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Home My WebLink AboutD-205706AS -BUILT Water Main Fishway Total u 1 3 76 7b7-� (SHEET 7) ^ G 131- 1 v y 31• ' SI h "9 DISCHARGE DATA w 0V IRRIGATION I � 8' BYPASS 4' C G.,,,CM: PIPE. DRAIN ^.ATE- SEE DETAIL 1, SHEET 7 i \ x E (cfs) OCKWT FOR L1A1y 114.17 HANDRAIL, INSTALL WITHIN 3' (MAX CLEAR OPENING) OF - CHANNEL LOW FLOW WEIR 113.67 CHAIN LINK FENCE 228.0 X 113.17 58.1 30.1 88.2 Spillway Crest 112.67 0.0 17.1 17.1 ANCHORS O 6' ALL AROUND r X 72' CHAIN LINK BARRIER FENCE AND GATE, SEE SHEET 7 AS -BUILT Water Main Fishway Total SPILLWAY Elev Spillway Outlet Flow DISCHARGE DATA (ft) (CIS) (CIS) (cfs) 100 -Year Storrs Pool 114.17 361.5 64.0 425.5 V-8 113.67 181.8 46.2 228.0 X 113.17 58.1 30.1 88.2 Spillway Crest 112.67 0.0 17.1 17.1 ANCHORS O 6' ALL AROUND r 112.17 0.0 7.7 7.7 i5 O E.F. 111.67 0.0 2.0 2.0 Fishway Weir 111.17 0.0 0 O 0.0 j BLOW FLOW WEIR PLATE -,,F ' X II 3' X 3' X 3/8' ALUMINUM _ , I � ANGLE w-ai 1/2" x 3' i ig :17- / LOLF, EXPANSION ANCHOR 1.! 6' ALL AROUND. TYP. 1 --x - h- --- - - -' -- - - --- -- ----------------------------------------- > 23 1 f2' WIDE X 24' HIGH X 5/8 THICK ALUMINUM PLATE- ' �O WALKWAY AND N 4743684 - 201 HANDRAIL, X SEE SHEET 9 E I-511 ai � N�------------------------ - - -.-- - - - - - -- - - - - -- - - - - - - - - - - - - - T ^I 3 BEARING BARS I I I DIRECTION X 1 i 1 ' i FLOW o T ! i I ]I o I APPROX LOCATION OF PIPE SLEEVES X FOR CHAIN LINK BARRIER FENCE I I CM4TRACTOR TO COORDINATE LOCATION WITH FENCE FABRICATOR, SEE SHEET 7 _ - X s_� TYP. 1 H `�� 6 ' 7P ®6 � I °i J CE HANDRAIL, TYP. --------------------------------------------------------------- Ij 1-7booB•4 (L' 72'0 REINF. CONCRETE 6005,7- ' TYP. > PIPE ASTM C -76, CL IV E 1311490.3 ! -L- - N Ill. 007.3 1' -0' S OT E 1 311 498 -5 � E IIO.NoZ `p M ________________ ____ __ ___ ____________ _______ ___ ___ ___________ _�___ sPfij_WSY P1 AKI J5 O 12 E.F. A \,�� ✓�V�VA /� - #5 O 12 NORAP GRAS 1.4 ,-8'0 PVC PERFORATED PIPE, 3ASIN BOTTOM GEOTEXILE FAemc i PERFORATIONS FACING DOWN 1ELD FIT PVC LINER AROUND 108.67 OVERLAP SEAM 18' MIN_- % , -1.5' COMPACTED FILL PIPE WITH 4' MIN. CLEAR 1 1/2 INCH o WASHED GRAVEL DIAMETER 1 VARI GEOiEXTILE FABRIC _ k n ` \-6- 01:64il ISSANO D E L EI E O - PVC BASIN LINER ESE SEDIAE+lTAMON PION SUBDRAIN SwP -t7 -joie% NoT TT) SCALE 1 N I"15997.4- E 1 311 495.3 ? Io-I. b1 0 I Lu � e V W w 7!"Nxo.1 IT 312. 311 - 10N.3N. 0 L P _JK (SHEET 7) SPILLWAY OUTLET STRUCTURE I ° CI I .n 'a I 1 2' -0' I - 1' -O' TyP °T - -j' \ N 176002.1 H � 1 '5114-19.5 71' -3' 8' -0' (SHEET 7) y Lo7. 65 -5' CRUSHED SURFACING \ N 176 0 te 77.9 E 1 311 502.(0 e' SUBDRAIN �� L G �PE AND GATE 27` -O' f N l311042.5 �- 11 E 1311494.3 11 _0• CITY QF RENTO �T 6' BYPASS DRAIN GATE, WATERMAN C -20 CANAL iF AREA UNDER s-Inv ,NeES 6YER EXUVaTEO gV 3 To f' 7 T- HANDLE OPERATOR GATE (GALV.� PROVIDE 72' CHAIN LINK BARRIER 2.5 ` 5' -0' LG. GATE FRAME Y BELOW T.O. WALL x FENCE, SEE SHEET 7 IMPORTED BACKFI TYP_ BOTH SIDES 5' -6' jONAL ET' . V-8 TOP OF FILL AT SPILLWAY. EL 1.15.13. 115.16 0404T7046 TYP. I X F - r 3' X 3' X 318' ALUMINUM, ANGLES i ! 100 -YR FLOOD MA)L ' NTH 1/2' X 3' LONG EXPANSION - 1' -0' ANCHORS O 6' ALL AROUND r q. POOL EL 114.17 SEE DETAIL 4 i5 O E.F. _ -7 SPILLWAY CRESTI (SHEET 9) 1 / -- X8012 1 ELi42 -6i :12.b8 DRILL 7/16.0 HOLE % O / L THROUGH /5 12 ANGLES FORR 3/9"0 D 1 3 FOR PIPES 15'0 AND SMALLER; SEE SHEET 4. j6 O 12 P O 9 EF. ALUM. LOCK BOLT, 2 PLCS BLOCKOUT FOR MAIN 5' -2't / 12' -0' (STANDARD LEN BASIN BOTTOM L CHANNEL LOW FLOW WEIR -J °- "j 109.62 !( --------------------------------------------------- --------- - - - - -- -- 8' PVC SUBDRAIN FIELD FIT PVC I DWIL 0 12 PIPE (WEST / / WALL ONLY) UNER OVER RCP j6 OWL O 12 -�_ �l MATH 4' MIN. 4 -- - - -� - -_ - - -- ---- �\jJ /I.E 106,8. 101v.52 CL: ARANCE --`' --- L_ 1o5.'3F - PVCUNER , ---------- - -- --- OUTSIDE WALLS 16 O 12 \ i Io3.47 ! EL. '183:43 T -- J5 O 12 E.F. A \,�� ✓�V�VA /� - #5 O 12 NORAP GRAS 1.4 ,-8'0 PVC PERFORATED PIPE, 3ASIN BOTTOM GEOTEXILE FAemc i PERFORATIONS FACING DOWN 1ELD FIT PVC LINER AROUND 108.67 OVERLAP SEAM 18' MIN_- % , -1.5' COMPACTED FILL PIPE WITH 4' MIN. CLEAR 1 1/2 INCH o WASHED GRAVEL DIAMETER 1 VARI GEOiEXTILE FABRIC _ k n ` \-6- 01:64il ISSANO D E L EI E O - PVC BASIN LINER ESE SEDIAE+lTAMON PION SUBDRAIN SwP -t7 -joie% NoT TT) SCALE 1 N I"15997.4- E 1 311 495.3 ? Io-I. b1 0 I Lu � e V W w 7!"Nxo.1 IT 312. 311 - 10N.3N. 0 L P _JK (SHEET 7) SPILLWAY OUTLET STRUCTURE I ° CI I .n 'a I 1 2' -0' I - 1' -O' TyP °T - -j' \ N 176002.1 H � 1 '5114-19.5 71' -3' 8' -0' (SHEET 7) y Lo7. 65 -5' CRUSHED SURFACING '-06 DWL O 12 (2' TOP COURSE OVER CITY QF RENTO �T 3' BASE COURSE) 1 iF AREA UNDER s-Inv ,NeES 6YER EXUVaTEO gV 3 To f' 7 T.O. EMBANKMENT EL 115.17 N 1 71;023.6 2.5 ` F 13114.95.5 MAPLEWOOD CREEK SEDIMENTATION BASIN IMPORTED BACKFI 12' -0' (STO. LENGTH) - -- -------- _ -_72b RCP_OUTLE7 PIPE - - -- - - -- #4 DWL O 12 E.F. -, HANDRAIL. SEE SHEET 7 ! IO. Not §'__4 EL 4�&&7 2 ! PIPE SLEEVE SIMILAR TO SECTION L -L, 1 SHEET 7, TYP. � lo�•bb EL i476:?' r- CONCRETE SILL (BEYOND) /MATCH EXISTING CREEK BED HEAVY LOOSE u i7 RIPRAP EL t92-W c N >I_41 ^EL 1013 I - ,}'5012 E.F. E.W. ,o � 2. ALL PIPE SECTIONS SHALL BE BELL AND SPIGOT TYPE WITH '-06 DWL O 12 Q IT o / A m CITY QF RENTO �T RUBBER 0 -RING GASKETS. iF AREA UNDER s-Inv ,NeES 6YER EXUVaTEO gV 3 To f' 7 DEPARTMENT OF PUBLIC WORKS 3. FOR CONNECTION OF PVC LINER TO CONCRETE STRUCTURE, SEE To REMOVE GIAYEY Sal . 3' To 4' pogaRV (/ 25192 MAPLEWOOD CREEK SEDIMENTATION BASIN ^I - #5 O 12 PLAc.ED' GRou,,NO WPTER SEEPS EN G.ouKTEiZEp pvwaa Ci`1.IYIR1JCT1oNi. Pur�P1�1t. uAVCY bl� . jONAL ET' . i i 3 6 FEET 0404T7046 SPILLWAY PLAN AND SECTIONS DESIGNED R.5 P. H.N.W. .DATE: ' -.5 -9e E ME EE j F - r 3/6' _ �' -0- NOTES NOTES' 1' -0' DWH! 5 II 9E ,APPROXI )aTF 4PPROVTO: ` »EET - TYP . FOR PIPE WALL PENETRATIONS REINFORCING DETAILS, USE 'REINFORCEMENT AROUND OPENINGS' FOR 16'0 AND 'TYPICAL RECOMMENDED PO,3 LARGER AND FLEXIBLE WALL PENETRATION' FOR APPROVAL FOR PIPES 15'0 AND SMALLER; SEE SHEET 4. HANDRAIL. SEE SHEET 7 ! IO. Not §'__4 EL 4�&&7 2 ! PIPE SLEEVE SIMILAR TO SECTION L -L, 1 SHEET 7, TYP. � lo�•bb EL i476:?' r- CONCRETE SILL (BEYOND) /MATCH EXISTING CREEK BED HEAVY LOOSE u i7 RIPRAP EL t92-W c N >I_41 ^EL 1013 I - ,}'5012 E.F. E.W. ,o � 2. ALL PIPE SECTIONS SHALL BE BELL AND SPIGOT TYPE WITH BY 7- 7-9� NORTHWEST, INC. Q IT o / A m CITY QF RENTO �T RUBBER 0 -RING GASKETS. - - ^.queers and Scientists BY 7 DEPARTMENT OF PUBLIC WORKS 3. FOR CONNECTION OF PVC LINER TO CONCRETE STRUCTURE, SEE Believe, Washington BY 2353 -130TH AVE NE, SUITE 200 981EWE WASHINGTON 98005 (/ 25192 MAPLEWOOD CREEK SEDIMENTATION BASIN TYPICAL BASIN LINER /CONCRETE ATTACHMENT DETAIL SHEET 5. ,E �Z�))� 24M jONAL ET' RECONSTRUCTION AND IMPROVEMENT PROJECT a, PVC BASIN UNER NOT SHOWN IN ALL VIEWS, SEE SHEET 5. SCALE 0 3 6 FEET cars 2 -21 -sa SPILLWAY PLAN AND SECTIONS DESIGNED R.5 P. H.N.W. .DATE: ' -.5 -9e E ME EE j 3/6' _ �' -0- DROWN: �. N.N W. j17 =bi2 CHECKED: 07.P. N.N.W. GaLE +s uD'ED :ra EXCEPT AS NOTED AS BUILT NOTES ADDED .ENSIGN - DWH! 5 II 9E ,APPROXI )aTF 4PPROVTO: ` »EET - cms rrn o �( n C W o� z N o z 0 N Q