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HomeMy WebLinkAboutR-392909gel Llrl I LLU I 3 LENGTH Int: htl', SECTION A -A LONG SIDE INLET CONFIGURATION PORTION OF: NE1/41 NE1/4, SECTION 19, T. 23N., R. 05E., W.M. LENGTH------JL-------- O LL UNDERDRAIN C l l C O i LL H ---------JL--- ---- B B w J z I _ z I J O 2 ❑ - -® it a zz 3 F- I 7 -- - - O U - - of i v I IL SDR 35 COUPLING I U O CAST INTO PRECAST VAULT WALL L __---_ L- BYPASS r12" IRRIGATION t0 L PORT, TYP. CURB 3 PLACES (NOT BY CONTECH) PLAN VIEW PLAN VIEW PLANT PROVIDED BY CONTECH TREE FRAME AND GRATE CLEAN OUT FRAME AND CAST INTO TOP SLAB COVER CAST INTO TOP SLAB TOP SLAB BYPASS CURB AND GUTTER (NOT BY CONTECH) -- - 4 MIN. SEE FILTERRAw/ TERRAFLUME CURB INLET ODETAIL SHEET �O a H U? a w TERRAFLUME Z TRAY 3"MULCH LAYER PROVIDED BY CONTECH SDR 35 OUTLET 21" FILTERRA MEDIA LAYER COUPLING CAST INTO BYPASS/ PROVIDED BY CONTECH PRECAST VAULT WALL UNDERDRAIN FLOWKIT 6" UNDERDRAIN STONE LAYER 4" 6" UNDERDRAIN PROVIDED BY CONTECH PROVIDED BY CONTECH (VARIES BY SIZE) SECTION B-B, SHORT SIDE INLET CONFIGURATION LONG SIDE CURB INLET DESIGNATION SIZE LENGTH WIDTH MAX. OUTLET/ BYPASS PIPE DIAL MAX. BYPASS FLOW (CFS) UNDER- DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0604 6 x 4 6'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0804 8 x 4 8'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0806 8x6 8'-0" 6'-0" 10'SDR35 2.37 4"SDR 35 (1)4'x4' FTIBC1006 10 x 6 10'-0" 6'-0" 10' SDR 35 2.37 6" SDR 35 1 4' x 4' F FIBC1204 12 x 4 12'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (2) Tx 3' F FIBC1206 12 x 6 12'-0" 6'-0" 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' F FIBC1307 13 x 7 13'-0" T-0" 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE m A 0 SHORT SIDE CURB INLET DESIGNATION SIZE LENGTH WIDTH MAX. OUTLET/ BYPASS PIPE DIAL MAX. BYPASS FLOW (CFS) UNDER - U DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0406 4 x 6 6-0" 4'-0- 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0408 4 x 8 8'-0. 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0412 4 x 12 12'-0" 4'-C' 8" SDR 35 1.89 4" SDR 35 (2) Tx 3' FTIBC0608 6 x 8 8'-0. 6'-0. 10' SDR 35 2.37 4" SDR 35 (1) 4' x 4' FTIBC0610 6 x 10 10'-0" V-0" 10' SDR 35 2.37 6" SDR 35 (1) W x 4' TIBC0612 6 x 12 12'-0" 6'-0. 10' SDR 35 2.37 6" SDR 35 (2) 4' x 4' HFTIBC0713 7 x 13 13'-0" T-0" 10' SDR 35 2.37 6" SDR 35 (2) 4' x 4' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE If i [terra, * DIMENSIONS MAY VARY t Yz" DEPENDING ON PRECASTER BUILD CONFIGURATION. GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600-7000 Gallon System Dim "A" Clear Access Opening Grout Both Sides / / Precast Divider \, / Vent Pipes Optional PLAN VIEW Slot Both Sides ­J­ Contractor To Core Drill Or Knockout Pipe Hole In Field Knockout Typical Ll A n1 1" Draft w V-0" o o DETAIL 1 Locking Frame & Cover Air & Gas Tight 3 Places (2 Places On 577-GA) N Inspection Tee INLET - Typical 71 t - - OUTLET Tee or cJ Q Elbow - cfl - E 0 0 Dim "E" o - Water Depth ! D ! E 0 CO N a. :Q Grout All Around Slot 2 Len Both Sides 1 3 Length 3 Length SECTION VIEW AA Gallon Capacity 600 800 1000 1500 2000 2500 3000 4000 5000 6000 7000 UV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA 612-GA 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-8" 12'-8" 13'-l" 13'-l" 15-7" 19'-ll" 19'-ll" Dim "B" 4'-8" 4'-8" 5'-0" 5'-8" 6'-8" 6'-8" 8'-0" 8'-0" 9'-7" 9'-11" T-11" Dim "C" 7'-0" 7'-0" 7'-2" 1 7-2 8'-0" 8'-0" 8'-0" 8'-7" 8'-7" 10'-0 1/2" 10'-5" 10'-5" Dim "D" 3'-7" 4'-8" 4'-2" 4'-3" 4'-7" 5'-6 1/2" 5'-1" 6'-8" 7'-4" 7'-1" 8'-0" Water Depth Dim "E" 1 3'-3" 1 4'-4" S-10" 1 3'-11" 11 3'-9 1/2" 1 4'-9" 4'-8" 1 6'-3" 1 6'-1" 5-8" 1 6'- Design Criteria: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Storage Capacity Per Peak Hours x Rate x Time x Factor In Gallons Notes: 1. Concrete: 28 Day Compressive Strength f'c = 7000 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer lal�ll���lileEll U • P.�'� ."H.i...� eta.. 'II �INIILINS Iniulall o ) SECTION C-C SQUARE INLET CONFIGURATION SQUARE CURB INLET MAX. MAX. UNDER - U TREE OUTLET/ BYPASS DRAIN GRATE DESIGNATION SIZE LENGTH WIDTH BYPASS FLOW PIPE DIA. QTY. & PIPE DIAL (CFS) (PERF) SIZE FTIBC0404 4 x 4 4'-0" 4'4" 6" SDR 35 1.42 4" SDR 35 (1) Tx 3' FTIBC0606 6 x 6 6'-0" 6'-0" 8" SDR 35 1.89 4" SDR 35 () 3' 1 x 3' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE 1. Not used.; 2. All ramp and landing edges shall be separately formed,. :�. utilities structures that must remain are to be made non-stip or non-skid, 4: Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of.the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins; etc, shall not be located in the PAR, These should belocated in the street or. the buffer strip.. Fr,. Accessible pedestrian access shall be provided for during construction.. T :0 STD. PLAN 1021 PUBLIC WORKS UTILITY PLACEMENT 9 DEPARTMENT CEMENT CONCRETE SIDEWALK 2 CITY REVISIONS 1 CONSTRUCTION PERMIT SUBMITTAL NO. REVISION FACE OF CURB 1:24. € - I f2• R. ` ROA15WAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6112" FLUSH WITH GUTTER -. PANAT SIDEWALK 3 RAMP ENTRANCE. 1 i2 \ t 1:24 / TOP OF 112" R. { ROADWAY I T: 6, DEPRESSED CURB SECTION AT SIDEWALK RAMPS i 6 CEMENT. CONCRETE. 1/2" R. ., 1"'R SIDEWALK RAMP VARIES _. / OR LANDING FROM + a WTOO n v p 3/8" PREMOLDiD _ JOINT FULLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALKK:ROMPS AND LANDINGS FACE OF ADJACENT CURB 61l2 "� r SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF .. T, 1 /2°' 1i" /l7 ROADWAY f J 2" -.tea._ u*A P n DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR CCMMERCIAL DRIVEWAYS SEE STD PLAN 1tl4.2. FACE of CURB' 6,117 112" R -FACE OFADJACENT CURB j T 1 TOP OF ROADWAY GUTTER SURFACE CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DWVEWAYS; AND ALLEYS GENERAL NOTES;_ 1. See standard plans ID2 and IIII A for curb expansion airod rx�rlttactian joint sp nelrg, 2. Not used. 3_ For Depressed Monolithic Driveway C,j&. B GLAer Sectlan, See Standard Plan 104:2 - STD. PLAN- 101 ,a PUBLIC WORKSCEMENT R T RES PR DEPARTMENT Gre 2tommeeirsn, Public Works AdministratDr CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 NAME LICENSE # 29631 SURVEYED: PACE DESIGNED: NB TKB 06/21/17 NB DRAWN TKB TKB 12/28/16 NB °"EIKED: NB BY DATE APPR ARRR°VEDNB I RC (IWD meµ= ;�-, i`.... iris' nitdM R. MP } -. CURB NOT INCLUDED IN SiDITEM--- S E RAISED € , E RALSE ae N T�aEraQ_DEa- 1'-C i %OF -WALK .. DETAIL -THIS -SHEEN i 1JOINT FftLEEI ALL GUT Ikf.Y r aaNTaAle. 1- SLOPES yy;;ff�"j R WITH RAISED EDGE URB NOT INCLUDED IN SiG rMM -. a aN JED r=T BILLER Fgi1SHED GRADE 1" s FACE - +ti" SIDEWAL!<.TaP DP CONCRETE $L€iRFAGE AOJA ,I PS tit. (SEE CONTRACT) fimJ WNG 1rr ON) R. crSiP.} CURB NOT I R14CLUDEOIN 810ITEM -: are^tiN1 � ;. _.... BRIDGE OR PEDESTRIAN - PREMOLDED +-' WAL.OR:SARRIER. RAILING "- JOINT FILLER ADJACENT. TO CURB BARRIER -SEE SIDEWALK... � ..R {RIE.EPFILI:SLOPE5J_ . ... WALL OR BARRIER CONTRACT PLANS i tSEE CONTRALTI IQ^(INIR QYP.I : - _. SIDEWALK EIi.I3Sw"i :... CUR81TINCLUDED IN BID ITEM - I :I a �NEMOLDEQ vtanSSEEDET DETAIL a rnIcRtTYPs. * ADJACENT TO CURB ':ND RAILING OR WALL 31S " (INI PREMOLDED JOINT FILLER �I...J.�.�L SIDEWALK BiFERTR ISEE CONTTRAan (BEENOTE 10) SIDEWALK ADJACENT TO WALL DETAIL vafiat R. cURS NOT INCLUDED IN BID ITEM - UIP 1?2' IIN1 R.< FIMSHED GRADE 1- (tN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVEp-: E1111B ADJACENTTOBUFFERSTf31P+ • * + . f � ..,.BROOMEO F€NtEtI ,� r a-wlos, sMaaTr,- 1" TROWELED PERIMETER J RAISED: EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RA S 151) EDGE F.MENT CONCRETE CURB' G ,* .„ ' .✓"I„`".,,,.F� -CURBANO GtJTTERSHOWN :4T INCLUDED IN BID ITEM For NOTES see STD PLAN 104 2 ¢ Paved surfaces must comply w' y STD PLAN 102.1 as applicable s.t ; 318' 3 f CONTRACTION JOINT �. N SIDEWALK kTiY € S L O � -•ram- � � r .b � .. -w ,�,.`"` '"✓ '. �: ._'::L"daLx f SIE STD PLAN bCll02, . z_ f hM^'^' t r` `.. m;It5WANDFINISH PREMOLDED JOINT FILLER ... DETAIL .... E _. EXPANSION JOINT' C :. CONTRACTION JOINT STD. PLAN - 102 a PUBLIC `FORKS CEMENT CONCRETE -"- + + PPR0 'ED: 5 DEPARTMENT SIDEWALK AT* Gregg Zimmerman, Public Works Administrator 6" 12" LANDSCAPE ISLAND SLOPE AND THICKNESS TO MATCH ADJACENT PAVEMENT CEMENT CONC. VERTICAL CURB AND GUTTER SIMILAR TO COR STD. PLAN 101 TENSAR BX 1100 GEOTEXTILE PER MANUFACTURERS INSTRUCTIONS. SEE ALSO SOILS REPORT BY ZIPPER GEO ASSOCIATES, LLC JANUARY 25, 2016 PAVEMENT SECTION DATE P\ B0 O� O WAS I SS h� 0 Z 29631 a � FGIST E? O�FSSIONAL Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 EXPIRES 7/2/19 Phone: (425)881-5904 SCALE: VERTICAL: NAVD 1988 Y 1 °°-20' HORIZONTAL: NAD 1983/1991 O CITY 0 C1 4: -� RENTON ONE INCH DATUM �FNT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STANDARD: 3" HMA CL J/2" P6 64-22 TRUCK AREAS: 3Y" HMA CL Y2" PG 64-22 STANDARD: 4" CSBC (WSDOT 9-03.9(3)) TRUCK AREAS: 5" CSBC (WSDOT 9-03.9(3)) STANDARD: 5" GRAVEL BORROW (WSDOT 9-03.14(1)) TRUCK AREAS: 6" GRAVEL BORROW (WSDOT 9-03.14(1)) 12" MIN. COMPACTED SUBGRADE 95% OF MDD PER ASTM D1557 (MODIFIED PROCTOR). SEE SOILS REPORT FOR SUBGRADE PREPARATION. M N 00 0 SCALE: NTS R-3929009 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: U z BY: DATE: /0 DATE: V / RENTON SONIC 02/19/19 z FIELDDOOK: PAGE 0 DETAILS DRAWING N0: z LU SHEET: 7 OF: 16