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HomeMy WebLinkAboutR-391916I- J In T z O I- z W rr FRONT SIX EVENLY SPACED HOLES ON 10 3/8" BOLT \ NGW ON.. .J 1 SEE NOTE 5 51 SIDE MAXIMUM OPENING OF GATE HANDLE WITF LOCK PIN. o ADJUSTABLE LOCK HOOK WITH LOCK SCREW. IO LIFT HANDLE SHALL BE ATTACHED PER / 1' ROD OR TIEING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A4e CLASS 3013 AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM, UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 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. 6. FLANGE MOUNTING BOLTS SHALL BE 3/8IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT. 103/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. STD. PLAN - 237.30 PUBLIC WORKS FROP - T - SHEAR GATE DETAIL DEPARTMENT MARCH 2O08 W LTFUOL 'NI DTH A FRAME, GRATE AND LOCKING COVER MARKED "DRAIN' (TYP.) B ACCESS COVER OR DOORS REQUIRED. TTI LADDER A 5' X 1O' GRATE OVER SECOND CELL (MAY BE PROVIDED BY A GRATED 5'X IV ACCESS DOOR OR PANEL) "V- SRI REMOVABLE BOTTOM BAFFLE OR WALL SEE NOTE . . .... ..... .... OUTLET WETPOOL LENGTH OPEN PIPE FOR WETVAULT ONLY. SEE DETETENTION VAULT FOR PL 14 VIEW COMBINED WATER QUALITY! NTS DETENTION VAULT OUTLET B SIZE TO MEET CONVEYANCE DETENTION 6 REQUIREMENTS(CH.1) 1' WQ DESIGN INS REMOVABLE 2' BAFFLE NOTE: CAPACITY OF OUTLET 1' WETPOOL LADDER PIPE DESIGNED TO PEAK FLOW INELT FIRST CELL SIZED FOR 25%TD 35%OF WETPOOLVOLUME T MIN. BOTTOM SLOPE 0.54E2% TOWARDINLETEND - AVERAGE SEDIMENT STORAGE 1' MIN. (FIRST CELL) - T MIN. DEPTH FOR CONVEYANCE T MAX. min. GRAVITY DRAIN (IF GRADE ALLOWS) PLACE AS LOW AS GRADE ALLOWS BUT MUST °5 ::•=t(r �• �`''•' •'" BE e"MIN. ABOVE THE BASE ELEVATION OF VAULT WALLS OR ABOVE SEDIMENT STORAGE AREA SECTION A -A NTS BOTTOM SLOPE 0.5.2% TOWARDS OUTLET END OF SECOND CELL (RECOMMENDED) ACCESS DOORS OR REMOVABLE PANEL wnotslGNws V AVERAGE 1' SEDIMENT STORAGE (FI FIST CELL) AVERAGE I'SEDIMENT STORAGE (FIRST CELL) SECTION B-B NOTE: NTS 1.1. THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5-FOOT C X 10-FOOT REMOVABLE REMOVABLE MAINTENANCE ACCESS MOST BE PROVIDED FOR BOTH CELLS. 1.2. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAYBE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE, ti�Y o * PUBLIC WORKS COMBINED DETENTION AND STD. PLAN - 254.00 ,A DEPARTMENT WETVAULT MARCH 2O08 OF_r N `_INEEI: 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFS, P.E. )SEE CONTRACT) RCU DIPIG 2 0', '6 r VT RN) R. IT1'P.) r /- CURB NOT INCLUDED IN BID ITEM - 1 5Y SEE RAISED EDGE 38" IINI PR MOLDED SIDEWALK DETAIL -THIS SHEET JOINT FILLER ALL CUT MM. (SEE CONTRACT) =L`PES` trz• IIN) R.(TYP.) WITH RAISED EDGE _2 0°w 7 1 5,� UR9 NOT INCLUDED IN BID ITEM - Da - 1a' pN, PREK OLDED " ••r /-� FINISHED GRADE t' (IN BELOW JOINT FILLER TOP OF CONCRETE SURFACE 2'-ir SIDEWALK ADJACENT TO CURB 1' 0' t' D' MIN. (SEE CONTRACT) ROU DING 12" OM R. (TYP.) �, • _ r• CURB NOT INCLUDED IN BID ITEM - WALL OR BARRIER 11RO.EORPEDESTRIAN Y PREMOLDED RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE I SIDEWALK (STEEP FI_L SLOPES) CONTRACT PLANS (SEE CONTRACT) WALLORBARRIER I 12' (INI R. (TYP.I FLUSH ' 15,A CURB NOT INCLUDED IN BID ITEM - SIDEWALK •. 'r. ,•Yt�r'••7�Ss•• t Irz' 0 1 R. 3M������jj VERTCAL WALL - 31S• IINI PREMOLDE. '•..+1� , t SEE DETAIL JOINT FILLER (TYP.I (, ADJACENT TO CURB AND RAILING OR WALL 341" (IN) PREMOLDED JOINT FILLER SIDEWALK BUFFERSTRP (SEE CONTRACT) (SEE NOTE 101 SIDEWALK ADJACENT TO WALL DETAIL 72" (IM R. (TYF'1 - CURB NOT INCLUDED IN BID ITEM - r.590 WIN 6' LEVEL 1r 12' (IN) R. FINISHED GRADE 1" (IN)BELOW TCP OF CONCRETE , SURFACE FOR PUNTING -FLUSH IF PAVED •'� m TOMB, . 1. ADJACENT TO BUFFER STRIP 4 BROOMEOFINISH • • • JJ 4' WIDE. SMOOTH N 4•.d TROWELED PERIMETER RAISED EDGE DETAIL 17 g" EXTEND SIDEWALK TRANSVERSE D• - JOINTS TO INCLUDE RAGED EDGE / `•�"� - CEMENT CONCRETE CURB \\ (CURB AN DED N ENO REM SHOWN) NOT For NOTES see STD PLAN 104.2. Paved surfaces must comply with STD PLAN 102.1 as applicable. 3/a' 1N" TO 114' CONTRAC'ION JOINT IN SIDEWALK ONLY . ♦ • B ''SA.• • • • • B •'r9.• r EXPANSION JOINT IN BOTH '� • 1'A? ♦0 �• • P ��B•�?, f0 �• CURB AND SIOEWALK (SEESTO PLAN 101 1 • R • R , JOINT AND FINISH I, EMOLDED DETAIL JOINT F LLER E EXPANSION JOINT © CONTRACTION JOINT +� + PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102ppRO ED: DEPARTMENT SIDEWALK VP l Q h p = UJ � ;. � :z Z_J J 02 �F �2 5-(1-d'LU Or j ( I Lu T) 1- I 0 0 0 0 O O O 0 O O O O For O 1 O Gregg Zimmerman, Public Works Administrator 0 j o o �� o 0 t1-. v"'� z� r ul 0 :D ---� QQc)}FF- �3L13 O L-_ - vLu 0W� Zu V z V! IuCa � .•°)-rl tf� Q � a tL :2 z - X Q d) OIL �t1i OF WASyo,�I Ado 3 ° 2 27460 1 °� °°" �� sTER�• FSS��NAL 01/15/2018 IN 0. REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISION WO MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP LOT LINE, TYP. i n' HOUSE TYP111 PRIVATE ROOF DRAIN PUBLIC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 6.0 MIN., 3.00, MIN. BETWEEN CTR OF PIPE AND R.O.W. 0.5% MIN. SLOPE, 2 FT. MIN. COVER CLEANOUT, TYPAT EVERY 90°, CURB, SIDEWALK OR 2ND 45' BEND, AND AT 300 FT. MAX. SPACING ON STRAIGHT SECTIONS R.O.W. LINE PRIVATE JOINT UTILITY EASEMENT, ROOF DRAM TO CONNECT INTO CITY CB, MIN. SIZE TYPE 1 5' MIN. WIDTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF 8 FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. `SY p TYPICAL ROOF DRAIN STD. PLAN - 225.00 �► PUBLIC WORKS COLLECTION STORM SYSTEM + DEPARTMENT CIVIL PLANS g ,t MARCH 2O08 f 3 < FRAME AND VANED GRATE '�; 1a ?D. 80• s• ti OR 12" ONE #3 BAR HOOP FOR 6' HEIGHT TWO #3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION 't° t6el �sF�c 22. do hO PIPE ALLOWANCES MAIOMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR 12' PLAIN CONCRETE ALL METAL PIPE 15, CPSSP* (STD. SPEC. 9-05.20) 12' SOLID WALL PVC 15- (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15• (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE ,5EE �sj NOTES 1. As acceptable ahematives to the rebar shown in the PRECAST BASE �A�,l SECTION, fibers (placed according to the Standard Specifications), or q wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE g PRECAST BASE SECTION. Wire mash shall not be placed in the knockouts. #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY ' PRECAST BASE SECTION #3 BAR EACH CORNER la" MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-C4.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the waft may be sloped at a rate of 1:24 or steeper. 8. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �Y PUBLIC WORKS CATCH BASIN TYPE 7 STD. PLAN - 200.00 DEPARTMENT 'fJFN,Tp MARCH 2O08 SURVEYED: TERRANE SURVEYING SCALE: DESIGNED: D.L. OFFE, P.E. DLO 1 /2018 DLO 9 7 / 201 DRAWN: D.L. OFFE, P.E. ONE INCH DLO 2/20 1 7 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M "R] C TY OF RENTON Planning/Building/Public Works Dept. M O x tit > U W 0 n yli H LzT� C4ad U O O < 0 d O� +tip z J J OLQ Z Y W N U a ' � _ �V t • ' � •. � _ I S V W � lrl or .J���JJJIIII�.�... • • • •• •. .. • \`)( C> CO 1Q" Q Z v O czLi O V O M3 j f'f J C1�j W 4 un X: ouLDa o V 77 p� 1 C !- tt v W n UJ L� ixzw Ww z cr C) o ,., m U o U• I-- S z Q , N NCF01 13 `� L • V z LD O J J .••• -C. I - • Z Q N W O C Y W C U 2 Q C toil N W Z U W W V I J •. a > O QQ U> W Q O 5 S Z O U I VVV I co tY Z W \ 3C QQ co W O W W G U W H f1 Q mN�Q ZNW rl--O � J1-UUJZ6 cc S z Qw¢z L a� NIMM uiW O \ Z r N Z W Z N CD, LDQ OQLi V) Oz�=Emo= O E- WI.-W WYW Y Q Q O C L- W .-+ L--• C5 •uuZ OL L)N Z r D � Z U Q I W W O W Z W •" 3 V) II-_ O C S W O W . F R-391916 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. CITY STANDARD DETAILS 6201 NE 4th STREET 1'uryl 4-5, �uT� W 0 /C) J a J n DATE: T 01/15/2018 FIELDBOOK: Z PAGE: O DRAWING NO: z SHEET: 1 9 OF:2 Q W U