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Home My WebLink AboutR-355013V) N I d. a- (L Lt D w O UM~ 3o�co �w3� e Zu~i10.� ad O LLJ ad �3UJ IX LU an IS N wZ n d 3 O 0 BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR H L , Ill RRIYE Aide V. sure TI ~ W V � . � LJ pil an 24' C a m 8 � Cl C 54' W qI c 0 a CD $a o 4" d- �3 Q wo as Lu t as or 0 0 C1 a 0 0 o x zi soA so 3 Y Y Y Y D- O •- O rn n 1! IsM :1 Z 0 0 ASBUIL T STORM /TESC NOTES AND DETAILS TOP SECTION No. 612 -CPS -T 9,910 lbs. oauet Pipe Wtn samPlllly �R 'OUR£T PIPE TO TRAM 612 -2 -CPS OIL WATER SEPARATOR Projected Plate Area as 1,776 Sq/ft Maximum Process Flow se 830 GPM 25.790 lbs. 12' -11" Facial Coalescing Pack J � I i �� T -i -9" W -4. 6'-7" INLET PIPE Wdh Somali, Tee By others den..11 -1e 5uamot Lachesis Wishse..F, hrpl An:l -of COB 132 0198S2o]B 001"111 %e[aA 111, RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. ® IMLffYVAULT' 612 -2 -CPS OIL WATER SEPARATOR PROJECTED PLATE AREA =1,776 Sqt t MAIUMUM PROCESS FLOW =830 GPM UV Co. 2 -332P, Galvanized W Co. 2436P, Galvanized Diamond Plate Cover Diamond Plate Cave, 2 Places Aq kill L I - - - - - -�- - - -m -J 4 -Ton Lif! Anchor G Places In Top Section PLAN VIEW Oil Retalnina TOP ELEVATION Carle an Coale ng Media 2'-7' an TY- Holtl D wns 2' -T one 3' -7" Heights INLET I.E. _ _ OUTLET I.E. INLET PIPE i '? r with snmplin ree ev 8nere Yo as ed OUTLET PIPE Sediment 1 L With Sampling Tee W r 3 0y Others 'OUTLET PPE TO BE LARGER THAN INLET PIPE Lifting Iran Coalescing Media 3' 2 Each End, 2 Ends SECTION AA STRUCTURAL NOTES: ,. Concrete: 28 DoY Compressive Strength f c= 4500 psi 2 Redo r. ASTM A -615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4, Design: Acl- ale -ot, Bwlaing cone ASTM C -09 Minimum Structural Design Lopdin For Underground Precast Concrete Udllty a5trualman' 5. Leads: IT Truck Wheel w/ 30% Impact Per AASHTO GENERAL NOTES: 1. All Baffles and Weirs To Be Precast Concrete Static Water Baden = 4' -0- 3. Contractor he Supply and Install All Piping & Sampling Tees Grout In All Pipes Fill fy Al Clean Water Prior is "Start -Up" Of System Verily Al BLOCkout Sizes antl LacoCard SCALE: 1/4" = V -U" ll2.1 uvauburn.com OR APPROVED EQUAL 4r s•• w• 7Y w• a 4 ® 1xMTAA (11P.) s LA4 aR� B; 0, I I I i 1 INTEGRAL BASE PRECAST VIM RISER r•e' RWO CATCH BASIN CIMENSICNS NOTES L No step. are r,.i,.d Men height is 4' w leas. BASE THICKNESS 2. The bottom of the pmwst calm toxic may ae eased to BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR INIETRAl facilitate leaning, , Ill RRIYE Aide V. sure 3. Frame Aad grate may be installed with Lange open or WltlE led. Alm do ess 24' east nt. adjustment aeption. iOtD 4. Knorkouls shall no. a well UICNnene AI 2" mMimom to 54' 30' 2.5' maximum. Proyde a 1.5" mMlmuen gap between WGLW AOJl50@IT SEC111M AGAR ice 0.19 the luma UI wall and the outside of Ue pipe. Alter the NsJUsad AT ff e" pipe is addled Of the gap with pint mortar in Accordance 36" 0.25 1te Ste. Spec. 9-04.3. SLAB laP 5. ManM1Oles equal to ono greater than 20 -teed do, anon have 60" 36" a "SURETRACT' climbing and fall protection .rytam Installed. 4r s•• w• 7Y w• a 4 ® 1xMTAA (11P.) s LA4 aR� B; 0, I I I i 1 INTEGRAL BASE PRECAST VIM RISER r•e' RWO CATCH BASIN CIMENSICNS CATCH DIAMETER WALL THICKNESS BASE THICKNESS MANMUM N00(OU am t NI DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL h' /ft IN EACH DIRECTOR INIETRAl SEPARATE 4e° MINE WALL PVCe LE WALL PVCa 48" 24' 0.15 0.23 54' 30" 54' 30' 36' 0619 0.19 60' 5" e" 48" 36" 0.25 0.25 72 6" 8" 60" 36" AS" 8C 84' 8" 12" 72 12" 0-29 0.39 9s" 8 12 84 12" 0 9q 0 3q PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAME BASIN DIAMETER CONCRETE METAL CPSSP m MINE WALL PVCe LE WALL PVCa 48" 24' 30" 24" 27" 30" 54' 30' 36' 30 27' 36' 60" 36" 42• 36" 36' 42' 72' 42' 54' 42" 36" AS" 8C 54" 60" 54" 36' ce' gfi' 60• JR" 60" 36" 48" OVERFLOW BYPASS INFORMATION NEEDED: role of Separator N Opn:�0-24. 13 n t Plpe Size: Ot P'. Eleval'loo:19.65 uilet pipe Size: 19.39 Outlet Pipe Eleva Ion BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS: oil Specific Gravity: 0.88 operatin Temperature: 5V n luem Ua canaemmnon: loo ppm Mean 'I Droplet Size: 130 Microns 0.033 R/ m Oil Rise Rate DesigneA Per Washington Slate Department of Ecalagy FLOW EFFLUENT COLLE00. CTED RATE DUALTTI' S12E 438 GPM 10 ppm 60 Micron 34" RIM =23.95 CB #12 SPLIT FLOW STRUCTURE 'R (TYPE 1 W /STANDARD GRATE) NOT TO SCALE v. ..:>w;.:. 1 Z w ?• •>�'< per: =e• CATCH BASIN TYPE 2 Q li D- OC(ORRUCATEO POLYEI((H)))tt)ENE STORM SEWER PIPE (Std. Spec. 9- 05.201 FE<X) ,MEhClT -y to - o OW 0 SEPARATE PRE PRECAST S SUSHI: Spec. 9- 05.12(2)) ,I�, o,e".I.e.e. C" OF RENTON Fil APMVAL `41 w w STANDARD PLANS " '.� BY LAST DATE: 52012004 SP PAGE B027 BY M N O BY Z « « DA .- .• FRAME A. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. GRATE FILTERED WATER 1205rX -a CROSS SECTION NOT TO SCALE SEDIMENT AND DEBRIS PREFABRICATED BELOW GRATE IN INLET DEVICE DETAILS R- 355013 DEVELOPER: PROFLIGHT AVIATION, INC. 243 W. PERIMETER ROAD RENTON, WA 98055 (425) 228 -9510 CONTACT: BERME OR DIANE PAHOLKE ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI mP�GHq(��Z O O i r G`T /NG ENG \N�`c SS NOT TO SCALE eT OF � wM w.NQ0.0 STORM DRAIN INLET PROTEOTIol1 STANDARD PLAN 1.7 9t1lET t � 1 SaHT GR PlauuTron �S MM�el,i0. aws�},s�ys, CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS ASIX&T STORM /TESC NOTES AND DETAILS DRAWN cH CHECKED DKB SCALE N/A FBD BOL7�PAGE APPRD� C7 DP 8 WBSCTAR a weuc xaWS BFffT I I I X oa LL' sa O_ a w XI BE N 0 N s n eg ad E 0 0 s nor N I 1 O Up I N a b As 0 O ar LL ,W N r Z m 0 ILL U La 1. PERFORM MAINTENANCE IN ACCORDANCE WITN STANDARD SPEC ER MON 501,9(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE M WLL SERVICE. MAIL IL TRIM GEOTEXTILE 3. THE MID SHALL HAVE A SUILT414 HIGH FLOYY RELIEF SYSTEM (OVERFLOW BYPASS), 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE MID WITHOUT SPIWNG THE COLLECTED MATERIAL - OVERFLOW BYPASS CROSS SECTION NOT TO SCALE SEDIMENT AND DEBRIS PREFABRICATED BELOW GRATE IN INLET DEVICE DETAILS R- 355013 DEVELOPER: PROFLIGHT AVIATION, INC. 243 W. PERIMETER ROAD RENTON, WA 98055 (425) 228 -9510 CONTACT: BERME OR DIANE PAHOLKE ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI mP�GHq(��Z O O i r G`T /NG ENG \N�`c SS NOT TO SCALE eT OF � wM w.NQ0.0 STORM DRAIN INLET PROTEOTIol1 STANDARD PLAN 1.7 9t1lET t � 1 SaHT GR PlauuTron �S MM�el,i0. aws�},s�ys, CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS ASIX&T STORM /TESC NOTES AND DETAILS DRAWN cH CHECKED DKB SCALE N/A FBD BOL7�PAGE APPRD� C7 DP 8 WBSCTAR a weuc xaWS BFffT I I I X oa LL' sa O_ a w XI BE N 0 N s n eg ad E 0 0 s nor N I 1 O Up I N a b As 0 O ar LL ,W N r Z m 0 ILL U La