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Home My WebLink AboutR-414207• W MIN I MIN 1L� WINMIN 1 SPECIAL NN07E; I - . I II !I IN THE: EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH VaTHIN 10 EI - FEET OF THE EDGE OF THE PATCH REQUIRED MR THE NEW CROSSING AND ANY EVUSEGUENT PATCH EDGE WTHIN 10 FEET OF THE EDCE OF THE SECOND PATCH AND I I - SO ON UP 70 A TOTAL OF 3flO FEET. I ' I r. �i •. TRAFFIC FLOW - - • I .I ... 7" HMA �• j' 2•TO 8" HMA I •F- 117 '.. T 6.5• MlN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN, MIN I MIN VARIES MIN I MIN 2 OR PLANE, SEAL W9TH" SAWCUT AND REMOVE AR-4000W (EACH SIDE) 2- HMA SAWCUT AFTER BACKFILL - (1:ACH SIDE) IMPROVEMENT OF T T NCH(SE AS REQUIRED BY SIZE OF CAT1 0 7 IMPROVEMENT (SEE WSDQT S7AHDART} SPECIFICATION E-09-a) PLUS AN ALLOWANCE FOR ANY SRORING. SNORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDQT 5TMOARD 5PEOFICATION 7-06..3(I)8 TRENCH W01H 25' V djj� FACE OF GUTTER OR EDGE Or PAVEMENT CE14TER LIraE OR LANE LINO DEPTH OF EXISTING PAVEMENT MIN- HMA (SEE NOTE 2) 5- CRUSHED SURFACING TOP COURSE (CSTC) PER WSOOT STANDARD SPECIFICATIONS, COMPACTED TO 95 MODI-FIED PROCTOR. CS€C, BANK RUN GRAVEL FOR TRENCH 13ACKFiEL GRAVEL BORROW (9--03.14(1)) PER WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFTED PROCTOR. PIPE ZONE BEDDING. MATERIAL-- SF_E STANDARD PLAN tl0,l, FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR SM. PLAfI - Ll0 PUBLIC DEPAWORRTMENT FLEXIBLE PAVEMENT OR RIGID F'I'ft I]EPARTM);NT PAVEIYIENT WITH OVERLAY BOLT -DOWN HOLE 1TYP.X - SV. 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALIEN HEAD CAP SCREW 5tS- - 11 HC - 2• CAM E All FIUJJE SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1Ml l SECTION A SEE DETAIL ISOMETRIC VIEW NOTES: 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20• „ 24' GRATES OR COVERS, I 4 1 t2' SEE STANDARD PLANS 204.10, 201.20. 204.36, AND 264.40. 44 �J 1 Ism" 2. BOLT -DOWN CAPABILITY IS REWIRED OR ALLFRAMES,GRATES. AND f COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE I yB. FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE QR COVER SLOTS 4 E THE FRAME SHALL ACCEPT THE 518'-11 NC x 2' ALIEN HEAD CAP SCREW BY L 314• BEING TAPPFO, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER, 2w• 1 I 0. REFER 70 STANDARD SPECWICA71ON BA5-1512k FOR ADDITIONAL DETAIL % REQUIREMENTS. STD. PLAN - 204.00 o PUBLIC WORKS ° DEPARTMENT RECTANGULAR FRAME GAZ 9/28/Z018 I DAIE Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 ■ Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 • Phone: (509) 674-7433 ,45 VARIES- 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL r --- DEPTH OF EXISTING PAVEMENT 2"-6"HMA (SEE NOTE 2) 1 1, EDGE OF PAVEMENT. EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDQT STANDARD 2" SAWCUT AND REMOVE SPECIFICATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-40DOW CSTC, SANK 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 OF0 95% MOUTHED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SNORING, IF REQUIRED 13Y THE WSDQT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDQT STANDARD SPECIFICATION 7-08.3(1}B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH • FOR JOINT UTILITY TRENCH, SAND WITH 959E PASSING A #4 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 FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEP1H USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD. WHICHEVER IS GREATER. 2, PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATL"RIAL AND THICKNESS SHALL BE HMA CL �' PG 64-22 AND MATCH EXISTING THICKNESS ARID 1N NO CASE LESS THAN fi"- RESIDEN71AL ACCESS STREETS -- HMA CL J" PG 64-22_ THE THICKNESS SHALL BE 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 BE PLANED AND OVERLAM WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA, 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CUR85, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. 1F TRENCHING THROU014 EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH sM, PLAN - 110,1 r PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR i'I'f2 L I:li DEPARTMENT RIGID PAVEMENT WITH OVERLAY � � TLaw 4U1'FAlL 74 STflEAN 01}NP NO PpLLI1TAHTE I BOLT -DOWN SLOT, SEE DETAIL AND NOTE T TOP 3fA-REGF55FDLETTERING ISOMETRIC 24- T OR B EQUAL SPACES DIRECTKNJ OF FLOW 1 S!A' MTAX J SECTION A I � I I I I C I ,t2 C 1 1t5- C � I I I we, I � I I I AL7ET-DOTNN SLOT DETAIL L SEE NOTE 1 1 NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES, AND COVERS, uNLEsS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE HITS'-l1 NC a 2- ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM_ LOCATION OF SOLT•DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION lI-05.75{21 FOR ADDITIONAL_ REDUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204A0. SECTION B UNLE5SOTHERWI5E NOTED, DRAWING 15 NOT TO SCALE INT51 T. STD. PLAN - 204.20 • PUBLIC WORKS PnD DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 ld,; -•..,r DATE 112212021 14* FRAME AND VANED GRATE 4%IF. 1T,OR24- ONE 93 BAR HOOP FOR 8- HEIGHT INCREMENT ESPACEO EQUALLY 1, 9EENOTEI RECTANGULAR ADJUSTMENT SECTION 113 BAR EACH CORNER � I � - I �'9 N S3 BAR EACH SIDE •v S3 BAR EACH WAY PRECAST SASE SECTlGH :45 93 BAR HOOP B3 BAR EACH CORNER 11V MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION +: PUBLIC WORKS 2 PER CITY COMMENTS RECEIVED 1106121 SRS 1 PER CITY COMMENTS RECEIVED 11109120 SRS NO. REVISION BY PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15• CPSSP•, 12' &TO,, sPED.s•uc.2a soup WALLPVC, STD. SPEC_ 9-05. 1211 } 1 s, PROFILE WALL PVC, STD. SPEC9-OS. 05. 1212) 1S, 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTESI L AS ACCEPTABLE ALTERNA7IVES TO THE REBAR SHOWN IN THE PRECAST RASE SECTION, FIBERS EPLACEO iN ACCORDANCE WITH STANDARD SPECIFICATION OR WIRE MESH 14AVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH T11E MWIMuM RtWiREO REBAR SHOwN IR THE ALTERNATIVE PRECAST OPOE SECTION- WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REPAIRSHOWN IN THE RECTANGLILARAOJUSTMENT SECTION. WIRE MESH HANNOA MINIMUM AREA OF D,12 SQUARE INCHES PER FOOT MAY BE USED. 2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATMR THAN 20". KNOCISOI.ITS SHALL HAVE A WALL THICKNESS OF 2- MINIMUM TQ 25" MAXIMUM. PROVIDE A 1.5• MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE CIUTSIOE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE CAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04,3. 3. THE MAXIMUM DEPTH FROM THE FENL5HED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET A_ THE FRAW AND GRATE MUST BE INSTALLED WITH THE FLANGE OOW N. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER 6. THE OPENING SHALL BE MEASURED AT THC TOP OF THE PRECAST RASE SECTION- ?. ALL PIckuPHOLESSHALL6EGROuTEDFULL AFtERTW_ INLET HAS BEEN PLACED. USE GROUT TYPE; 2 FOR NOMSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION B-2R312T_ & ALL GRADE RINGS AND CASTINGS SHALL BE SET 1N MORTAR IN ACGORDANCE:WLTH STANDARD SPECIFICATION 9.04.3. THENAPPLY MORTAR TO INSIDE AND OU-MIDE OFALL iOINTS, RINm, RISERS, AND FRAMES 9_ MORTAR SHAM BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS 14. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME iS FLUSH WIYH PAVCMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS $HALL BE TRIMMED FETISH AND REMAIN VISIBLE UPON COMPLETION, DEPARTMENT BASIN TYPE 1 STD. PLAN - 200.00 ;WED. GAZ 9/28/2018 �nrarmr'•mraa DATE SURVEYED: SCALE: DBM VERTICAL: NAVD 1988 1 u=20' HORIZONTAL: NAD 1983/1991 DESIGNED: SRS DRAWN 1/8/21 NEAR . PMD ONE INCH DATU M 1212120 NEAR CHECKED: AT FULL SCALE CJA IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY CJA :45 AI CLEAN SURFACE AND BOTTOM AREA. PRQVIDE UNIFORM CONTACT. THE SURFACE: AREA OF THE BASE SECTION MOST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION FRAME AND VANED GRATE ADJUSTMENT SECTION I I I I I I � f ti f SEE NOTE ,L NOTES: 1. THE COVER OR GRATING OF A CAYCFi BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, OiTCH. OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE 14 ACCORDANCE WITH WSOOTfAPWA STANDARD SPECIFICATION 7-05.3. 2_ SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. ACONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTFENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PEAMItTEU WHERE THE $RIGILS ARE STAGGERED TO CREATE A RUNNING BOND OR Yr BOND & BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. S. MORTAR SHALL MEET THE REQUIREMENTS OFWSOOTFAPWASTANDARD SPECIFICATION9.04.3. i_ PICK 1 LIFTING HOLES ARE TO BE GROUTED WATER TIGHT_ USE GROUT TYPE 2 FOR MONSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 0-20,3(2I_ B, MORTAR SHALL HE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT 70 SCALE 1NTSI STD. PLAN - 202,00 • GAZ I % PUBLIC WORKS CATCH BASIN INSTALLATION PB g 28 201g UI\ DEPARTMENT URI n•r wrl.ue.riniaa, DATE Know what's below. Call before you dig. CITY OF RENTON [."R Planning/Building/Public Works Dept. :4S R-414215 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AlOortilk Nathan Janders 01 /27/2021 MADRONA ELECTRIC CONSTRUCTION DETAILS W J W DATE: 1122121 Z FIELDBOOK: N/A PAGE: NIA (O DRAWING NO, 19656 `L C�l SHEET: 7 OF: Q