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HomeMy WebLinkAboutR-427702DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS a BELOW INLET GRATE DEVICE yR SEDIMENT AND DEBRIS4. c5.j`Y FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) o OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 AoultIL a, } PUBLIC WORKS APPR ED. DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Nbli< ks Adm DATE FACE OF CURB _ 6 1 T2 s1/2' V 112" R. - y 1" R 1:24 I L TOP OF 1/2" R. ROADWAY t� 1 1 �t V- CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB b 112 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1.12 1:24 TOP OF 1A2" R. ROADWAY I �r - 1'- 6" _ DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' _ 6" CEMENT CONCRETE 112" R. V R SIDEWALK RAMP VARIES OR LANDING FROM t 6"To0 i 6' 1 3/8'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB - G 1!2 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1^ 112' R. ROADWAY 2" I �1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURE I FACE OF ADJACENT CURB GUTTER SURFACE PREMOLDED JOINT FILLER E FULL -DEPTH 1" R. EXPANSION JOINT 1" R. 6 112 5 1/2" 1" 1/2' R. - - _ 1" R. 1 ' TOP OF Zo ROADWAY f � 1 8 1/-1" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS I'i DEPARTMENT TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 (206) 450-5096 II MAIN FINISHED GRADE 9" TO 12" 24" TO 30" A 22 Y/2• LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER W Z J W Z J IN UNIMPROVED ROW, w � INSTALL METER BOX w CITY PRIVATE p AT PROPERTY LINE WITH p a 1" COPPER TAILPIECE a PIPING PIPING SIDEWALK �12"� 21" TO 30" \J B MATERIALS O CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ OB TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK O METER SETTER VALVE ON OUTLET, FORD VBH74-15W-44-44-0,-NL, A.Y. MCDONALD 721-415WC6644, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS OD WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY O METER BOX METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" OF COUPLER AND PLUG COUPLER (PACK JOINT PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE © GRAVEL 1 %4" WASHED GRAVEL :45 A :,i• PUBLIC WORKS DEPARTMENT 1" WATER SERVICE ����►► r MIN I VARIES 1' Iu11N fi6N 1' MIN (�� � 5PECLAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST { f ! I} t I %ITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 L FEET OF THE EDGE OF THE PATCH REOUIRM FOR THE NEW CROSSING AND ANY I -` 1 SUBSEOUENT PATCH EDGE 1M m 1D FEET OF THE EDGE OF THE SECOND PATCH AND SO QN LIP TO A TOTAL OF 300 FEET. -------------- TRAFFIC FLOW I ' 2" HMA I , I I1 TO 8" HMA y t . 1 W 2' DEPTH or PLANING OR SASAICUT AND REMOVE FVARIES: 6.5• YIN. 1' 1 VARIES MIN 14 W I I Mill i111N 2" SAWQUT AN[) REMOVE OR PLANE, SEAL WITH AR-4000w (EACH SIDE) 2" HMA SAKUT AFTER BACKOLL - (EAC14 SIDES AlDTHIMPROVEMENT OF TRENCH AS REQUIRED BY 512E O PROPOSED IMPROVEMENT (SEE E O R STANDARD rJPECSHORI G. F-p9.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REpUIREMENTS OF WSOOT STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH 2" - 6" MIA (5EE NOTE 2) B- CRUSHED SURFACING TOP COURSE (CSTC) {g-03,9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, STD. PLAN - 320.1 FACE OF GUTTER DR EDGE OF PAVEuENT CENTER LINE OR LANE LINE DEPTH OF EXISTING -NY CSTC, BAN!( RUN GRAVEL FOR TPENCH SACKFILL GRAVEL BURROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 959 MODIFIED PROCTOR. PIPE ZONE BEDDING- MATERIAL- SEE STANDARD PLAN 1 I D.1. FOR NOTES. SEE STANt)ARD PLAN 1TO-1 TYPICAL TRANSVERSE PATCH FOR --- PLAN - no PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID DEPARTMENT PAVEMENT WITH OVERLAY c M. TF WAS � � o Fs `��1 S 1 E R� ���` s/ONA L ECG 2/12/24 3 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. REVISION DATE )112'.._ RAISED EDGE DETAIL SIDEWALK LEVELD SIDEWALK TRANSVERSE 1' • 0' t' • 0' WIS (IN) PREMOLDED JOINT FILLER 1(2• (IN) R. JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2..0% 1 12' (IN) R. (TYP.)FOR CURB DETAILS SEE STD PUW 101 • ��,,,��¢• 41 •" • iE7 .ING ROADWAY .►, S'- �`- • _ - - _ // CRUSHED ROCK BAS . T • .., ...µ r:�:.:• SEE RAISED EDGE .. .. ' . ril '' SIDEWALK DETAIL - THIS SHE TYPICAL UNDER • CRUSHED SURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR 5 r] WITH RAISED EDGE (uNLtss REDu1REMENr wArvEo BY C/ ENGINEER) TYPICAL UNDER N1 CURB, (IN) R. (TYP.) GUTTER 8 SIDEWALK CSTC UNDER { FOR CURB DETAILS CURB B GUTTER TO BE W THICKNESS OR 1.5% SEE STD PLAN AIL MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER 9YP. FOR �H�tK4R ALL CURB d GUTTER). • 1 FINISHED GRADE V (IN) BELOW 2'-0" SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB 1, 0. 1. 0' MIN ROU DING VY(IN)R.(TYP.) FOR CURB DETAILS _2.0% iS% _ SEE STO PLAN 101 BRIDGE OR PEDESTRIAN �- �" •`n'Y?- •~ .••I RAILING -\ n11•'•• FoaCURB oErals ADJACENTTOCURS SIDEWALK SEE STD FLAN 101. (STEEP FILL SLOPES) BARRIER -SEE COMRACTPUNS ALL OR BARRIER IW (IN) R. (TYPJ FLUSH / I SIDEWALK .t trr MR VERTICAL WALL - SEE DETAIL •� •• - - ►• 3!6- (IN) PREMOLDED JOINT FILLER _ ADJACENT TO CURB AND RAILING OR WALL B. (IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL bhh (SEE NOTE 10) SIDEWALK 11Y (IN) R SECTIONS 1� ) 1 5% FOR CURB DETAILS _ 15%MIN. SEE STD PUN 101 ` - •• - P •\ �}��, • BROOMED FINISH ORMATCHEXISTING\'iX i 0� V WIDE, SMOOTH Jr' TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0, " fO' §" / ti CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS d SEE ST) PLAN 101 NOTES 1. Four feet of the sidewalk Width shall _ be the minimum pedestrian < IN DEEWWAniIKKONNLYM • ► a r '• " accessible route (V m free of vertical , •► •� Lo .' and horizontal sver obstructions. Boxes, Gratings, `\ • ••" k . •r Acce55 Covers, Junction Boxes, FULL -DEPTH EXPANSION SM PI N BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE Sro FIAH appurtenances within the sidewalk a1�o 3!8' C CONTRACTION JOINT must be flush with surface, and match - grade of the sidewalk. �� JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and •► •� r2, ��• Sidewalk Is not permitted in new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. 1{ ' necessitates a Monolithic Cement PREMOIDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply With E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT ' PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALKY`l it r... VARIES, 4.5' MIN. LANE LINE MARKING SA`NCUT AFTER BACKF'ILL DEPTH OF EXISTING PAVEMENT 2 - 6" HMA f (SE NOTE 2) 1` 1' EDGE OF PAVEMENT, EpCE a OF CURB & GIJTTER, OR MIN. MIN, CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) g" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT SIANDAR❑ 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE. SEAL WITH MODIFIED PROCTOR AR-400OW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03-19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR, PROPOSED IMPROVEMENT (5EE WSDOT STANDARD SPECIT)CATION 2--09,4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WS00T STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT. WSDOT STANDARD SPECIFICATION 7-08.3(1)B ► FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F " FOR SANITARY SEVER. PER STD PLAN 405 TRENCH WIDTH ` FOR JOINT UTILITY TRENCH, SAND WTH 95% PASSING A #d SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES 1 WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND "OR THAT DISTANCE $0 CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER- 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL r PG 84-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-•22. THE THICKNESS SHALL HE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL 13E PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB do GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALI, BE PLANED Oft REMOVED AND OVERLAID WITH HMA. 4- IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION .JOINT. 5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I'f R DEPARTMENT RIGID PAVEMENT WITH OVERLAY Ilkwilmofik)9P11 7 B AB LAND SURVEY IIIIIa N/A CHAT CMT 2/12/24 CMT CMT 1 1 /25 CMT CHAT als IIOI III »o� . wr m IIIBI 11110"JII ° � CMT 10/21 CMT a■amT CHAT BY DATE APPR IIM�1�N1 DATU M BID ITEM (SEE NOTE 8) (SEE NOTE 8) 10 LF OF PAVED DRIVEWAY REQUIRED 3/8" EXPANSION JOINT (TYP.) r CEMENT (SEE STD. PLAN 102) / CONCRETE 1 SIDEWALK o � 3 Y 0 Z SEE NOTE 5 3 rn w CON TRUCTION JOINT SEE NOTE RAMP WITH 12HA V DRIVEWAY B CEMENT CONCRETE CURB &GUTTER SLOPE (TYP.) APPROACH (SEE NOTE 3) 3/8" CONTRACTION JOINT (TYP.) (SEE STD. PLAN 102) PLAN VIEW SIDEWALK SHALL REMAIN AT A CONSISTENT SLOPE WITH VARIES ADJACENT SIDEWALK, PROVIDED THAT THE MAX. CROSS SLOPE ON THE DRIVEWAY APPROACH IS NOT EXCEEDED. (SEE NOTE 10) OTHERWISE, SLOPE SHALL BE 8.3% MAX. SEE NOTE 8 (TYP.) 4"CRUSHED SUFACEING TOP COURSE 6" MIN. (TYP.) CEMENT CONCRETE (CSTC) COMPACTED TO 95%MODIFIED 6"MIN. SIDEWALK PROCTOR (UNLESS REQUIREMENT 3/8" EXPANSION JOINT (TVP.) WAIVED BY ENGINEER) TYPICAL UNDER (SEE STD. PLAN 102) ALL DRIVEWAY ENTRANCE DEPRESSED CURB 8 GUTTER-\ (SEE NOTE 3) SECTION O 12"R(rYP) SIDEWALK WIDTH 10% DIFFERENCE IN SLOPE MAX. DRIVEWAY W/ POSITIVE SLOPE (SLOPE SHOWN EXAGGERATED) 1.5% 1zH;ty, Ott DRIVEWAY 8 MIN. r DRIVEWAY W/REUTIVE N NEGATIVE SLOPE (SLOP I - SHOWN EXAGGERATED) 1\\ CEMENT CONCRETE SIDEWALK TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) �•�:a.I:•�r:���lra»a�`��Lly� G� Y ® CEMENT CONCRETE DRIVEWAY STD. PLAN - 104.3 � PUBLIC WORKS ENTRANCE - TYPE RIB APPROVED: DEPARTMENT F DATE 8' PLANTER STRIP PROPOSED 30' ROW DEDICATION 1.3' 5' WALK 17' Z 15.2' CL TO FACE OF CURB 3. 6" 0 fY Of X W `VERTICAL CURB AND GUTTER SEE DETAIL ON THIS SHEET CEMENT CONCRETE SIDEWALK SEE DETAIL ON THIS SHEET CITY OF RENTON Planning/Building/Public Works Dept. EX. 30' ROW EX. 21' PAVEMENT NE 6TH STREET CROSS SECTION (LOOKING WEST) NOT TO SCALE 7' W Z J O Of IW-427702 R- 427702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' yqi 07/10/2024 GASPAIRE SFR OFFSITE IMPROVEMENTS NOTES AND DETAIL 39XX NE 6TH STREET 2/4/23 IMF 2 OF 0 141