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Home My WebLink AboutR-400312co 0 I 6 I W CD n U 0 0 O I 0 N Ld Ld fn 0 0 Q U i Ld U Q ry ry LLJ w� V)A z N N � 2 N N o�ry %moo 0- rn D- L.i Ld b i :2 :2:2Q QF-z z bi J bi -J N LLL o_ z SIX EVENLY SPACED HOLES ON 10 3/8" BOLT IRCLE FOR BOLTING TO FLANGE CONNECTION. W Lu 2 J ------- -�------------- --- --�--- - ®/ ® ---- - ------ - - --- IT --- SEE NOTE 5 LEVEL LINE -- - - -� - - - - -- ------- FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW. O LIFT HANDLE SHALL BE ATTACHED PER fl J� 1' ROD OR TUBING, 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 A48 CLASS 30B 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. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. 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, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. Y STD. PLAN - 237.30 PUBLIC WORKS FROP - T - SHEAR GATE DETAIL DEPARTMENT 1v1ARC11:2008 SEC. 0 Q T, 23 N, , R. 05 E, , W. M. (SEE CONTRACT) ROU DING 2 0'• �1� 1Q- IIN) R. (TYP.) I CURB NOT INCLUDED IN BID ITEM - = 15% ` SEE RAISED EDGE 18' (NI PREMOLDED '•'�• V-0- SIDEWALK DETAIL - THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1R• UN) R. (TYP.) WITH RAISED EDGE Q �URB NOT INCLUDED IN SIO ITEM - R' 31B• (INI PREMOLDED FINISHED GRADE 1' (N) BELOW JOINT FILLER'TOP OF CONCRETE SURFACE 2'-0• SIDEWALK ADJACENT TO CURB i' 0' 1'-0' MIN. (SEE CONTRACT) ROU DING 1f2" (IN) R. (TYP.) �2.0% 1: _ 1 5% _ CURB NOT INCLUDED 1N BID ITEM - 318. BRIDGE OR PEDESTRIAN PREMOLDED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP Ff.L SLOPES) CONTRACT PLANS (SEE CONTRACT) WALL OR BARRIER 14" (IN) R. (TYP.) SIDEWALK FLUS-1 - 1 5% CURB NOT INCLUDED IN BIO ITEM - :s ., ►.. y rr 112' (1 1 R. • • : Z' VERTICAL WALL - 3r8' (IN) PREMOLDED ' �� • . .-r1 SEE DETAIL JOINT FILLER ITYP.) • ! ADJACENT TO CURB AND RAILING OR WALL 3+8' (INI PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (BEE NOTE 10) 12" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL I IV 1 59L (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 MIN 6' s+++-:1'+aS•�" 1,LEVEL _,.J �• •� 1-'2" IINI R. FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED v ADJACENT TO BUFFER STRIP ,}'' �+ m t IIN) R ! ►.•. G BROO1.tED FINISH • �• ° � 4' WIDE, SMOOTH O, q."d I'.� TROWELED PERIMETER RAISED EDGE DETAIL EXTENfZ O' SIDEWALK TRANSVERSE JOINTS DTO INCLUDE RAISED EDGE CEMENT CONCRETE CURB (CURB AND GUTTER SHOWNI �" NOT INCLUDED IN BID ITEM . _. �,�.,.�, ��.�.� tea.. - ,`'�.: For NOTES see STD PLAN 104.2. Paved surfaces must Comply with STD PLAN 102.1 as applicable. 316" LL IW T��O IA CONTRACTION JOINT 00,-, ` IN SIDEWALK ONLY EXPANSION JOINT IN BOTH ,'�•,• 0 •�• �•�•�,?�'l0 •�, CURB AND SIDEWALK ! SEE STD PLAN 101 1PREMLDED . JOINT AND FINISH DETAIL DINT P LLER E' EXPANSION JOINT J CONTRACTION JOINT Q PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK PPRO 'Ell: i 6-IN WIDE CONCRETE BAND BETWEEN PERMEABLE SIDEWALK AND LANDSCAPING STRIP SIDEWALK VARIES PLANTER VARIES 12-FT TO 21.5-FT 9-FT TO 0-FT 2% MAX . . a I : LANDSCAPING TO BE LANDING ri'�7 \ �Tr�i�rj�i��r\ DEPRESSED 1-IN BELOW CONSTRUCTION GEOTEXTILE FOR ,\ \\i i,.i�>\i i\\i\\i\\i\\i\\i\\i\�i�\\i,\7i\\i\\i\\i\\i�� UNDERGROUND DRAINAGE, CLASS A !� ��\\�\,��j;\�\!/`��\��\��`� CONCRETE BAND GRADE BREAK - UNDERGROUND � MODERATE SURVIVABILITY PER NOTE 4 COMPACTED SUITABLE BASE SEE SUNSET BLVD. PLANS BY COR MATERIAL AS NOTE 1 4' - 0" MIN. 6-IN MIN AGGREGATE BASE WITH A CEMENT CONCRETE LEVEL BOTTOM. AGGREGATE BASE SHALL SIDEWALK BE OPEN GRADED MATERIAL 3/4-IN TO 2-IN, CRUSHED AND WASHED 5-IN PERVIOUS CEMENT CONCRETE SEE NOTE 5 N OTES 1. THE SUBGRADE SHOULD BE COMPACTED TO 90 TO 92 PERCENT STANDARD COMPACTION OR AS APPROVED BY THE ENGINEER. 2. INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 3. MATCH JOINTS ON SIDEWALK WITH JOINTS ON THE CURB AND GUTTER AT 10' O.C. 4. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, TRIM SEPARATION GEOTEXTILE TO FINISHED GRADE. 5. PERVIOUS CONCRETE SIDEWALK SHALL BE PER CITY OF SEATTLE 2017 STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, SECTIONS 2-09.3(6), 4-04.3(5)B, 4-04.3(8)B, 5-06, AND 9-23.11. PERVIOUS CONCRETE SIDEWALK DETAIL CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS N.T.S. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) N SEE STANDARD PLAN F-30.10 GRADE BREAK - CURB, OR CURBS AND GUTTER N SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) Gregg Zimmerman, Public Works Administrator 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND GUTTER A i + W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/4"/FT. SLOPE 1/2"R 4" 1 GENERAL NOTES "W"-WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS SCORE LINES B W B 1/2"R 1/4"/FT. SLOPE 4" 1 /2"R PAVEMENT AS PER PLANS IlEEEEE PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). LEGEN D A SLOPE IN EITHER DIRECTION CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR TYPICAL SIDEWALK (JtiSy ADOPTED CITY OF RENTON ♦ I♦ STANDARD PLANS �N TO IST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 removable watertight coupling or flange 2" min. max. 'I / plate welded to elbow J/ with orifice as specified ELBOW RESTRICTOR elevation per plans 1' min. under pavement 16" max. 9" min. design W.S. elbow restrictor, see detail pipe supports see Note 6 1.5x D min. I 2' min. - T T T dutlet pipe D see notes 1 8 � 1 invert and elevation E per plans (V 12" 12" o E welded restrictor plate N 12" with orifice diameter as specified (not needed if for spill control only) 2' min. clearance to any portion of frop-T including elbows NOTES: A 1. 2. Outl ity: 100-Year developed peak flow. 3. Metal Parts: Corrosion resistant. elbow restrictor Non -Galvanized parts perferred. see detail Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1t-4". 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. 1 angle as necessary see note 7 T min. PLAN VIEW frame & solid cover marked "DRAIN" with locking bolts see note 3 I inlet vertical bar grate for secondary inlet handholds, steps or ladder shear gate with control rod for cleanout/drain (rod bent as required for vertical alignment with cover) A addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water 'tY o�� PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.00 \I J DEPARTMENT OIL POLLUTION CONTROL INO MARCH 2O08 TTEE CONTRACTION JOINT (TYP.) N SEE WSDOT STANDARD PLAN F-30.10 O FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. O.C. DESIGN/FORMWORK (8.3% MAX.) 4' - 0" MIN. 15' - 0" MAX. (TYP.)DETECTABLE WARNING SURFACE GRADE BREAK 9.5% OR FLATTER RECOMMENDED FOR SEE SUNSET BLVD PLANS BY COR SEE NOTE 7 SEE WSDOT STANDARD PLAN F-45.10 SEE SUNSET BLVD. PLANS BY COR * * * DESIGN/FORMWORK (10% MAX.) 0" MIN. GRADE BREAK * GRADE BREAK COUNTER SLOPE PROVIDE SMOOTH TRANSITION COU * * COU �MAX. TO SIDEWALK WIDTH (TYP.) CURB RAMP �i ............:::. i� CROSSWALK PLAN VIEW GRADE BREAK a° TOP OF ROADWAY NOTES LANDING ` ° -• 1. AT MARKED CROSSWALKS, THE CONNECTION BETWEEN CURB RAMP THE CURB RAMP AND THE ROADWAY MUST BE CONTAINED WITHIN THE WIDTH OF THE CROSSWALK /� MARKINGS. SECTION {� 1 DEPRESSED CURB AND GUTTER N , SEE WSDOT STANDARD PLAN F-10.12 ' 2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS OR OTHER APPURTENANCES ON ANY PART - OF THE, CURB RAMP OR LANDING, OR IN FRONT OF THE CURB RAMP WHERE IT CONNECTS TO THE ROADWAY. -DETECTABLE WARNING SURFACE - SEE WSDOT STANDARD PLAN F-45.10 4. SEE SUNSET BLVD PLANS BY COR FOR THE CURB DEPRESSED CURB AND GUTTER DESIGN SPECIFIED. SEE STANDARD PLAN F-10.12 FOR SEE NOTE 4 CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND PEDESTRIAN CURB DETAILS. 5. CURB RAMPS AND LANDINGS SHALL RECEIVE A BROOM FINISH. SEE WSDOT STANDARD SPECIFICATIONS 8-14. Know what's below. Call before you dig. m x �o a9so v PERPENDICULAR CURB RAMPI,., N.T.S. R-400312