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HomeMy WebLinkAboutR-395914M Ln co I I w U) z w 5 w O rr n G I- O J 0 z V rr Q n 2 O U) I O O 0 U) 2 0 2 2R) V rr W 17] 0 z_ J W i W J OVERFLOW ELEV.= 420.00 (2) RESTRICTOR ELBOWS SEE DETAIL 3 PIPE SUPPORT(S): 3" X .090" RIM ELEV 423.26 zQ �i 0 z o � a a a a C14 ° a a a 12" RISER 12" OUTLET PIPE a v MAX. W.S. a IE= 416.50 a 16 - 4 CD a , 1 MIN. z RESTRICTOR PLATE C?1° ORIFICE 1= 15/16" O N ELEV.= 414.50 o ° a a a a a c a a d Q 4 4 a 60" O MANHOLE TYPE 2 CONTROL STRUCTURE (CB-12) NOT TO SCALE NOTES: ROUND SOLID COVER 1. PIPE SIZES AND SLOPES: PER PLANS. WITH LOCKING BOLTS. 2. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE FRAME &LADDER OR WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 60" MIN. DIAM. STEPS OFFSET. SEE NOTE 8. FRAME & 3• PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND COVER ELEV. PER PLAN. BE ANCHORED AT T MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION 2"0 AIR VENT BOLTS OR EMBEDDED 2" IN WALL. IE= 420.75 THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" ALUMINUM, OR .0 EXTEND TO LANDSCAPE 4• ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AREA FINISHED GRADE. AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. STEPS OR LADDER 5. OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME 6. DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MIN. DIAM. INLET PIPE 3 7. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. IE= 416.50 8. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO CLEANOUT GATE: HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". SHEAR GATE. ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER SEE DETAIL 2 9. MULTI -ORIFICE TO ASSURE LADDER CLEARANCE. THIS SHEET. OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN 10. ACCESS ACCORDANCE WITH OSHA AND L&I REQUIREMENTS. -LENGTH �I ------jU - ---I I O LENGTH - I _LENGTH LL C UNDERDRAIN 0 I C -- I oo �j / F- Lu B _ ___JL-__ ____ LL B .._J Z Z A L--- -� __ --� A i r, w o IE.__ -_� �w popeou z z I DD��d��00 v a° p �� a L0o a� oo� OpppoOo�°DD�O� I TI C -_ m Z o J x w 3 T, C - D°moo°D0o E - o Q �Q I SDR 35 COUPLING CAST INTO PRECAST I VAULT WALL L----- ----;y O �r------ O BY 02" IRRIGATION LL 1 FLOW I� q' CURB INLET � FLOW PORT, TYP, CURB OPENNG 3 PLACES PLAN VIEW (NOT BY CONTECH) PLAN VIEW PLAN VIEW SECTION A -A LONG SIDE INLET CONFIGURATION PLANT PROVIDED BY CONTECH AS SPECIFIED IN PLANTING PLAN 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 FILTERRA w/ ' TERRAFLUME CURB INLET CL DETAIL SHEET �o Be I TERRAFLUME "v w TRAY Z 3" MULCH LAYER PROVIDED BY CONTECH 71 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 DIA. MAX. BYPASS FLOW (CFS) UNDER- DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE F/m/m/1 EMEMENE/A FTIBC1006 10 x 6 10'-0" 6'-0.. 10" SDR 35 2.37 6" SDR 35 (1) 4' x 4' FTIBC1204 12 x 4 12'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (2) Tx 3' INTERNAL PIPt cuNHUUn t1UN 1-1 I'll �������• ••-- P11 TFRRO VAHI-T NOT TO SCALE SHORT SIDE CURB INLET MAX. MAX. UNDER- TREE OUTLET/ BYPASS DRAIN GRATE DESIGNATION SIZE LENGTH WIDTH BYPASS FLOW PIPE DIA. QTY. & PIPE DIA. (CFS) (PERF) SIZE -ERNAL PIPE CONHGUKAI IUN ry T ­1 ur=r��.��.., .,. •��� ��- r �filterra `DIMENSIONS MAY VARY ±)/z' DEPENDING ON PRECASTER BUILD CONFIGURATION. 0 0 a� NOTICE ALTERATION OF THIS DOWMENT SHALL INVALIDATE THE AS BUILT PROFESSIONAL �� AND SIGNATURE. PUBLIFROM RESERVED ED OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Know what's below. OVIINERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE Call before you dig. ONLY FOR THE PROJECT ID IN 1TITLE BLOCK BFOR R AND IS NOT TO BE USED FOR REPAIR,, R REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. AHBL PROJECT 2170057.10 SECTION C-C SQUARE INLET CONFIGURATION SQUARE CURB INLET DESIGNATION SIZE LENGTH WIDTH MAX. OUTLET/ BYPASS PIPE DIA. MAX. BYPASS FLOW (CFS) UNDER- DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0404 4 x 4 4'-0" 4'-0" 6" SDR 35 1.42 4" SDR 35 (1) Tx 3' IN IEKNAL YIYC UU111- 1 .."�••.-•.------- m of wasHlNc co a� J - 2 AS-BUILTS .o :r hE418T�E C� T A C 0 M A SEATTLE SPOKANE TRI-CITIES 1 REVISED PER CITY COMMENTS �sSIONAL E2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. REVISION 253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB MAXIMUM OPENING OF GATE SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. NOTES: 1. PROVIDE LOCAL DEPRESSION AT POINT A 2. MATCH NORMAL PAVEMENT GRADE AT POINT B 3. VARY TRANSITION SECTION SLOPES TO MATCH ABOVE POINTS NORMAL GUTTER FLOWLINE DEPRESSED NOSING A GUTTER I FLOW LINE �� j LIFT HANDLE FILTERRA THROAT OPENING NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. HANDLE WITH 4. LIFT ROD: AS SPECIFIED BY MFR. WITH LOCK PIN. HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK ADJUSTABLE LOCK FASTENED TO FRAME OR UPPER HANDHOLD. HOOK WITH LOCK SCREW. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR 1 ROD OR OPENING BY LIMITED HINGE MOVEMENT, STOP TUBING, TAB, OR SOME OTHER DEVICE. VARIABLE LENGTH. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE O DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT SIDE CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE LIFT HANDLE SHALL REVIEWED AND APPROVED BY ENGINEER. BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. SHEAR GATE NOT TO SCALE L_________________!__J________J A FILTERRA INSTALLATIONS ID SIZE CONFIGURATION NOTES INSIDE CEILING FILTERRA 1 10'x6' LONG SIDE CURB INLET OF TOP SLAB SEE NOTE TOP OF CURB FILTERRA 2 4'x4' SQUARE CURB INLET FILTERRA 3 12'x4' LONG SIDE CURB INLET CURB FACE*NOTES: CIP 1. SEE PLAN FOR LOCATIONS. GUTTER* 2. SEE PLANTING PLAN FOR PLANTINGS IN FILTERRA VAULTS. `VARIES SEE NSTALLED WITH AN ADA-COMPLAINT GUTTER FLOW PROJECT SPECIFIC 3. FILTERRA 2 SHALL BE I DEPRESSION PER SITE PLANS GRATE AND PLANTED WITH GRASSES. LOCAL REGULATIONS ELEVATION VIEW TOP ELEVATION PER PLAN STANDARD 90" NOSING (OTHER NOSINIAVALABLE PRECAST UP TOP SLAB 6" 4 TYPICAL 9"------------ INLET I ELEVATION II I PER PLAN /// 6" MAX. CLEAR ° THROAT OPENING CAST -IN -PLACE GUTTER AND THROAT OPENING o TERRAFLUME OUTLET (BY CONTRACTOR PER PROTECTION DEVICE LOCAL STANDARDS) ° DO NOT REMOVE - LEAVE IN 4 PLACE UNTIL SITE IS STABILIZED #4 DOWEL BARS @ 12" O.C. BY CONTECH AND FILTERRA IS ACTIVATED TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION PRECAST VAULT WALL OF CAST -IN -PLACE GUTTER SECTION A -A VIEW STANDARD CURB INLET WITH TERRAFLUME N.T.S. �filterra C 41 NTECK FILTERRA WITH TERRAFLUME ENGINEERED SOLUTIONS LLC CURB INLET DETAIL www.ContechES.corn 9025 Centre Pointe Dr., Suite 400, West Chester, CH 45069 800-338-1122 513-645-7000 513-645-7993 FAX DATE:7/6/16 FILENAME FILTERRA W TERRAFLUME CURB INLET DETAIL.DWG DRAWN: DWB CHECKED: SURVEYED: D. FOLLANSBEE DESIGNED: B. SCHEND DRAWN: F. KATONA ONE INCH BJS 10/08/18 SMC BJS 7/7/17 SMC cHEGKEDW FIERST AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: S. COMFORT VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M RECORD NOTE 10/08/2018 AHBL CERTIFIES THE ACCURACY OF THESE AS -BUILT DRAWINGS WHICH ARE COMPRISED OF APPROVED ENGINEERING PLANS AND CONSTRUCTION CHANGES PROVIDED BY THE CONTRACTOR FOR THE PROJECT KNOWN AS LINDBERGH HIGH SCHOOL PARKING LOT IMPROVEMENTS. BASED ON THE STANDARD OF CARE AND EXPERTISE THAT IS USUAL AND CUSTOMARY IN THIS COMMUNITY FOR PROFESSIONAL ENGINEERS IT APPEARS THAT WORK WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED CIVIL ENGINEERING PERMIT DOCUMENTS. CITY OF RENTON Planning/Building/Public Works Dept. REMOVABLE WATERTIGHT COUPLING 6" PIPE IE=418.30 (ORIFICE 2) IE=419.00 (ORIFICE 3) 6" MAX ORIFICE=1/2"O (ORIFICE 2) ORIFICE=1 1/8"0 (ORIFICE 3) RESTRICTOR ELBOW DETAIL NOT TO SCALE RESTRICTOR ELBOW NOT TO SCALE SECTION 1 /2" DIA. BOLT RISER DRRUGATED BAND 2-2/3" x 1/2" RIVETED PIPE 7-1/2" TECHCO BAND ANGLES PER DRAWING 1008413 T U CONNECTION DETAIL U) z GENERAL NOTES z 1. Refer to CONTECH Band Selection w Guide for band width, gage, and C fastener types. G w 2. Bands for pipe -arch are the same diameter as for equivalent diameter round O pipe, 3. Bands are normally furnished as foUows: 12" thru 48" 1 - piece 54" thru 96" 2 - piece 4. Band fasteners are attached with spot welds, rivets or hand welds, 5, Dimensions are subject to manufacturing tolerances, w ilkUTCwVO 1.v „�;� = W- qw " CONSTRUCTION PRODUCTS INC. © COPYRIGHT 5-C CORRUGATED BAND 2-2/3" X 1 /2" RIVETED PIPE z z DRAWN BY: F.B. REV. BY: N/A SCALE: N/A I DATE: 10-15-73 DATE: 9-21-90 1005733C CMP PIPE CONNECTION 5 NOT TO SCALE = �-- O R-395914 J O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O U U) V 2 LINDBERGH HIGH SCHOOL DATE: 06/08/2017 T_ PPAAGE: GE: OK. SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT E NOTES &DETAILS 4 DRAINAGE W co Q z J DRAWING NO: .6 SHEER DF: 14 17