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Home My WebLink AboutR-404911LLJ U z LIJ '0 V LIJ 0 Z z M. FACE OF CURB a 12' 1R• R. I I- R. r 24 P + TOP OF ADrYR. ROADWAYI'. T j J m 7 y 1 Er f CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE Or ADJACENT CURB y81n" FLUSH WITH GLITTER PAN AT SIDEWALX WIMP ENTRANCE tat 124 TOP OF 1id-R ROADWAY I } DEPRESSED CURB SECTION AT SIDEWALK RAMPS P. 110 PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 5• CE MENT MNCR= 1r2"0. 1_R SIDEWALK RAMP VARIES OR LANDING FROM 6•TOO s- r 3f8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTR€AN CURB AT SIOEWA-K RAMPS ,AND LAN DINGS FACE CIF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF Ir'R. ROADWAY 2' 1 i 1 in 1-� f DEPRESSED CURB SECTION AT REV DENTAL DRIVEWAYS ONLY_ FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURS FACE DF ADJACENT CURB GUTTER SURFACE 1' R_ 1" R_ - 6 V2"' � 512- 1Fi"R. J � TOP OF ROADWAY :e r r e tf4" F CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT f&SIDENTIAL OR COMMERCIAL IJRFVEWAYS, AND ALLEYS GENERAL NOTES: 1 See Standard pfam 102 erld 101.1 For curb expansion and mn"ctw juril Spednp. Z. E"nsian joint shall be full depth. I/Ir {in.} pmr-iolded joint Fillor. 3 For Depre"ad Wonolithic Driveway Curb 8 Guitar SWidn, see Standard Plan 11142 PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN -- 101UEPARTMENT 71/ �{t 1l' VARIES 1' I T• _ I MINI MIN � MIN r MIN SHEQ16L NOV-- fM THE EVENT TRANSVERSE PATCHES EJrIST WITHIN THE AFFECII0 STREET, THE LENGTH Of THE PATCH SHALL EZ EXTENDED TD INCLUDE ANY EX#STING PATCH WITHIN 10 1 FEET OF THE EDGE OF THE PATCH REQUIRED + FOR THE NEW CROSSING AND ANY I i SUBSEQUENT PATCFI EDGE WTHIN 10 FEET Or THE EDGE OF THE SECOND PATCH AND I 4 5D ON UP TO A TOTAL OF 3Dp FEET j I I FACE GF GUTTER OR ' OCE or PAVEhPEfJ7 I. II-- � TRAFFIC FLOW I f� 2" HUA +j { I 1 CENTER LINE OR LANE LINE 2" TO 9" HMA 6.5- MIN. 2- DEPTH OF PLANING OR SAWCUT AND REMS)q vARiEs: s.s' MIN. 1' 1' VARIES q11 DEPTHOF EXISTING PAVEMENT NIN MIN FAI 2" SAWCUT AND REMOVE OR PLANE. SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR- 4000W (EACH SIDE) E17 CRUSHEb $URFACING TOP COURSC CCSTC) 2- HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, SANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL WSOOT1STANDARD SPECIFCATIONS3.14OR(NATIVE MATERIAL IF APPROVED IN WRITING 6Y ENGINEER BASED ON GEDTECH REPORT, COMPACTED TO R5% MODIFIED PROCTOR, WIDTHIMPROVEMENT OF TRENCH A5 REQUIRED BY SIZE CF CATIONPROPOSED2 IMPROVEMENT {SEE EVZOTFOR STANDARD SPECIFICATION 2-09:4} PLUS AN ALLOWANCE FOR ANY SHORING. SHORING. IF PIPE IONS BEDDING. MATERIAL-- SEE STANDARD NEEOED, SHALL MEET THE REQUIREMENTS DF WSDOT PLAN 1101 STANDARD SPECIFICATION 7-08.3(1)9 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN kMl TYPICAL TRANSVERSE PATCH FOR SM. PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID `VPR i.'I DEPARTi�Ik:M1'P PAVEMENT WITH OVERLAY 3 f$• PREA1=ED JOINT FILLER (TYP) RWEOF CEwwIl "Wor FRAl,IE8t3R10E Ct1FM � 6 lIr L 13" (1,09' 51 1• I f 2R. 1 R- MATCH PAIN AY GLOM o • o- REGM 8 ' • SECTION GENERAL NOTES. --BMNCFMZ f8R X 5j8"0 Dl1MMYJO(N7 If FWM AW GRATE- MW W-LUDED IN CUMANO GUifM11110 ITF!'M TOPIDF R0ADw1kY . y. AGIIiBifl�ll'I'SECt!SdH••FJG:1NC111nF.0 ,� • ' • 17r CURBAHD OLFrl6i BID CrvM '' LLr17L'FTgAS:N-!'M7'TflJCt.YDE4 ••� IN Cults AND$urmi 01D TT�rI D a@E NCrfE2 ACEPE�f1D 1. 'rho Indent of 9ft design is to fso ifte ilia FOMOV l of raft basin with do-imel T;l>'S1<1fll rm of the aft. 2_ The expanslon jatnts of t17e adjawd sldeMralk aWl - be -adjusted to be In - One vd1h them curb expenolon Idnts ISOljE4C VIEW CEMENT CONCRETE CURB SAD. PLLN - PUS= MRKS INSTALLATION AT PRO ❑: DEPARTMENT CATCH BASINS LANE LINE MARKING VARIES! 4,5' MIN, SAWCUT AFTER BACKFILL . DEPTH OF EXISTING PAVEIVENT 2" - S" HMA J (SEE NOTE 2) 1 EDGE OF PAVEhAENT, EDGE T OF CURB & GUTTER, OR MIN. /2"SAWCUT MIN. CENTER OF LANE MARKING 2" HMA {SEE NOTE 2) 5" CRUSHED SURFACING TOP COURSE (CSTC) (9-03,9(3)) PER WSCCT STANDARD AND REMDVE Sf ECIFCATION5, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-400DW C5TC, BANK RUN GRAVEL FOR TRENCH BACKFILL 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 MDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED (MPROVEMEN-F (SEE WSDOT 57ANDARID SPECIFICATION 2-09.4) PLUS AN PIPE -ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING_ SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-.08.3(1)B L � • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SANE) WITH 957. PASSING A #4 SIEVE AND LESS THAN 52 PASSING A #200 SIEVE N ❑ I ES; 1. WHEN EXISTING PAVEMENT IN A LANE REOUIRNG A FULL MOTH 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 DEPTH USED IN THE EXISTING STREET OR THE CEPTH PER CITY STANOARO, WHICHEVER IS GREATER. 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNLSS SHALL 6E HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN N4 CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" 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 BACIfFILL" ENCROACHES INTO AN ADJACENT LANE, CUR15 & GUTTER CR SHOULDER, THE AFFECTED LANE SHALL ICE PLANED AND OVERLAID 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 EXTSTING 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 9E REPLACED TO MEET ADA STANDARDS, TYPICAL LONGITUDINAL PATCH S . PLAN - 110.1 >► PUBLIC WORKS FOR FLEXCIBLE PAVEMENT DR DEPARTMENT RIGID PAVEMENT WITH OVERLAY l� f J3NP EN GI N EERI N G 1735 POINTE WOODWORTH DR NE TACOMA, WA 98422 (206) 730-3348 NO. REVISION C RAISED EDGE DETAIL 1 T Srj VDIEWALK LEVEL 1q't>Ml i[ "Y On END WOEWALK TPAtM ERSE JOINTS TO INCLUDE RAISED EDGE 3 C i�N1 PREMDLgEp�O.rFKR L6t TWIXAL WHORE APPLrAPAZ � RI7U DiN4 - 1 Trr N R 1TW1 P 1 . Fr 4 1.Si FOR CURB 6EiN1E SEE STD PLAN 01 1'ORyR • ... �QY; .0 _ '-•bi•-- _-• y.• CRUSH 0 RWAOCD*AY . 1' •P SIDEWAILiL RETAIL - THIS 1lrPICAL UNDER SIDEWALK DRUSHEL81Mi ADW TOP Govim it 1f q ALO, CUTLAM, 11{ [IM R {TYP.] `7WFFH RAISED EDGE C'MPACT TO 95k V001FIED PRLICTCX- (UNLESS AJ gWRE7WEMT YMMM 9Y ENCAKEGUTTER A S tkX KORCURIDETAILS 51OMAL L CHL UNDER DER CILM&GUM#[tOeE£TlICKE66oR SEE RTO P► AID1 r% -_"� MATCH EIM341NG ROADWAY CRIt51ED ROCK • .. ?• `a=="• RASE. VAICNEVER IS GRFATEROW FOR AU CURB d GIfRER7 F I FINISKED GRADE 1" (IN IIELM 7-0' 6ihfWAlklL TOP ❑-C'OIIL•RET6 SURFACE ADJACENT TO CURB r-cr Y-o- ON. ROu LNG v2,1IIIitfr`m) �2- 1 FORCURROSTAILS SEE BYO Pr_nN 101 BADGE OR PEDEyTRIAN a . •...{ 1 RULING g� AAIACEHT TO CURB BA19RIEFI - SEE Firma CURB DkrAILS SaDE1NALa SEE STD PLMr lot lS17ER FILL SLOPF S; CGwTRAGT FLANS 9a ALL OR ME4 l l 11r0NIR rrYP.) %+ SIDEWALK FLU I 1ri N I R VERTICAL WALL __. ._�__. •� ■.• SEE DETAIL •� � Oro TF JOIIt7m ITT FILER 1LiER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE JOI7TF GILLER TREATMENT 91DEWmx BUFFER stRlP SIDEWALK ADJACENT TO WALL DETAIL 67<WALK i86E NOTE 10) gECTtO•IS 7!7 {IM R 7 frYr.} T.56MIN. FDA ruRe WFAAS SET: 5TD PLAN Mh - BRpg1AE0 FINISH GRAVSTCH OOSTING � .•wTpE.snPDorrr 5-� Lit TROWELED PERIMETER FTFPI8HE0 GRADE O(R )STING- FOF CONCRETE SURFACE Fv7R PLAINFLUSFI IF P✓ti1rED a f � �. • Q' J c:WEIfrcONcRErEcUR% ADJACENT } -~�` ~ } .. (CUR8AN R 3H OWI, TO BUFFER STRIP - FOR Cl1Ra DETMLR SEE STD PLAN 101 WTOW NOTES• .• . 1_ Far leol cf 1hp Sidewalk width shall t>d the minimum pedowlan • ' s • ,. T accessl6le mule "a free of vertk:sl �': IN SIDEwALLN ONLY • ' ..I •�,' '• and rlodLpntal ObSVDCtionn. Grnhr%gm. j AcW5* covers. jjncban B3axe5, - .` F1I.L•CEPTH EXPANsigN JpNT NIarJF1P COMO Vaults. PUN 9oxes am other .• �I` j CURaANDSADEwrlxlsce sra PiMU .y eppunenaf,ces within Inc sidewalk �� yg MUM Ile flush with SW3f®ce, and match � '�� grade*( the Sidewalk `* r JOINT AND FIN ISH " DETAIL • .. 2- ManaUINS Cement Concrete Curb and • * • •• • •� �', Sidewalk Is not permuted In new For other referenced NOTES see donstrucrion. When neplseameRl wort STET PLAN 1442_ • �■ necelsitat- a Momliti lc Cement Concrete Curb build per WSDOT JDINr rea.ER Standard Pion F-30_I"3_ Paved Sudece6 rnu51 com;Ay µSU1 STD PLAN 1D2.1 as a Irca-Ne. E EXPAN91ON 3. Concrete m be 4,id00 AST. pP FJrPAN51 ON JOINT - n PUPUBLICC WORKSOWORKS CECEMENT CONCRETE STD. PLAN 102 f DEPARTMENT' SIDEWALK N'-/JIT.11W3�t ICMT! I7 SURVEYED: DESIGNED: J3NP DRAWN: J3NP CHECKED: J3NP BY DATE APPR N"mD. SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 198a HORIZONTAL: NAD 19W/1991 DATUM NOTES, 1. NatItsnd. 2- All ramp and landing edges shall be separalWy formed. 3. Utilities a lrucluras ftl must Twain are In be made hen -Op at nw-11lid. A. UUlitiBs strUrAUMS suds as vauits and junclion boxes shall not be located In the Padesinan Access Route (PAR) of II1a Pedestrfeti Girculafilln Route. 5. Drainage appurlen.-mms, such as mznholes, catch basins. etc. shall nut be lacaled in file PAR. These sht7Lid be Corded In the St mel or I he bUfler ausp, 5- Aceembte pedestrian acom ahall oe provided for during mnalrucdon. ti G STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN s'I'F'[ TI • DEPARTMENTCEMENT CONCRETE SIDEWALK �J1y�Ao �_ G� A. TRA WASy,, r� � 37819 O �� S F� l S T ERA`' ��`` S��NA L E��' 04/17/2019 CITY OF RENTON Plonning/Building/Public Works Dept. _.rem Lrrmre- A, Ps*%Wwka•dnr"Illbl" v J W R -404911 Iz IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ 0 DEVELOPMENT ENGINEERINGIL ` LJ.J jchavez 04/23/2019 Q O Q SINGH & SAHOTA RESIDENCES DATE:4/17/19 112 9& 1133 N. 3 3 R D PLACE FIELDBOOK: o2S PAGE - CIVIL PERMIT _ DRANTNG NO- N 33RD PLACE STREET IMPROVEMENTS R5 z MISCELLANEOUS NOTES & DETAILS SHEET: 5 OF- c/')