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Home My WebLink AboutR-423856A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co I O I 0 w FACE OF CURB 6" CEMENT CONCRETE 6• RAISED EDGE DETAIL 11-T 6' SIDEWALK 112" R. SIDEWALK RAMP LEVEL 1/Z EJ TEND SIDEWALK TRANSVERSE 1' - 01 1' - tt y$' (,N) PREMOLDED JOINT FILLER 1' 1' VARIES 1 1' 1" R. JOINTS TO INCLUDE RAISED EDGE 'TYPICAL WHERE APPLICABLE MIN MIN MIN ( MIN 6 1/2" t OR LANDING I 1 2" (IN) R ROU DING - _ 1 1t2• (IN) R (TYP.) - - VARIES 2.oh 5 11Z" 1" FROM ` ' .• a FOR CURB DETAfLS y 6" TO 0 I 7s% f SEE s7D PLAN 101 r 112"R. 1"R. 1:24 6" �, I :r +.CINIR ,• '. `�� tiS +' ` �'�' •}EXISTING ROADWAY RUSHED ROCK HAS SPECIAL NOTE: ! I TOP OF • , • SEE RAISED EDGE, t=r••;:3"s�-�/' 4 T I� IN THE EVENT TRANSVERSE PATCHES EXIST JOINT FILLER D DETAIL `TYPICAL UNDER CRUSHED TO 95% MODIFIED COURSE PROCTOR I � i • is 112" R. ROADWAY r-o• slDewAuc SIDEWALK WITHIN THE AFFECTED STREET, THE LENGTH t JOINT FILLER ALL CUT gMPACT r0 9sz UNDER 4 PROCTOR IN THE PATCH SHALL BE EXTENDED TO w [ �. _ SLOPES MIN WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY jj N ENGwEER)TYPICALUtiDERALLCURe, INCLUDE ANY EXISTING PATCH WITHIN 10 I CEMENT CONCRETE 1 12'(IN)R.(TYPJ GUTTER BSIDEWALK CSTCUNDER 2.0' MIN. T ( [ CURBBGUTTERTOBEG'THICKNESSOR / EXISTING ASPHALT_ NEW CURB FEET OF THE EDGE OF THE PATCH REQUIRED 2.0% 1 FOR CURB 4ETWL5 r-�- Z PEDESTRIAN CURB - ,.5% _ sEEs7DPlva,ol MATCH EXISTING ROADWAY CRUSHED ROCK PAVEMENT 8c GUTTER FOR THE NEW CROSSING AND ANY f }� I 1.JC�- •••.:• •,• • BASE, WHICHEVER IS GREATER(TYP. FOR (SEE NE}TE 2) SUBSEQUENT PATCH EDGE WITHIN 10 FEET 1 _-- T AT SIDEWALK RAMPS AND LANDINGS 4r DER + .. ,.,..� ALLCVRBAGLITTER[ OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. } EDGE OF PAVEMENT w T F . w }!; �\ I FACE OF GUTTER OR 1 - 6" FINISHED GRADE 1' (IN) BELOW U FACE OF ADJACENT CURB z - 0' sloewALK + TOP of CONCRETE SURFACE CEMENT CONCRETE 6112' ADJACENT TO CURB ;,-0 +. MIN - SAWCUT TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET tt2-(IN) R. (Tw.y I (SEE NOTE 2) Z RDU DING FOR CURB DETAILS TRAFFIC FLOW _2.0%r•I .r�1.5% SEE STD PLAN 101 a FACE OF ADJACENT CURB 114 d � " r "r-` -! Z 6 1r2" TOP OF 6tis �!.' ; t12-12. ROADWAY BRIDGE OR PEDESTRIAN St�Aj a • 2" HMA CENTER LINE OR - -� FLUSH WITH GUTTER [ 1' RAILING` t:^ r •a �. PAN AT SIDEWALK T r LANE LINE 2•" ADJACENT TO CURB FOR CURB DETAILS RAMP ENTRANCE j - SIDEWALK SEE STD PLAN 16i. (STEEP FILL SLOPES) a . a • 2" TO 8" HMA 1:12 , ;24 BARRIER - SEE ( CONTRACT PLANS ALL OR BARRIER a �. J a TOP OF l I ,rZ' (IN) R. [TYP.) • • • • . W 1r2' R. ROADWAY ! ' I SIDEWALK FLUSH 1 ��-' 1 DEPRESSED CURB SECTION VERTICAL �• 6.5' MIN. `o AT RESIDENTIAL DRIVEWAYS ONLY. ors• (IN) PREMOLDED 2" DEPTH OF w [ FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 JOINT FILLER - PLANING OR SAWCUT AND REMOVE ADJACENT TO CURB AND RAILING OR WALL PREare' MOLDED JOINT FILLER It FORTME SIDE BUFFERSTRIP ARTERIAL STREET -MINIMUM DEPRESSED CURB SECTION FACE OF CURB TREATMEN7 SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL - 7" HMA VARIES: 6.5' MIN. (SEE NOTE 10) , (or ACP Class B) AT SIDEWALK RAMPS 6 1112• (IN) R. Q SECTIONS SIDEWALK 1(SEE NOTE 1), OVER 1 � 1 � 1qM11N DEPTH OF EXISTING PAVEMENT 1 (TYP.) 6•' CRUSHED ROCK VARIES �{ 'a + 5% FOR CURB DETAILS MIN MIN I MI 5 112" 1" _ LS%MIN. SEE STD PLAN 101 1/2' R. `/• •: +e: I '1 318` 11 R. - ` \ ' .. •y GROOMED FINISH _� . �� •, •' FACE OF ADJACENT CURB OR MATCH EXISTING Q TOP OF 1 t - " � 6" � . a• vnoE, SMOOTH • ROADWAY TROWELED PERIMETER • . pl,p 2�y► GUTTER SURFACE [ FINISHED GRADE I•(IN)BELOW TOP OFCONCRETE • Ci RESIDENTIAL STREET MINIMUM • •• SURFACE FOR PLANTING -FLUSH IF PAVED a• p 2" SAWCUT AND REMOVE w p .•. 1, ram+ 0 1(l'' fJCEMENT CONCRETE CURB 4" HMA or ACP Class B I, • Q -- ^\ (CURB ANDGIfTTERSHOWN) ( ) OR PLANE, SEAL WITH I 2" - 6" MIN. HMA (SEE NOTE 2) _ •' Q ' ;y w • �` y. ADJACENT TO DUFFER STRIP " ` FOR CURB DETAILS (SEE NOTE 1) OVER AR-4000Ww • �` y. ADJACENT TO BUFFER STRIP " ` \ ,. FOR CURB DETAILS (SEE NOTE 1) OVER AR-4000W ` r 0 SEE STD PLAN 101 6" CRUSHED ROCK (EACH SIDE) PREMOLDED 7 \6" CRUSHED SURFACING TOP COURSE (CSTC) U JOINT FILLER 1 `� �, 2" HMA (9-03.9(3)) PER WSDOT STANDARD 1" R. 0� SPECIFICATIONS, COMPACTED TO 95% MODIFIED E FULL-bEPTH 6 v4"� i_ t18'TD 714' PROCTOR. U) 1" R' EXPANSION JOINT NOTES SAWCUT AFTER BACKFILL v J (EACH SIDE) CEMENT CONCRETE 1. Four feet otthe sidewalk width shall COMPACTION JOINT , ► •* •\-CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL TRAFFIC CURB b@the minimum pedestrian INSIDEwALKONLY �r�B `•• NOTES: (9-03.19), GRAVEL BORROW (9-03.14(1)) PER accessible route IVAF; free of vertical ► • o . w and_ p WSDOT STANDARD SPECIFICATIONS OR NATIVE Access Covers, uVudion oxen, Gratings, ": • 1. MUST MATCH EXISTING THICKNESS IF GREATER. MATERIAL IF APPROVED IN WRITING BY ENGINEER Al'xe55 C@VefS, Junction 60x@S, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE SM PLAN 1o1.1) BASED ON GEOTECH REPORT, COMPACTED TO 95% DEPRESSED CURB DETAIL Cabmenable nceswithinits, Pull the es dwalk MODIFIED PROCTOR. Z appurtenances within the sidewalk �F� 3r8• C CONTRACTION JOINT 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS must be flush with surface, and match rE� DAMAGED PAVEMENT. grade of the sidewalk. JOINT AND FINISH WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED O DETAIL . • ►If' ' . ' 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) 2. Monolithic Cement Concrete Curb and '. .;I �� JQ PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD ^ GENERAL NOTES: Sidewalk is not permitted in new For other referenced NOTES see i', R NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. VJ construction, When replacement work STD PLAN104.2, • FOR CEMENT CONCRETE CURDS. STANDARD SPECIFICATION 7-08.3(1)B 1. See standard plans 102 and 101.1 for Curb expansion and contraction joint spacing. necessitates a Monolithic Cement TRENCH WIDTH PREMOLgE Concrete Curb build per WSDOT ' U I 2. Expansion joint shall be full depth, 3 8" in.) premolded joint filler. Standard Plan F-30.10-03. JOINT FILLER I P / { 1 Paved surfaces must comply with 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104-2 STD PLAN 102.1 as applicable. E FULL -DEPTH J P Y 3. Concrete to be EXPANSION JOINT FOR NOTES, SEE STANDARD PLAN 110.1 STD. PLAN - 101 STD. PLAN - 102 a SRO• PLAN - 103 TYPICAL TRANSVERSE PATCH FOR STD, PLAN - 110 ,• PUBLIC WORKS w PUBLIC WORKS CEMENT CONCRETE ti 1 DEPARTMENT CEMENT CONCRETE CURBS T DEPARTMENT 1 t) E`''' �'I G�+�� PUBLIC IYORKS CURB AND GUTTER PPRO D: •�i PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID f 1 E_;D w SIDEWALK is /I.lr jGrf x 7 �±I� + DEPARTMENT REPLACEMENT DETAIL Z '•� DEPARTMENT /# '6 17 PAVEMENT WITH OVERLAY �---F ATE NTS NTS NTS NTS Cement Concrete Curbs 5 Cement Concrete Sidewalk 6 Curb and Gutter Replacement Detail 7 Transverse Patch: Flexible/Rigid id Pavement w/Overla P g Y NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS, SEE JOINT SPACING TABLE BELOW. AREAS 1/4D a a TO BE APPROXIMATELY SQUARE AND SEALANT RESERVOIR TABLE HAVE NO ACUTE ANGLES. JOINT 0o OD " a 0 o a Oao LOCATIONS TO BE APPROVED BY THE ao��o��OD °°�o°�o�oDooOa° �Oo°off°OD ao0�oo0D�0°°� ARCHITECT.SEE ARCHITECTURAL °o�°DODoO�aDooOa�°O�ooDo�o0 PLANS FOR STAMP PATTERN, COLOR °oo°oDoDoOa°ago°O�o�aDo��ao��oa�o��°oO�ODDo AND FINISH. ao D 0 JOINT SPACING TABLE CONCRETE PAVING SEE DETAIL DETAIL A SAWCUT CONCRETE, USE BACKER ROD AND W FILL W/SEALANT, SEE RESERVOIR TABLE. SD PAVEMENT DEPTH JOINT SPACING 5" 9-11, 6" 11-13' 7" 13-15' 8" 15-17' 10" 18-21' 12" 20-25' 14" 25-28' JOINT SPACING WIDTH (W) DEPTH (SD) 9-14' 1/8" 1/4" MIN 11-14' 1/8" 1/4" MIN 15-17' 1/4" 3/8" MIN 15-18' 1/4" 3/8" MIN 20-25' 1/2" 1/2" MIN 25-28' 1/2" 3/4" M I N 1/4D K-4238 56 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 TS �B.4 wAs�� w Not UseNd 9 Not Used Concrete Paving g Controljoint 1 2 Q G� - C33708 STER�9` ssIONAL��G �� 05/0\/ G E N E R A T 0 R L. STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206)343-0460 SEATTLE, WA 98104 WWW.CpIIDC.COm SURVEYED: WH PACIFIC SCALE: AS As SHOWN VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ' CITY OF VR&TRAINING • RENTON Planning/Building/Public Works Dept. SEATTLE SOUNDERS FC HEADQUARTERS CENTER RENTON, WASHINGTON PAVING DETAILS DATE: 05 01 2023 / / DESIGNED: FlELDBOOK: PAGE: DAWN JAS ONE INCH DRAWING NO: C5.20 CHECKED: WCA AT FULL SCALE IFAPPROVED: C NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R TBB SHEET: OF: 68 71 LO 0 N N u M N Q J T M O O I N n� oC w z w U Z Z Q 06 IIr w Q D a 0 Q w U LL w 0 Z D r0 V ) LU I- I- Q W � VJ