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HomeMy WebLinkAboutWWP2703385.1" PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. Ln o ^ STA.112+47.76, 6.0'LT \ 8 SSMH#2, SHALLOW TYPE B-54" ILWACO PL. NE RIM=4S4 ,4 9cA, 1j JERICHO PL. NE I'I III I &"�E) �� �9 III I I III ADJUST TO FINAL GRADE A ® 1 0L ,. rs 00 O LLI I � Z H 00 (-) L.L _z n �i Ax Cn W7 Z o Q z Li o ry �z W �W � Li of � w z U) Q a a m z m PLAN - DRIVEWAY OFF HOQUTAM AVE NE LOW POINT ELEV = 452.50 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 GRAPHIC SCALE 0 25 50 100 1 inch = 50 feet 470 PVI STA = 305+87.94 LOW POINT STA 307+65.09 470 . ...... ....... 1 1._ _ PVl .ELEV 455. ...... .............. _ PVI' � STA � 307+90.25 A.D. _ -0.51 PVI ELEV = 451.90 PVI STA:= 1 1 +09.24: . K = 194.40 A.D. = 6.38 PVI ELEV = 462.13 100.00' VC K = 15.68 A.D.: = 1.27 100 00' VC K 59.11 W w U U O z � O uj a I 0 O N L L a 0 U W W a a °w W W N 04 O r � � d z N r W 04,E •: C, v �I�I:/V/I► �• a x W v_ o_ ... .............. .... _. _ ..... 75:00' ..VC ............. ...... .... ............. Ln +tO " 0: CN 460 _ ¢ _.J.. w o + o M 460 J:.......... ....... .. 470.. . ... + .. o tO � CD 470 jj Q W ^O �"n t Q W + $> in -- -- -�1.079; a d W a `n w N> a > c�� a _ _ _ . n-2 _ a '19' ooq -.. a II u -a z� C 4 p Z jW � � U N i - - U)IW U-) M - L uJ ul HWIt v v v - - U)W - Lv W - - m X I I 11 [n (/� W InV)rj + QW2d' tf W W O " = II N If II _ ..... cn to o_ - - 450 00 f, RECOMMENDED FOR APPROVAL By: A4,Dote:.5' O'/' By:7t' .(fit? Dote: 06 By: Dote: By: Dote: DATE JOB NO. DWG NO. r C L�J � J m w z a uw 0 U z 0 D O! F- z w ^M ((L V W W 0 J z z w 0 z 0 F- w Lu J = U ui 03/15/2007 170F 21 J — 0 0 z Q w w U)