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HomeMy WebLinkAboutD-226407d r!1 00 0) O N] O O E O C O N Ndr NE TP G7 -'oQlAfErmTLIT LOWER FISH CHANNEL SEE SHEET 3 CROSSING #1 BOX CULVERT SEE SHEET 10 Lowered U lerCh­ne/ EXISTING GROUND 1 UGW1 WATER LINE -T-9- 3E 9 MODIFY PATH TO CENTER � �� - -��_ ^^^� ON BOX CULVERT. PLACE \ Appj� 6" OF CRUSHED GRAVEL \O S00� SURFACING ` . ��� � C0ND4 TO BE REPLACED W/ 2 -4 "0 & t 2 -6 "0 CONDUITS BY POWER UTILITY i C0ND3 START OF NEW C0ND2 �\�� ,^��� �� \��\ CONSTRUCTION, I \ ®o STA 0 +09.32 C0ND1, CONTRACTOR TO PROVIDE EXCAVATION ®o AND. PIPE BEDDING FOR. NEW VAULTS- AND CONDUIT EXISTING WSDOT BOX �` \ �� ��� PROVIDED BY CABLE UTILITY. SEE ADDITIONAL CULVERT WINGWALL ° DRAWINGS AND COORDINATE CONSTRUCTION STRUCTURE �' / � � � \� i, WITH CABLE UTILITY AND CITY STA 0 +00 (¢ EXISTING �`� � \ �r EXISTING PATH CULVERT 0 HEADWALL) SEE SHT 3 �4 ROCK WALL FROM BOTTOM OF CHANNEL in C \ TO GROUND SURFACE.1 SIMILAR TO TYPICAL SECTION A -A SHEET 9, TYP BOTH SIDES EXISTING WSDOT 6'X4' EXISTING FENCE; REMOVE FOR CONSTRUCTION BOX' CULVERT \,\ �; i \ \ \\ AS NECESSARY AND RESTORE EXISTING NET FENCE POLE TYP EA SIDE EXCAVATE AREA BETWEEN WING WALLS. USE CARE TO Sly 769 \ NOT DAMAGE CONCRETE \ STRUCTURES REMOVE EXIST. ECOLOGY BLOCKS AND THOROUGHLY THE DETAIL 1 - UTILITY CROSSING THEAEXIST. BOXLCULVERT OF AND TRANSITION DETAILS AT SR 169 AND FISH LADDER TO THE CEDAR RIVER. (REF. SHEET 3) NOTE: SEE UTILITY LOCATE INFORMATION TABLE AND ADDITIONAL DRAWINGS. 0 5 10 20 SCALE IN FEET As- lJU;lt Motes /. 4" A. 6 /os C.,v 'Pipe io un'7 U-5• Wesl p/IOne b, le in /F. U5' W­1 f/7r Mu/ Cmn /rocior remevad. The 4" p'pe 10mba61Y ex'fends a /oyhi'7 Side 2. SeeR heafen of 16 "W,.fer l:oe 1444 46 ct fer I V -6' F p�pU (�C)cl 4" THICK CONCRETE OVERTOPPING SLAB WITH 6 X 6 / W 1.4 X W 1.4 WELDED WIRE MESH 0 CENTER OF SLAB. SLAB SHALL EXTEND 5' -0" (EACH SIDE) OUT FROM AND PERPENDICULAR TO CHANNEL _6" 1 I � O O WO J _I pU3 i a I d a a 9 p I N g N n tV t0) .0 O ao +� +i Q (n ~ C7 OI. N IZ N J �^ H W W �'W j W�'�U' OIW U' O 0' w a � Cc ' 0 u-e �w a DETAL 2 - UTILITY OVERTOPPING SLAB (REF. SHEET 5) NOTE SEE SHEET 5 FOR APPROXIMATE LOCATIONS OF PIPES. 0 5 10 SCALE IN FEET q0'4If4fp UTILITY LOCATE INFORMATION POINT I UTILITY : DESCRIPTION .NORTHING- EASTING+ T.O. PIPE EL. Cl I CONDI T.V. 2 "O WHITE PVC 175417.66 1310232.70 68.59 C2 C0ND2 PHONE, 3 "0 WHITE PVC 175424.68 1310240.58 67.32 C3 C3 C0ND3 PH TAN &1 1/2 "0 BLACK 175425.02 1310240.86 67.34 C4 C0ND4 POWER, 4-"0 GRAY PVC 175427.59 1310241.90 67.13 U1 UGWi 116"0 TER MAIN 175435.48 1310243.89 66.69 U2 UGW2 12 "0 PIPE, SOUTH 175563.66 1311241.38 79.89 U3 UGW3 16 "0 'PIPE, NORTH 175571.33 131125583 80.64 U4 UGW4' 16"0 PIPE, MIDDLE. 175567.30 1311248.72 79.95 CHI CHEM1 CONC ENCASED CHEM CONDUITS 1 175552.12 1311240.15 81.36 NOTE: -THE COORDINATES FOR THE UTILITY LOCATIONS ARE APPROXIMATE AND ARE ONLY INTENDED TO HELP THE CONTRACTOR LOCATE THE POSITION OF THE CONDUITS. BEARINGS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. CALL 48 HOURS BEFORE YOU DIG: 1 -800- 424 -5555 POST WASxr 25)92 4 �OF ISTEl �SSIONAL ECG` E PIRES 12.- 21 -99. - N, jheI7Y,.n Shawn APPROVED' BY D DATE 7-6-?& 4f3� 6 f 07 SCANNED MAR 3 0 2000 , , r. 0 °o d xAl y N x a 1 z N y' I G N