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Home My WebLink AboutR-382039O N 00AYA� C") 1/2"x4" EXPANSION MATERIAL 1 1/4"R AT JOIN MET SCORE LINES TO BE RADIAL — Ual TO CURB AND GUTTER + 1/2'X4' EXPANSION MAID 1/4"R AT JOINTS "W"—WIOW OF SIDEWALK 1/2 X5" EXPANSION 1/4/FT SLOPE ON yRIAL CURB RETURN 1/2"R 1/4"/FT SLOPE R 4STANOA7 EMENT A$ PER PLANSCEM. LONC. CURB AND GUTTER SECTION A—A SEE SHEET 2 51 FOR ROADWAY DEVELOPMENT STANDARDS YR PAVEMENT AS PER ala:°. PARNWAY� STANBARp CEIA. CONS CURB AND CUTLER SECTION B—B PUTS DUMMY F®rms CHAT BE PRcseo Nm m s C/C NCR LESS LEAN 10 DEC. FR T NOT Ed LESS THAN rE BE F r/BEWW CONCRETE POINTWHO AH"T SHALL MER�VPx 5' EXPANSION MATERIAL AHm BE PEA= SEEM P.C'S BE PI'S AT ALL Cuda RETURNS WE BINARY IS To BE PLACED Abor THE GAS AND AFTER, WE LEFT WALL BE A COW 2'Sa' Lv WE EXERCISE MIX FOR SloEwueS WALL CONMM TO THE wwmEMEN1s OF CUSS E p/C) Ant AIR ENTRARNMETY WE SOCIETE CHAT NAT[ A BRUCE FRED ew ADD FEES LAYERS A 2 1/2" TOOLED FINISH ASMAEE COMPACTION SHALL BE AND ANATIA PROCTER). COR SIO DEC FOOT NTS /4 &RS 0 BE CMI WO FACE Mie 1"41N CHEF 2 CCP M �iA�p N IYJ: 1, PROPRIETARY GTCH EPSON HANDHOLDS AND &RPS ARE ACCEPTABLE, PRODDED THAT THEY CONFORM TO SEC R, 20" ASTM C478, AASHTO M-199 AND MEET ALL WISHA n REQUIREMENTS. 1 CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE ME si A, ARE RED SO WWUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. J. HANDHOLDS AND STOPS SHALL MIE TROP" RUNGS AS }5 BASS 0 6" CENNRS SHOWN ON DETER OR PROTUBERANCES TO FREVENT SORON FACE MTM SIOEDAYS SLIP. 1"IMM CO R 4, SUB OPENING MAY BE 24" S 20R OR 24N DAM. 2 aR S Ron yTPc 5. AS AN ACCEPTABLE ALTERMAI TO REEAR. WELDED WIRE W FAR FABRIC MAY BE A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL LOMMY i0 ASTM A49J i2" NAS. Iz" AKK 6 BATTERS OR STEPS SHALL EXTEND TO WITHIN 16" OF �J Ir II(I}—��— I}II BOTTOM OF CATCH BASIN F7 , nr ry—ry n '°I ll IJ J TENONS BATTERS SHALL BE BY BOLTING FASTENED AT LLIL I��J Il Il LL TOP BY HANOIE H STEP OR BY SWEETENED OR BOTTOM LING tbBgl�P Tru WIN ME, IN EASE, OTE. EACH SHALL BE EMBEDDED AT BOTTOM IN 22-I�SIE@ 'ALL, C A RINWS'/8 ruv DEED D RERAR 8, ADDITIONAL S4FETY FEATURES MAY BE REQUIRED IN VERY ae coroLNUR PRGWLONS 1Y No DEEP OR UNUSUAL STRUCTURES. Iz' Arlt = � jL I��T❑III Ry/4 n EILwI HIN 0.ftW Rt CATCH � STEP DWG. NAME TYPICAL SIDEWALK CHEST OP ADOPTED R WN LOPE DATE DA/w F007 SP PAGE: F007 — FACE OF CURB L TOPOF 'I \ IY R./ ROADWAY Z, EEIF CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACEOFADJACEWCURB fi 12� �r FLUSH WITH WTTER PANATSIDEWALK RAMP ENTRANCE 1 12 24 TOPO tIY R. ROAONAV t1f DEPRESSED CURB SECTION AT SIDEWALKR PS SE 1/4, SW 1/4, SEC, OS, T° 23 MIT R.05 E°, W.M. KING COUNTY. WASHINGTON B' CEMENTCONCRETE TR. ME9 _ FROM SIDEWKI(MMP O0.UNOING a-TO0 MR YRALL p.l (6 MY, L ° UEFOMIq YB'PREMOLCEO ^g r L L7 JOINT MTM &PECPBOSAI tY I-AARSORGEN Cn 1"WM COhR A AT IF FILLER CEMENT CONCRETE PEDESTRIAN CURB T GIDE W ALH MMPs AND UNMNGS i FACE OF AOJACEMOVRB SEE DEPRESSED CURB DETAIL THIS SHEET IN TERM JOE AT / RMD'rYAY DEPRESSED CURB SECTION AT RESIOENML giNEWAYS ONLY. FOR COMMERCLAL DRIVEWAYS SEE STD PLAN IM,2 DEPRESSED CURB DETAIL AT RESIOEMNL OR COMMERCWL DRIVEWAYS, AI --S FACE OF CURB Ffit_2_ 1' 12'R.LF I j "R TW U ROADWAY 1 BIM' CEMENT CONCRETE TRAFFIC CURB GENERALNOMS: I. See stv ani plane 102 add loll In curb evpanmr, and w ra[ pm sp N. 2. NFU ]. Fn 0e0reeveE MomIIW[Gdvewey CurbSGWerSxtlod, vee GdMeN Flan lD43 PUBLIC WORKS I CEMENT CONCRETE CURBS DEPARTMENT 2 MMVT CONO M CMS COR STD DR 101 NTS RECTJINOOLAR AWUSTAEN! SECTION VISA "to as MDK SEPARATE WEE MIDEAST PRECAST BASE SECTION PIPE ALLOWANCES MR YRALL Ml u (6 MY, BE UEFOMIq /6 Blas P I' [ENIDS ^g r L L7 RERW MTM &PECPBOSAI tY I-AARSORGEN Cn 1"WM COhR wr JL' aGwi2cE AT IF IS S_ IS 17 MLV W. 1I PAG' hYF rmtF l) Gal ,�TM I I�J ITT low— TO TV OT I TO go.»Be6 �CATCHBASINDBTAIIS ED ]/ ]JNis KCRS 2-008 2 MMVT CONO M CMS COR STD DR 101 NTS RECTJINOOLAR AWUSTAEN! SECTION VISA "to as MDK SEPARATE WEE MIDEAST PRECAST BASE SECTION PIPE ALLOWANCES MR YRALL Ml u REINF�CEDOR IT PLAIN C CRETE IS ALL AL IPE its &PECPBOSAI tY (BN TV AT IF IS lSrOsiE�ne�m.lx(p) STS, PROFIIC WALL WC ED (Nm.SPEC.e .Iw2)) said st SEWER PFEEIHYLEFE NOTES 1. As acceptable aXernathes to the Tabor shown In to PRECAST BASE SECTION, fibers (placed acmNing ro the Standard Sp tbns), or Ake mesh THAI a minimum area of 0.12 square Inches per Fort shat M used Mh Ne minimum mquF PONT shown In Ne ALTEMATNE PRECAST BASE SECTION. NLe mash ANSI M W pBI In the knaMu4. 2. The kmcOut diameter sial net M greater Wan 20'. Kn uh snail neve a wel thickness of BE minimum to 2s mWdmpm. Provide a 1.5- minimum .s minimum gap We en the kr WW wall and the outside of Ne pipe. AM the *a US ireWI d, W Ve gap with Iain rrodar In ao'nNence "h Standard Spa tbn EELRI 3. Theme um depth" in tll6 finished grade to Ne Ew tplpe lnved ON be 5'. 4. The fame add grate most be lnatNled w to lanae down. 5. The Precast Base Ga may have a muntled Ms, and Me wale may be sbped at a rate M 124 or steeper, 6. The opening shall be measured at the by of the praasi base section. T. AS pk ED holds shall M gmu NOR aftert bash has been Placed. B, a grade rings and cenMgs shell be sob modarin accordance win Standard Sped um AHOLI ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT E= Au mtm) FCATCH NA81M DIMENSIONS K��m Laos WE e IS Say ED No 0.15 SHO 4 ED TV AT IF lie 0.19 STS, IF ED HE a. said ITT FREE TO TV OT I TO am ED w BE I TO My I TO IN EST NOTES r. No Reps are ralulred won height Is W orless. 2, The bottom of the pmsl Pbkh basin may, be moped b 18dP deeming. 3.The redangular tame and grant must be it 1p u1n Me longe down. The home may ba Fan Into to adjr t¢eclM. A Knockouts shat have a wall 0bkness of Y minimum to 25' mm]mum. Proven a 1.5' minimum gap between the knockout wall antl Me outside of Me pipe. Ater IM pli a Is Insik , IS Me gap with blot morinr In accordance Both SIaMeM GRnificalitn SEND, So All grads di risers, and castings shall be ei In mahar In aocndanm wit ImnOnwa PoPardwresm,msw%relsm.sra.wsam Standard Spedfi nARMED. tau. gs aasJAD) 6 CATCHBASINTYP&2 ani. STD DEL XLOO PUTS, SID. PIAN — 200.00 MARCH 2000 COR STD OR 20000 NI Know what's below. Call before you dig. UTIV7TCONFLICTNOTA: CWHON.- WE GROUTED TO RJR 00� )SEARS OF To BASE SECPMN 1. THE COVER OR GRATING OF A CATCH BASINSHAUNOT HE GROUTED TO FINAL G"DE UNTILIFTE FINAL E�VATIM 01, THE PAREMENT. GUTTER DITCH, OR SIDEWALK IN WHICH 17 IS TO BE PLACED HAS BEEN ESTABLISHRIELANDUNINT PERMOSSION THEREAFTER ISCAKEN BY It IS ENGINEER TO GROUT IN PLACE IN ACCORDANCE � �A STANDARD SPECIFICATION 7 05 3 2L SHIMS IT ALL TIM BE USED TENET FRAME TO GRADE. ME USE OF SHISAS IS PROHIBITED 3, A CONTINUOUS LAYER OF MaTIRTAR THAT BE PLACED [IRRIGATED ADJUSTMENT RINGS AND BRICKS PRIOR TO P�EMEM. 4THE USE OF BRICKS IS PERMITTED WHERE THE BROCKS; ARE ST�E�D TO CREATE A RUNNING FACRED Oft X WIND 5. ADJUSTMENT SECTION SMALL BE GROUTED WATERTIGHT TO THE M�� AREA OF THE ADJUSTMENT AUCTION WITH NOWHRINK GREAT I 6 GROUTING BETWEEN ADJUST MENT SECTION SHOLL BE WATERTIGHT 7. GROUT IS TO AM NON SHRINK TYPE (BELIEF MEETING THE RJECORMHOEMENTROF ABOTIM 157 PER APEPSA S7ANDMD SPECIFICATIONS CAR FOR MAXIMUM FEATURES DRY SHRINKAGE THE MINIMUM COMPRESCOVE STRIENGTH SHALL BE 4 Owl FBI AT 7 MY MR AMA STANDARD I PICK ILIFFING HOLES ARE TO BE GROUMD WATERTIGHT. i PUBLIC WORKS DEPARTMENT r4\ CA 7M BASIN INSTALLATION OR SID DR 202.00 Ni ASBUILT R-382039 N HE w So All grads di risers, and castings shall be ei In mahar In aocndanm wit ImnOnwa PoPardwresm,msw%relsm.sra.wsam Standard Spedfi nARMED. tau. gs aasJAD) 6 CATCHBASINTYP&2 ani. STD DEL XLOO PUTS, SID. PIAN — 200.00 MARCH 2000 COR STD OR 20000 NI Know what's below. Call before you dig. UTIV7TCONFLICTNOTA: CWHON.- WE GROUTED TO RJR 00� )SEARS OF To BASE SECPMN 1. THE COVER OR GRATING OF A CATCH BASINSHAUNOT HE GROUTED TO FINAL G"DE UNTILIFTE FINAL E�VATIM 01, THE PAREMENT. GUTTER DITCH, OR SIDEWALK IN WHICH 17 IS TO BE PLACED HAS BEEN ESTABLISHRIELANDUNINT PERMOSSION THEREAFTER ISCAKEN BY It IS ENGINEER TO GROUT IN PLACE IN ACCORDANCE � �A STANDARD SPECIFICATION 7 05 3 2L SHIMS IT ALL TIM BE USED TENET FRAME TO GRADE. ME USE OF SHISAS IS PROHIBITED 3, A CONTINUOUS LAYER OF MaTIRTAR THAT BE PLACED [IRRIGATED ADJUSTMENT RINGS AND BRICKS PRIOR TO P�EMEM. 4THE USE OF BRICKS IS PERMITTED WHERE THE BROCKS; ARE ST�E�D TO CREATE A RUNNING FACRED Oft X WIND 5. ADJUSTMENT SECTION SMALL BE GROUTED WATERTIGHT TO THE M�� AREA OF THE ADJUSTMENT AUCTION WITH NOWHRINK GREAT I 6 GROUTING BETWEEN ADJUST MENT SECTION SHOLL BE WATERTIGHT 7. GROUT IS TO AM NON SHRINK TYPE (BELIEF MEETING THE RJECORMHOEMENTROF ABOTIM 157 PER APEPSA S7ANDMD SPECIFICATIONS CAR FOR MAXIMUM FEATURES DRY SHRINKAGE THE MINIMUM COMPRESCOVE STRIENGTH SHALL BE 4 Owl FBI AT 7 MY MR AMA STANDARD I PICK ILIFFING HOLES ARE TO BE GROUMD WATERTIGHT. i PUBLIC WORKS DEPARTMENT r4\ CA 7M BASIN INSTALLATION OR SID DR 202.00 Ni ASBUILT R-382039