The URL can be used to link to this page

Home My WebLink AboutD-20570A1� is 1 � 0 0 7. L PROVIDE 1' THICK MARINE GRADE PLYWOOD COVERS, WI7H NEOPRENE RUBBER SEALS BOLTED OVER 4rf PIPE WITH 5/8"i OPENINGS WITH GALV, FLUSH MOUNT EVANSION ANCHOR INSER75. MID GAIN. BOLTS 70 OBTAIN A WATERTIGHT SEAL. 2 RECD. -� I >' 1 I r� 1 I 1 1 1 1 I 1 I 1 i ' 3'- I I 1 1 � 1 I ' 1 , 1 I 1 .___ _ N /y L67 3 P7 N 176036.83 9� E 1. "1437.09 1•;" I.E. 107.65 ` FOR REINF, DE' SEE DETAIL 3 ;- 42'4 CONCRETE PIPE ASTM C-76, CLASS IV ''ESPECIAL 42.0 CLASS IV RCP ELBOW RECD �- ASC TCUT PIPE SECTION END INTO CONCRETE WALL AND SET PIPE I.E O 108.37 �/✓ /Y 666. e P7 207 e 1311 441. � 12' -0' 115.11 EL .L4 - OUARRY 3 SPACES QQX�QQA - 42 "0 CONCRETE PIPE ASTM C -76, CLASS IV TYPICAL FISHWAY WEIR ELEVATION DETAIL 2 N /76 6619.2 . P7700 E 1 311 446, 3 1• 3 16 3 16 3' 2" - 3/8" STAINLESS STEEL PLATES W/BEVELS ON UPSTREAM SIDE 15• �- 1/4" X 2 1TAINL HEADED ANCHOR 012" LIJ SPACING, STAINLESS STEEL, NELSON H4L OR APPROVED. STAGGER PLACEMENT OF ANCHORS IN THE TWO ROWS. TYPICAL TOP OF FISHWAY WEIR X14 0 12 E.F., E.W., TYP, 42.0 RCP PIP -y4 DWL BAR 4 O 12 E W., DWL INTO 4 TOP BAR SLAB AND WALL WALL REINF. NOT SHOWN i f WEIR DETAIL 3 1' -0" B• -0" 1' -0" EL 115.17 #4 OWLS 0 FISHWAY 12 E.F. TYP. E 4' -0" PIPE 6 I I J -18 "6 N- -1760689 fL FUTURE FISHWAY E-1314M&13_ FISH LADDER STRUCTURE CHANNEL NOT PART - - 4 LE 4Y6 RCP 108.37 AND LAST RCP SEGMENT OF THIS CONTRACT NOT PART OF THIS CONTRACT 5UR(/EYORS C�i2T /F /CAIE ' THE UN�.C'6 /ONEO CERT /F /ES TyAT _ !I THE "q,�g�rcr "LA- �1T /ONS .SHOWN IYI NERCO/./ //J /?ED COAeRCCTLY .PEPRE SENT 711E CC1N.1O 1710N5 ____ _____ _____- __.____ I _______ __ -. - - g5//2(/EYEO /N THE. %EEO ON 9- 25-97. S I, n 12' -0' � � 1z• -o• J 4 701p e'YAC LANG 0 EL 115.17 N 176059.80 EXPIRES 3 -s -oo E 1311402.59 I.E. 107.45 #4 0 12 FF., E. W. ECOLOGY BLOCK SEAL 42 "6 RCP PIPE a `N57 ° PLAN - FISHWAY OUTLET i --STACK 2 CONCRETE ECOLOGY BLOCKS 12' -0" 12' -0' (51 X 2.5'W X 2.5'H) AT END OF PIPE EL. 108.37 (STD. LENGTH (STD. LENGTH) 3' -5 1 4't AND BURY WITH COMPACTED IMPORTED BACKFILL AS SHOWN ON SITE PLAN. TYPICAL BOTH 42 "6 RCP OUTLETS. USE Q CREST SAN DBAGS AND VISQUINE, OR OTHER /7604,. . 6 7 211 APPROVED METHOD TO PROVIDE A WATER TIGHT SEAL PRIOR TO BACKFILLING, TYP. 14.7 T.O. EMBANKMENT EL 113,q RECOMMENDED FOR APPROVAL BY % 7 - BY BY PO I.E. 107.65 I I A® 'i A ��ti� °F NORTHWEST, INC. Engineers and Scientists EL 107.37 Bellevue, Washington #4 BENT BAR O TOP / - BELLEV E, AVE NE, SUITE 200 'Ao BELIFWE, WASHINGTON 48005 SEE DETAIL 2 % �#4 O 12 DWL ��i� %/� is (z0 082--2455 8. DRAIN GATE -1/ SPIGOT END SAWCUT FROM 12' -0' E %PIPES NOT SHOWN /4 • 12 E.F.. E.W. STD. SECTION AND CAST INTO 12' WALL FUTURE FISHWAY STRUCTURE C (4) /1 BARS N4 O 12 DWL, TYP. " NOT PART OF THIS CONTRACT !k o M X iWPe ?i (PVC BASIN LINER NOT SHOWN, SEE SHEET 5) A NO. REVISION 5-0 ROLL V-0 10 IIR r. e / 311445.9 I - EL. 108.17 c1 = 100 -YR. FLOOD MAX I Nl7G L%9.5 i I c =EL I #4 O12EW..EF.}- #4 0 12 E.F., E.W. iE13% 4Y.4 P72 .= a FISHWAY WEIR, ---------- _____ _ -- ---- _ --- __________ m •I i 1 I i I 1 142 I 1 ; "6 CONCRETE PIPE 8" D'W'" ' I ______________ _______________- __.___- __..__ RNSIDE FACE i 1 _g• _ -_ WATERMAN C -20 CANAL GATE WITH N 176071.42 12''0• 1 i 1 I E 1311440.85 ,I 1 II N 1716 07-1- . 4 PTA EiWAA 3r,6 s PLASTIC BYPASS PIPE finB.72 ATTACH MN. 7` HIGH PORCELAIN COATED STEEL \ I STAFF GAUGE, READING IN 1/10 FOOT NCREMEN75 WITH s ST. HARDWARE sET N 5.00 READING AT EL 115.0 12' -0' 115.11 EL .L4 - OUARRY 3 SPACES QQX�QQA - 42 "0 CONCRETE PIPE ASTM C -76, CLASS IV TYPICAL FISHWAY WEIR ELEVATION DETAIL 2 N /76 6619.2 . P7700 E 1 311 446, 3 1• 3 16 3 16 3' 2" - 3/8" STAINLESS STEEL PLATES W/BEVELS ON UPSTREAM SIDE 15• �- 1/4" X 2 1TAINL HEADED ANCHOR 012" LIJ SPACING, STAINLESS STEEL, NELSON H4L OR APPROVED. STAGGER PLACEMENT OF ANCHORS IN THE TWO ROWS. TYPICAL TOP OF FISHWAY WEIR X14 0 12 E.F., E.W., TYP, 42.0 RCP PIP -y4 DWL BAR 4 O 12 E W., DWL INTO 4 TOP BAR SLAB AND WALL WALL REINF. NOT SHOWN i f WEIR DETAIL 3 1' -0" B• -0" 1' -0" EL 115.17 #4 OWLS 0 FISHWAY 12 E.F. TYP. E 4' -0" PIPE 6 I I J -18 "6 N- -1760689 fL FUTURE FISHWAY E-1314M&13_ FISH LADDER STRUCTURE CHANNEL NOT PART - - 4 LE 4Y6 RCP 108.37 AND LAST RCP SEGMENT OF THIS CONTRACT NOT PART OF THIS CONTRACT 5UR(/EYORS C�i2T /F /CAIE ' THE UN�.C'6 /ONEO CERT /F /ES TyAT _ !I THE "q,�g�rcr "LA- �1T /ONS .SHOWN IYI NERCO/./ //J /?ED COAeRCCTLY .PEPRE SENT 711E CC1N.1O 1710N5 ____ _____ _____- __.____ I _______ __ -. - - g5//2(/EYEO /N THE. %EEO ON 9- 25-97. S I, n 12' -0' � � 1z• -o• J 4 701p e'YAC LANG 0 EL 115.17 N 176059.80 EXPIRES 3 -s -oo E 1311402.59 I.E. 107.45 #4 0 12 FF., E. W. ECOLOGY BLOCK SEAL 42 "6 RCP PIPE a `N57 ° PLAN - FISHWAY OUTLET i --STACK 2 CONCRETE ECOLOGY BLOCKS 12' -0" 12' -0' (51 X 2.5'W X 2.5'H) AT END OF PIPE EL. 108.37 (STD. LENGTH (STD. LENGTH) 3' -5 1 4't AND BURY WITH COMPACTED IMPORTED BACKFILL AS SHOWN ON SITE PLAN. TYPICAL BOTH 42 "6 RCP OUTLETS. USE Q CREST SAN DBAGS AND VISQUINE, OR OTHER /7604,. . 6 7 211 APPROVED METHOD TO PROVIDE A WATER TIGHT SEAL PRIOR TO BACKFILLING, TYP. 14.7 T.O. EMBANKMENT EL 113,q RECOMMENDED FOR APPROVAL BY % 7 - BY BY PO I.E. 107.65 I I A® 'i A ��ti� °F NORTHWEST, INC. Engineers and Scientists EL 107.37 Bellevue, Washington #4 BENT BAR O TOP / - BELLEV E, AVE NE, SUITE 200 'Ao BELIFWE, WASHINGTON 48005 SEE DETAIL 2 % �#4 O 12 DWL ��i� %/� is (z0 082--2455 8. DRAIN GATE -1/ SPIGOT END SAWCUT FROM 12' -0' E %PIPES NOT SHOWN /4 • 12 E.F.. E.W. STD. SECTION AND CAST INTO 12' WALL FUTURE FISHWAY STRUCTURE C (4) /1 BARS N4 O 12 DWL, TYP. " NOT PART OF THIS CONTRACT !k o M X iWPe ?i (PVC BASIN LINER NOT SHOWN, SEE SHEET 5) A NO. REVISION 5-0 ROLL V-0 10 F 5 rt 42'4 RCP I LE 10w_� Z_lo. - EL. 108.17 c1 = 100 -YR. FLOOD MAX u POOL EL 114.17 n J I c =EL I #4 O12EW..EF.}- #4 0 12 E.F., E.W. ELR112.177 A17 #412 E1K/ I a FISHWAY WEIR, 1 ' SEE DETAIL 2 $ -o I 5OPAT e LOPE TO D •I i O.S. EL 12' -0' 115.11 EL .L4 - OUARRY 3 SPACES QQX�QQA - 42 "0 CONCRETE PIPE ASTM C -76, CLASS IV TYPICAL FISHWAY WEIR ELEVATION DETAIL 2 N /76 6619.2 . P7700 E 1 311 446, 3 1• 3 16 3 16 3' 2" - 3/8" STAINLESS STEEL PLATES W/BEVELS ON UPSTREAM SIDE 15• �- 1/4" X 2 1TAINL HEADED ANCHOR 012" LIJ SPACING, STAINLESS STEEL, NELSON H4L OR APPROVED. STAGGER PLACEMENT OF ANCHORS IN THE TWO ROWS. TYPICAL TOP OF FISHWAY WEIR X14 0 12 E.F., E.W., TYP, 42.0 RCP PIP -y4 DWL BAR 4 O 12 E W., DWL INTO 4 TOP BAR SLAB AND WALL WALL REINF. NOT SHOWN i f WEIR DETAIL 3 1' -0" B• -0" 1' -0" EL 115.17 #4 OWLS 0 FISHWAY 12 E.F. TYP. E 4' -0" PIPE 6 I I J -18 "6 N- -1760689 fL FUTURE FISHWAY E-1314M&13_ FISH LADDER STRUCTURE CHANNEL NOT PART - - 4 LE 4Y6 RCP 108.37 AND LAST RCP SEGMENT OF THIS CONTRACT NOT PART OF THIS CONTRACT 5UR(/EYORS C�i2T /F /CAIE ' THE UN�.C'6 /ONEO CERT /F /ES TyAT _ !I THE "q,�g�rcr "LA- �1T /ONS .SHOWN IYI NERCO/./ //J /?ED COAeRCCTLY .PEPRE SENT 711E CC1N.1O 1710N5 ____ _____ _____- __.____ I _______ __ -. - - g5//2(/EYEO /N THE. %EEO ON 9- 25-97. S I, n 12' -0' � � 1z• -o• J 4 701p e'YAC LANG 0 EL 115.17 N 176059.80 EXPIRES 3 -s -oo E 1311402.59 I.E. 107.45 #4 0 12 FF., E. W. ECOLOGY BLOCK SEAL 42 "6 RCP PIPE a `N57 ° PLAN - FISHWAY OUTLET i --STACK 2 CONCRETE ECOLOGY BLOCKS 12' -0" 12' -0' (51 X 2.5'W X 2.5'H) AT END OF PIPE EL. 108.37 (STD. LENGTH (STD. LENGTH) 3' -5 1 4't AND BURY WITH COMPACTED IMPORTED BACKFILL AS SHOWN ON SITE PLAN. TYPICAL BOTH 42 "6 RCP OUTLETS. USE Q CREST SAN DBAGS AND VISQUINE, OR OTHER /7604,. . 6 7 211 APPROVED METHOD TO PROVIDE A WATER TIGHT SEAL PRIOR TO BACKFILLING, TYP. 14.7 T.O. EMBANKMENT EL 113,q RECOMMENDED FOR APPROVAL BY % 7 - BY BY PO I.E. 107.65 I I A® 'i A ��ti� °F NORTHWEST, INC. Engineers and Scientists EL 107.37 Bellevue, Washington #4 BENT BAR O TOP / - BELLEV E, AVE NE, SUITE 200 'Ao BELIFWE, WASHINGTON 48005 SEE DETAIL 2 % �#4 O 12 DWL ��i� %/� is (z0 082--2455 8. DRAIN GATE -1/ SPIGOT END SAWCUT FROM 12' -0' E %PIPES NOT SHOWN /4 • 12 E.F.. E.W. STD. SECTION AND CAST INTO 12' WALL FUTURE FISHWAY STRUCTURE C (4) /1 BARS N4 O 12 DWL, TYP. " NOT PART OF THIS CONTRACT !k o M X iWPe ?i (PVC BASIN LINER NOT SHOWN, SEE SHEET 5) A NO. REVISION 5-0 ROLL V-0 10 FA /- - ---- --- --- T - _ .. . I -.,- v A6W0 INC, / tAeH are-U SUftiFYuia R iA1GINEF0.8 11&10 KE.160TH ST. BOTHELLWA 88011 FOR WEIR GEOMETRY, SEE DETAIL 2 SECTION CUTTING PLANE , - -r P P SCALE 0 3 6 FEET 3/8" = 1' -0' EXCEPT AS NOTED b m O °o �n m 1 o �z wa 1 z R 1 o a _ 1 y �V O F I.E. 10_8.50 - EL. 108.17 c1 I #4 0 12 E.F., E.W. USE "REINFORCEMENT ARRANGEMENT AROUND OPENINGS" DETAIL, SHEET 4 N - N FOR TRIM BARS AROUND PIPE, TYP. 6" 3' -6' 42"6 PIPE EL 113.17 8" DRAIN GATE, WATERMAN C -20 CANAL GATE WITH T- HANDLE OPERATOR 108.6 1 i 1 I FA /- - ---- --- --- T - _ .. . I -.,- v A6W0 INC, / tAeH are-U SUftiFYuia R iA1GINEF0.8 11&10 KE.160TH ST. BOTHELLWA 88011 FOR WEIR GEOMETRY, SEE DETAIL 2 SECTION CUTTING PLANE , - -r P P SCALE 0 3 6 FEET 3/8" = 1' -0' EXCEPT AS NOTED b m O °o �n m 1 o �z wa 1 z R 1 o a _ 1 y �V O