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HomeMy WebLinkAboutD-295218li INLET I VAULT TO STORM FILTER VAULT INLET - PLAN - BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" IUV UI- KIJtK tL _ STANDARD GALV STEEL LADDER /STEPS SEE NOTE 8 & 11 - INLET 12" RCP IE (N) = 409.71 SHEAR GATE 8 "0 MIN, SEE NOTE 2 FRAME AND SOLID LID SEE NOTE 10 ' RIM = 418.74 I --LIFT HANDLE, SEE NOTE 3 PIPE SUPPORT, SEE NOTE 1 LIFT HANDLE, SEE NOTE 3 o z I � N OUTLET TO STORMFILTER VAULT 12 LF, 12" RCP IE (NW) = 407.31 SLOPE = 0.50% b z_ ` -12 "0 RESTRICTOR /SEPARATOR CV �� PIPE, SEE NOTE 4 MIN i RESTRICTOR PLATE WITH o z_ eJ }jOV-iDO� 0 orF uJ o 0 2.25" ORIFICE, CUT ROUND AND SMOOTH BASE COURSE 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BOTTOM ELEVATION = 403.31 SECTION = BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" CALL 48 HOURS �''` BEFORE YOU DIG E B xERe ,GI � {' N E E R E / Ax e B AI � M x a E9TH AVENUE SOUTH FE DERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)4312300 kl 4 t _ Last S-d. xW A/ 1920M oL 070" by Anna.bom fa #­ al200flFAPIYI- Oh092irAMIdrys1099_M2Odg SN� 1 TO OUTFALL 2 PLAN - FLOW CONTROL STRUCTURE - SCALE: 1/2" = V -0" STANDARD GALV STEEL LADDER /STEPS, SEE NOTES 8 AND 11 -\ LIFT HANDLE, SEE NOTE 3 -\ POND DESIGN WS/ TOP OF RISER EL = 318.67 SHEAR GATE, 8"0 MIN, SEE NOTE 2 RIM ELEVATION = 318.67 DEBRIS CAGE PER KCRS STD DWG 2 -028 PIPE SUPPORT, SEE NOTE 1 2.30" ORIFICE CUT ROUND AND SMOOTH ELEV = 318.00 ORIFICE ELBOW, SEE NOTE 5, TYP ELEV = 317.67 RESTRICTOR PLATE VINWITH 2.50" ORIFICE MIN CUT ROUND AND SMOOTH OUTLET PIPE IE= 315.30 SEE NOTE 9 INLET OUTLET 34 LF 12" RCP IE (SE) = 408.71 o 18 "O RESTRICTOR SEPARATOR 4 INLET FROM POND 6.5 LF 18" CPEP (N -12) SLOPE = 1.07 o z I � N OUTLET TO STORMFILTER VAULT 12 LF, 12" RCP IE (NW) = 407.31 SLOPE = 0.50% b z_ ` -12 "0 RESTRICTOR /SEPARATOR CV �� PIPE, SEE NOTE 4 MIN i RESTRICTOR PLATE WITH o z_ eJ }jOV-iDO� 0 orF uJ o 0 2.25" ORIFICE, CUT ROUND AND SMOOTH BASE COURSE 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BOTTOM ELEVATION = 403.31 SECTION = BYPASS STRUCTURE - SCALE: 1/2 " =1' -0" CALL 48 HOURS �''` BEFORE YOU DIG E B xERe ,GI � {' N E E R E / Ax e B AI � M x a E9TH AVENUE SOUTH FE DERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)4312300 kl 4 t _ Last S-d. xW A/ 1920M oL 070" by Anna.bom fa #­ al200flFAPIYI- Oh092irAMIdrys1099_M2Odg SN� 1 TO OUTFALL 2 PLAN - FLOW CONTROL STRUCTURE - SCALE: 1/2" = V -0" STANDARD GALV STEEL LADDER /STEPS, SEE NOTES 8 AND 11 -\ LIFT HANDLE, SEE NOTE 3 -\ POND DESIGN WS/ TOP OF RISER EL = 318.67 SHEAR GATE, 8"0 MIN, SEE NOTE 2 RIM ELEVATION = 318.67 DEBRIS CAGE PER KCRS STD DWG 2 -028 PIPE SUPPORT, SEE NOTE 1 2.30" ORIFICE CUT ROUND AND SMOOTH ELEV = 318.00 ORIFICE ELBOW, SEE NOTE 5, TYP ELEV = 317.67 RESTRICTOR PLATE VINWITH 2.50" ORIFICE MIN CUT ROUND AND SMOOTH OUTLET PIPE IE= 315.30 SEE NOTE 9 INLET o 18 "O RESTRICTOR SEPARATOR 4 INLET FROM POND 6.5 LF 18" CPEP (N -12) PIPE SEE NOTE IE (POND) = 315.25 RESTRICTOR PLATE IE (SW) = 314.75 b z WITH 1.60" ORIFICE SLOPE = 7.7% �� CUT ROUND AND r�IN SMOOTH 54 "0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BASE COURSE - BOTTOM ELEVATION = 311.30 SECTION -FLOW n CONTROL STRUCTURE FOR POND SD-23 SCALE: 1/2" = 1' -0" BYPASS AND FLOW CONTROL STRUCTURE NOTES: 1. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE SUPPORT(S). 2. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTES 4, 7, 8, AND 9 FOR SHEAR GATE. 3. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 7 FOR LIFT HANDLE. 4. REFER TO WSDOT STD PLAN B- 10.40 -00 AND ASSOCIATED PLAN NOTE 1, 2, 3 AND 5 FOR VERTICAL RESTRICTOR /SEPARATOR PIPE. 5. REFER TO ORIFICE ELBOW DETAILS SHOWN ON WSDOT STD PLAN B- 10.40 -00 6. PIPE SIZES AND SLOPES PER PLANS. 7. OUTLET CAPACITY: 100 YEAR, 24 HR STORM EVENT. 8. METAL PARTS: CORROSION RESISTANT. GALVANIZED PARTS TO HAVE ASPHALT TREATMENT 1 PER WSDOT STD SPEC. 9 -05. 4 (4) 9. METAL OUTLET PIPE CONNECTS TO CPEP (N -12). OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4 ". 10. FRAME AND LID PER WSDOT STD PLAN B- 30.70 -00. 11. LADDER /STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. " xox ;MI., �Ss© CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 1N. RENTON RECONSTRUCTION ARIA � P nning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS .rteI DATUM pproved For Construction or Esc DRAINAGE. DETAILS F IA! liE qGH REVISION BY DATE APPR °V"�CORD""r SHEET3 dsr. art M. Hnnsnn P.F. ❑nte 3/21/08 v maixo xa . SD20 .