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HomeMy WebLinkAboutR-43431513/16" DIA HOLES Co 6'-0" I I 0 W 91 INSTALL CONCRETE WHEEL STOPS WITH DRAINAGE SLOTS to RAISED EDGE DETAIL 12' LEVEL EXTEND SIDEWALK 1'-0' 1'-P 10 (IN) R 1 JOINTS TO INCLUDE RAISED EDGE ROU DING 2�U% '1 I •►•., + SIDEWALK_ 318•ON) PREMOLDEDJOINT FILLER TYPICAL WHERE APPLICABLE Mr (IN)R.(TYP.) 1.516 SEE ST°F'UW 101 SEEFOR STO BAN 101 FACE OF CURB 6 11T 51/2• 1" � - 6' CEMENT CONCRETE 112" R. t R. SIDEWALK RAMP OR LANDING VARIES r FROM - 1 6"T00 2 CLEARANCE (TYP) � � 1. a i• QN) R. • ! f •'�. A, `�' L FY •.•� 1'.tr SIDEWALK DETAIL v .5••r • :. STING ROMWAY !^3 CRt15HE0 ROCK BAS 1`"'' `w`ty�;..;,, LTYPICALur1DFR -- SIDEWALK COMPACTTS EXISTING ASPHALT. 2.0' MIN. NEW CURB PAVEMENT & GUTTER (SEE NOTE 2) SEE DETAIL 1/2•' R. 1" R. 1.24 , t TOP OF 112•R ROADWAY 6' ( 3i8"PREMOLDED JOINT FILLER 3:1 SAND AND CEMENT GROUT 1" DEPTH MIN. O 95R MODIFIED PROCTOR) (UNLESS UNLESS REOUIREMENT WANED BY ( r - `L` stDPEs WITH RAISED EDGE NGINEER)iYPICAL UNDER ALL CURB, i2" (IN) R. (rrP.) GUTTER & SIDEWALK CSTC UNDER �_.0% t 6 FOR CURB DETAILS CURsd GUTTER TO BE Ii THICKNESS OR 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK Av - - BASE, WHICHEVER IS GREATER (TYP. FOR 1O C510 -- ` En ! CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS �� 5 2 1/ 2 2 NON -SHRINK GROUT �� 1/2 aF�t1£R .. _ .... •.• ,N ,� ALL CURB& GUTTER). snwcuT T 6 TWO #3 BARS °, r-o FINISHED GRATE P(IN)BELOW i TOP OF CONCRETE SURFACE soEwuK (SEE NOTE 2) CEMENT CONCRETE FACE OF ADJACENT CURB s vz _ ADJACENT TO CURB 1' tr 1 0• MIN TRAFFIC CURB AND GUTTER ROU DING SEE DEPRESSED CURB DETAIL THIS SHEET 1O" jz o% FOR CURB DETAILS ? 1 5% SEE SM PLAN tot d - -�� ' d FACE OF ADJACENT CURB 1.2a cZ �I " J BRIDGE OR PEDESTRIAN � ti - RAILING - - - - _� - • � a� ••�'• I ADJACENT " TO CURB dTOP a ° 6 112"- � - FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE OF , 1• W" R. ROADWAY Z- r CN rI FOR CURB DETAILS BARRIER -SEE SIDEWALK SEE STD PLAN 101. LL (STEEP FISLOPES) 1:12 THREE #6 BARS 111 CONTRACT PLANS ALL OR BARRIER 1:24 le 11r (IN) R. fTYP.) �I SIDEWALK TOP OF tT2"R. ROADWAY r ATTACHMENT DETAIL FLUSH 1.5% ' ... •: a.. • .� 1rY M R VERTICAL WALL- "vj?F";.:--- • t DEPRESSED CURB SECTION SEE DETAIL „ 0/s•PN TFliIPRELDED JOINT FILLER �y ARTERIAL MINIMUM tO 1 AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 NTS A ADJACENT TO CURB AND RAILING OR WALL e'(IN) PREMOLDED JOINT FILLER 7" HMA (Or ACP Class B) - � -8. ',F Wheel Stop FOR REATME BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 1), OVER 6'� CRUSHED ROCK DEPRESSED CURB SECTION FACE of cuR6 SIDEWALK (SEE NOTE 10) NI t(RVPI) AT SIDEWALK RAMPS 6 M" -- SECTIONS � . FOR CURB DETAILS 1.5% 1,5%MW._ SEE STD PLAN 101 5 1/2" 1 " yVVy,y \ ' r• :�=•'A�`�+NL`>..q"%r/.''�aJ ��'�•• • ' BROOMED MATCHFlNISH ORMATCHEXISTING 4'WIDE,SMOOTH RESIDENTIAL STREET MINIMUM 9/8" ---I I--- FACE II 1rz• R. t• R. OF ADJACENT CURB t ) TOP OF ° HMA CLASS 1/2 TOPOFCONCRETE FINISHEDGRADEFOR TROWELED PERIMETER t%' 4" HMA (or ACP Class B) (SEE NOTE 1), OVER -` . . , • 91A '��. 4Y ROAD�'r. ( GUTTER SURFACE r - COMPACTED CRUSHED } o SURFACE FOR PLANTING •-FI.VSH IF PAVED � 10'" 5' �, / � CEMENT CONCRETE CURB /\ 6" CRUSHED ROCK ♦ � TQ • ° ' .' �[ •� v SAWCUT TACK AND SURFACING BASE COURSE � o Q ADJACENT TO BUFFER STRIP d © (cuReANOGUTTERSIiowN) FOR CURB DETAILS SEE STO PLAN 101 a' • MATCH EX ASPHALT MATCH z / s' \ / ��// PRE JOINT FILLER FULL -DEPTH \ ! t•R FULL DEPTH 12" LU � I s 11a- - NOTES C j 1. Four feet of the sidewalk width shall \ CONTRACTION .• b0theminimumpedestrian ♦• - - IN SIDEWALK �► l NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. EXPANSION JOINT 1•R / CEMENT CONCRETE j' TRAFFIC CURB o 0 0 0 0 0 0 0 0 accesslWe route tP•AW free of vertical - _ and horizontal absWtxbns.Gretlngs, ___ • ► • Rro ►"� 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF - ��)O�O�j0 0 0 0 0 0 0 0 0 Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other \ ,'. FULL -DEPTH JOINT INBOTN CURB AND SIDEWALK (SEE Sna PLAN 101.1) DAMAGED PAVEMENT. DEPRESSED CURB DETAIL ate% appurtenances within the sidewalk `r�0 01S C CONTRACTION JOINT must be flush with surface, and match `c`yv�� - grade of the sidewalk. JOINT AND FINISH DETAIL . . 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS III III III III 2. Monolithic Cement Concrete Curb and • � • �,• a �; FOR CEMENT CONCRETE CURBS. Sidewalk Is not permitted in new For other referenced NOTES see , : 4 , GENERAL NOTES: construction When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-00 Paved surfaces must comply With JOINT FILLER 1. See standard plans 102 and 101.1 for curb expansion and contraction joint sparing. 2. Expansion Joint shall be full depth, 3/8" (in.) premolded joint filler. EXISTING ASPHALT VIVA VAVA VAVA VA S7DPLAN1o2.1 as applicable, 3. Concrete to be a,000 PSI. STD P I. E FULL -DEPTH JOINT '` 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 VA� \VAA VA� \VAA VA� \VAA EX UNDISTURBED PAVEMENT �\ V �\ SUB -BASE MUST BE COMPACTED TO VA� AA VAoAA � STD. PLAN - 102 PUBLIC WORKS CEMENT CONCRETE I,l`HO 4 0 G� PUBLIC WORKS + + CURB AND GUTTER SM. PLAN - 103 PPRO D: _� PUBLIC waRKs CEMENT STD. PLAN - 101 CONCRETE CURBS n =III III \VA 95% MAX DENSITY PER ASTM D 1557VA VAVA VAVA VA \\ \\/ \\/ \\/ y DEPARTMENT SIDEWALK 1' FT) !C •' 7 �- = DEPARTMENT �o REPLACEMENT DETAIL Z. Are DEPARTMENT , \/\\\ \/\\\ \/ COMPACTED 2-INCH CLEAN N N CRUSHED ROCK OR CRUSHED RECYCLED CONCRETE PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS GEOTEXTILE SEPARATION FABRIC MIRAFI 500X OR EQUAL COMPACTED SUBGRADE NOTES: 95% ASTM D1557 DEPTHS ARE COMPACTED THICKNESS NTS 5 NTS 6 NTS 7 NTS 8 COR Cement Concrete Sidewalk (ROW) COR Curb and Gutter Replacement (ROW) Cement Concrete Curbs On -Site Asphalt Concrete Pavement 24 1/2" 25" 1/4" EDGED BROOM FINISH GROOVE 1.5% SLOPE (SEE NOTE 3) FACE OF CURB 6.5" e II RO.5" � a `+ V R1n 5.5 rl FINISH GRADE \I ° PAVEMENT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N (0 N 0.5" NOTE: CEMENT CONCRETE COMPACTED SUBGRADE ° CONTRACTOR SHALL PAVEMENT, CLASS 3000 95% ASTM D1557 TOP OF CURB AT - 8 ` CONFORM TO WSDOT COMPACTED CRUSHED DRIVEWAY APPROACH SPEC. 8-04.3 SURFACING TOP COURSE NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS 20" 1. CEMENT CONCRETE SHALL BE CLASS 3000 101, 2. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT DEVELOPMENT ENGINEERING R INTERVALS HBra 06/13/2025 Y 7 1/2" 3. SLOPE SHALL BE 1.5% FOR CONSTRUCTABILITY WITH N N 10 1/2" 10 1/2" 1/2" 21/2" NTS AN. Jq On -Site Concrete Vertical Curb wAS'll lo A 2.0% MAX NTS On -Site Concrete Sidewalk 61 2" 61 2" / / ! BID SET SE /10/2 SURVEYED: SCALE: VERTICAL: 11198a DATE: PERMIT COMMENTS SE 4/14/25 HORIZONTAL: NAD 1983/1991 CITY OF RSD TRANSPORTATION EXPANSION 05/21/25 w , ADDENDUM 1 DESIGNED: AJ /17/2 SSE/REG RENTON FIELDBOOK: PAGE: 3 ADDENDUM 2 AJ 5/1/25 °RPWNt DJD/AJJ � DRAWING NO: NTS 9 43667 R�Gt 67 4 PERMIT COMMENTS �ssl S ONE INCH SE /21/2 CHECKED: AT FULL SCALE JAJ DATUM Planning/Building/Public r1 Works De t Dept. PAVING DETAILS C 510 Channelization Arrows �G UNAL E NO. REVISION IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR 15 OF 7 T C:) N A, u N Ir r11111IN O I N Q J R-434315