. - - SU- <br />SD- <br />S SD- SD- SID SID SID (AB)CB STA 14+70.22, 12.981T <br />4. END CURB, GUTTER, SIDEWALK <br />TYPE I CB 125 LF 12" PVC(AB) MATCH EXISTING <br />TYPE I CB S=0.028 ft/ft <br />;L RIM=597.17 RIM=570.37 TYPE I CB TYPE I CB <br />IQ IE 12" CONIC NE=567.47 RIM=570.52 <br />IE 12" CPEP E=592.82 IE 6" PVC S=567.69 RIM=570.00 IE 12" CPEP E=566.38 <br />4 IE 4" PVC N=567.20 IE 12" CONIC W=566.43 <br />q INTERSECTION IE 12" CONIC E=566.97 IE 6" PVC S-566.63 <br />STA 4+04.20 (UPPER RIDGE RD) IE 12" CONIC SW=567.28 <br />STA 10+00.00 (81ST ST SW) <br />�A5 <br />600 . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . <br />EX. GRADE <br />@ ROAD <br />PT: STA 10+84.54 <br />ELEV.: 592.61* <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . 592.4'9(ARY . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . <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 11/06/2024 <br />Permit Inspector <br />N. .......... : <br />590 . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />CB #6 <br />Cn <br />CONTROL <br />I STRUCTURE <br />TYPE 11 <br />PER COE STD. <br />Cn <br />in DWG 405 <br />13(AB <br />+& LF 12" CPEP <br />In <br />Cn <br />CB #5, TYPE 11 - 48" <br />STA 30+13.90, 23.20LT <br />RIM 570.15(AB) <br />IE=550.62 12" CPEp(AB) <br />IE-551.92 12" CPEP <br />561.05(AB) <br />01 1 <br />IE 12" CPEP=565.75 <br />_f- [F 12" CPEP <br />9(AB) <br />30' CB #4, W/ STORM FILTER <br />STA 14+47.90, 27.32LT <br />�_�RIM §49-20 571.03(AB) <br />IE=566.10 12" PVC <br />IE=566.10 12" CPEP <br />(SEE SHT. 6 FOR DET.) <br />LLI I <br />> <br />z <br />LLJ <br />z CL <br />< 0 <br />ES F_ <br />CY- 0 <br />LLI Z <br />50' <br />25' EX. 25' <br />6' <br />SIDEWALK 28' <br />4' ±14' <br />MIN.1 /-SAWCUT <br />- 2% % EXISTING <br />CONCRETE CURB AND GUTTER <br />TYPE A-1 <br />SEE STD. DWG. 307 <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 />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SECTION 13-13 81ST ST SW <br />NOT TO SCALE <br />580 . . . . . . . . . . . . . I . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . X . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . % . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . I <br />z <br />M <br />X <br />z <br />0 <br />< <br />Z <br />z <br />0 <br />< <br />W <br />0 <br />0 <br />Of <br />M <br />>; <br />W <br />0 <br />0 <br />Fm <br />U) <br />U) <br />06 <br />z <br />Lu <br />[z <br />< <br />0 <br />00 <br />Lu LNo LOS <br />> 00 0-5 <br />< 00 '1- <br />LU 0') Cj c6 <br />0, 0 Lo <br />0 CD. N. <br />L0 L0 <br />N N <br />LU LLI <br />3: 12 <br />r, LU <br />0 > <br />r� LUI <br />N <br />jo, "4116, <br />2 W LLI <br />LL1 <br />z <br />o rs <br />z <br />LU <br />1;r <br />C4 <br />0 <br />C4 <br />1 <br />0 <br />M <br />I <br />0 <br />1 <br />< <br />0 <br />V) <br />U) <br />0 <br />< <br />C0 0 <br />LU <br />> <br />. . . . . . <br />. . . . . . . . . . . .. . . . . <br />. . . . . . . . ... . . . . . . . . . <br />z <br />.. <br />EX. CB <br />CB #4 <br />0 <br />FZ <br />U) <br />STA 14+13.75, 13.82LT <br />RIM=570.00 <br />IzSTA 14+47.90, _27.32' LT <br />0 <br />C <br />3 <br />N <br />1 <br />< <br />LU <br />IE (E) = 566.97 <br />RIM = @49.29 571.03(AB) <br />1E = 566.10 (W) <br />0 30 60 <br />j j <br />0 <br />Z <br />0 <br />"1. <br />LU <br />IE (SW) 567.28 <br />AS -BUILT <br />FLOWLINE <br />!E = 566.10 (E) <br />SCALE <br />C <br />24 <br />i:z <br />(D <br />z <br />DESIGN <br />FLOWL& <br />E <br />0 <br />c) <br />Lu <br />< <br />LU <br />C <br />LL <br />3f <br />570 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . ... . . . . . <br />. . . . <br />. . . . . . . . . .. <br />12s <br />Ld <br />�5 <br />0 <br />IRS <br />0 <br />C <br />0 <br />z <br />0 <br />CB <br />STA <br />#7, TYPE I <br />13+23.94, 1-3.20' LT <br />Lp 12" <br />PVC <br />- <br />N <br />LO <br />0 <br />BEFORE YOU DIG <br />F_ <br />of <br />z <br />00 <br />RIM <br />= 9;z2-94 572.07(AB) <br />S_- <br />�_j <br />0 <br />811 <br />< <br />LU <br />0 <br />N <br />IE = <br />569.15il (E)669.73(AB) <br />0.02,9 <br />M q <br />ft <br />4c <br />�,q- <br />U)) <br />I (D <br />W <br />> <br />LU <br />565 <br />C� <br />0 <br />0) <br />0) � <br />M <br />0 <br />0) <br />W <br />C4 <br />0) <br />C; <br />00 <br />0 <br />10+00 11+00 12+00 13+00 <br />81 ST ST SW CL PROFILE <br />14+00 <br />AS -BUILT NOTE: <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN LAND SURVEYORS. <br />OMEGA ENGINEERING HAS PREPARED AND <br />STAMPED THIS DRAWNG BASED ON THAT <br />INFORMATION. <br />P W NO . <br />R . <br />DSN. IS Y. <br />1 7- 0408 <br />RAW <br />DA� <br />7/17/19 <br />V. = 30' <br />D�WING NO. <br />8 <br />9 <br />OF <br />