Loading...
HomeMy WebLinkAboutWTR2702160.10HIGH POINT ELEV = 407.65 HIGH POINT STA = 20+82.39 PVI STA = 20+59.54 PVI ELEV = 408.16 � co ►n N Qj M ro r-_ + '� N rn LOW POINT ELEV = 405.50 LOW POINT STA = 23+32.50 PVI STA = 23+39.16 PVI ELEV = 405.37 0 = 40.0' VC w o I c w w orn w 160.0' VC w r1r) o. N o In LiN = In U cn U > w w ~ O > m W W U > U > N + p STA 17+56.70 INTER. pp W Lo > m > w 124 S. E. f S. E. 103 r 3' MIN. VER .0 �a W � > W 120OSD I 12" SD W , AIR VAC 18" MIN. SEPARATION(TYP.) STA. 4♦65 18" MIN. SEPARATI SEE �ETAIL THIS 400 I 12" SD TEE 18" MIN. J 18 MIN. SEPARATION { .) W T8H 88'GATE ALVE M7�AAM 11110 W s" ss VER11C L CROSS 18" IN. SEPARATION 8"oss - - EXIS NG 8"X6" E "0 ; SEE SHEET 38 OR 6 SS CONN CTION DETAIL 8x8x TEE - - - _ _------------- - ----- } - ! _ _ - 390 I WITH 8" GATE { ° ------ -- ' V 124th S,E, ----------------------------- 1 380 ROW C'L f INTERSECTION STA 10+00 Ln 0)c-) � o) O o) "t 0)Itp 7O �iL� Opp 'N CAN co O co � NN to r-� cn tI} N � Li 124 S.E. / S.E. 100 00 �� 00 �N O �� o 00 oo� CD oo� 00 �� 00 �� co oo�p 00 Ica 00 �tfj 00 caui 00 z ROW EDGE S.E 100TH N. SIDE? z a) 0) 0) 19+00 20+00 21 +00 22+00 23+00 23+86.93 ►_- PVI STA = 10+30 w O� N b 4 N • r u)� N N CD PVI ELEV = 404.85 � CDO O LiI I 40.0' vc Z _ LOW POINT ELEV = 399.93 17+00 �; w LOW POINT STA = 15+50.49 W N o U PVI STA = 15+73.35 o + o o + o 4- o +w I . 1600 VC 1 Of � Q �; U-) n In U w tii U U ~ C^) `� rn `- N Lo Oa m m > W > w + o 0 STA 155+19.33 INTERSECTION + �p o STA 17+56.70 INTER. 124 S.E./S.E. 103 I 124 S.E./ S.E. 102 ' f W Cti U _ U U > > W 3' MIN. COVER _ 1.07 > w Q7 ROADWAY 400 -------12'--S- - --------------------- --------------------- - - - - - - -� � 12" SD 12' SD (REMOVE EXIST. 8X8 WITH 8" GATE 8 TEE VALVE 6" SS W 18�' MIN. SEPARATION { ) " j R MIN. SEPAARATION L18-INSTAL {TYP.) 12" SD i " 18 MIN. { jTION 8" CROSS �+ VERTICA� CROSS----- 8" MIN, _ 11RA710N (T'YP.) - - ------- �-Ier MIN. SEPARATION8 - -- --------- -- - _ 8X8X8 TEE 6"OSS i �-Ilr IN. SEPARATION 8"QSS WITH 8 GATE VALVE 6"0 SS 0 18 " IN. SEPARATION I 0 " i 6" OS 6" Ss "0 0 6 SS 390 i r -- ---- ;l _ 6 - 8x8x8 TEE 6" Ss SxBx TEE I WITH 8" G NTE VALVE WITH 8" GATE VtE N-rl i - 01 S T - E��Q - f Ss�o • ... • �� ---------- --- ----- ^I NA L l 216 0 ° 1 EXPIRES 5-13— 95 ! --- ---------------------------------------------------------- I �� 8C 1 J, 124th �E,SEE L SHEET 42 A TUM ELE o'er 375. ©O 0 ,.n N � O In � � r- C C) �- � 00(o u�ui o4 -1-4 N - - � "t �� O� O� Q� � OoO�� o �.t"t dd- NO -t ¢ %'lrR-27-1/60 )+00 11 +00 12+00 13+00 14+00 ° *be Ap? I In N 2 PER CITY REDLINES WWJ DWC 7-20-94 1 PER CITY REDLINES WWJ DWC 4172194 NO. REVISION BY APPR. DATE CiT'Y C)F' REl%-TT'c:)N DEPARTMENT OF PUBLIC WORKS WATER PROFILES HONEY CREEK RIDGE '- O O N j N o N .co 0 N 00 N 00 DESIGNED: D WC DATE: 6- i- 94 FILE NAME: DRAWN: WWJ SCALE: 1 "=40' 1/ERT. 1 "=5' CHECKED: WJ/DC 15 + 0 0 16 + 0 0 1 1 + O O APPROVED: DIRECTOR OF PPUBLIC WORKS SHEET: 36 OF: 45 i 9