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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 1 -Tr s soElvax LEVEL 1rz• ExrENn $InEWALK tRANSYERSE 1'-0' 1'-P 31t)•pN)PREMOLDED JOINT FILLER 10 (IN) R 1 JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING zj_0"A y t7 (IN) R. RYP.) + FOR CURB DETAILS •► • . 1.5% SEE STO PLAN 101 FACE OF CURB 6' CEMENT CONCRETE 12" R. 612• 1 R. SIDEWALK RAMP OR LANDING - VARIES 5112• 1" FROM - - + 6" TO 0 2" CLEARANCE r � , 1, a i• (IN) R. ! f ••� QI �' L v .5••r • :. ,EJCI STING ROADWAY •' Y< {•. y;�.. /ORUSHEOROCItIi4S • SF�RAISEDEDGE L / SIDEWALK DETAIL -THIS SHE TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) EXISTING ASPHALT. 2.0' MIN. NEW CURB PAVEMENT &GUTTER (SEE NOTE 2) SEE DETAIL 112" R. 1" R. . 1 ( 1 2a TOP OF 6 f in ROADWAY 3/8'PREMOLDED 1,2 R. JOINT FILLER 3:1 SAND AND CEMENT GROUT 111 DEPTH ALLcur MIN. UNLESS TO IRE mODIFIED PROCTOR (UNLESS R MENTWANED BY DEDGESIDEWAL SLOPES WITH RAISED EDGE ENGINEER) TYPICAL UNDERALLCURB, TYPICAL 12• (IN) R. (iYP.) GUTTER & SIDEWALK CSTC UNDER \ t Fo1:cuReDETats CURB&GUTTER TO BE 6THICKNESS OR � 1.5% SEE STD PLAN 101 MATCH ROADWAY CRUSHED ROCK 0 C510 '- CEMENT CONCRETE , PEDESTRIAN CURB � n 5" n 2 1/2" 2 1/2 NON -SHRINK GROUT _ `�- BASE, WHICHEVER IS GREATER (TYP. FOR �� 0a WHICHEVER I AT SIDEWALK RAMPS AND LANDINGS aF - ••• • . .N ALL CURB a GUTTER). snwcuT T (SEE NOTE 2) 6 _ TWO #3 BARS FINISHED GRACE I•(IN)BELOW TOP OF CONCRETE SURFACE rIN soEwAix FACE OF ADJACENT CURB CEMENT CONCRETE s12"'- ADJACENT TO CURB MIN 1 Lr 1 0• TRAFFIC CURB AND GUTTER RW DING SEE DEPRESSED CURB DETAIL THIS SHEET 1O" FOR CURB DETAILS �z d c% ? - -�� ' d FACE OF ADJACENT CURB 1:24 cZ �I " J BRIDGE OR PEDESTRIAN � ti - ----_�-• � a� ••����•'• RAILING I ADJACENT TO CURB" dTOP e - ° OF 6112"-� 1/2" R. ROADWAY FLUSH WITH GUTTER , t 1' PAN AT SIDEWALK 2- r RAMP ENTRANCE r-I FOR CURB DETAILS (STEEP FILL SLOPES) BARRIER -SEE SIDEWALK SEE STD PLAN 1o1. 1 2 THREE #6 BARS CONTRACT PLANS ALL OR BARRIER n 1:24 ♦' I 1rr (IN) R. in?) SIDEWALK � I - TOP OF 1/2" R. ROADWAY r ATTACHMENT DETAIL FLUSH 15% 1'-6" • to MR VERTICAL WALL - pi..\� t..}� 4.4-_"_-�" '\Ye17" t DEPRESSED CURB SECTION SEE DETAIL arsJOINTFEMOLOED „ VS-ON) JOINT FILLER ARTERIAL MINIMUM tO AT RESIDENTIAL DRIVEWAYS ONLY. 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 NTS A ADJACENT TO CURB AND RAILING OR WALL 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 cuRe SIDEWALK (SEE NOTE 10) 11/2PIMR AT SIDEWALK RAMPS 6 12" J - - SECTIONS �. FOR CURB DETAILS SEE STD PLAN 101 512" 1" GROOMED FINISH �� •'.•'M• OR MATCHt7dST1NG i RESIDENTIAL 5TREET MINIMUM 1r1" R. 7" R. 9I8" FACE OF ADJACENT CURB , �� - t TOPOF HMA CLASS 1/2 ~ 5'�• TROWELED PERIMETER 4" HMA (or ACP Class B) ROADWAY ., A 0 GUTTER SURFACE r , � COMPACTED CRUSHED o FINISHED GRADEI- FOR kNTIN TOP U CONCRETE SURFACE FOR PLANTING •-FI.VSH IF PAVEO p� �+ CEMENT sti (CURB ANDGVTTERSHOWN) ADJACENT TO BUFFER STRIP © /\ FOR CURB DETAILS (SEE NOTE 1), OVER 6•' CRUSHED ROCK • r . • �r . ' .�►• • SAWCUT TACK AND SURFACING BASE COURSE o Q SEES1113PLAN101 MATCH EX ASPHALTPREQ Q © \\\ OINTMFFII FILLER ! 1' R. E FULL -DEPTH W FULL DEPTH 12LOED" _ � 5 � i a ro v° - EXPANSION JOINT - - 1. FouTESr 1. Fourteat ithe pedestkwdthshall O bothe mnimumpedestrian �\ INSID WALK JOINT .'.• • ' IN SIDEWALx ONLY►l NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 1"� CEMENT CONCRETE TRAFFIC CURB ��, o 0 0 0 0 0 0 0 0 accessible route tPAm free of vertical • ► • RAO ' and horizontal obstructions. Gratings, ►" ; g �\ BEYOND EDGE OF O O` U' ✓ "� O` D 0�0�0�0� FULL -DEPTH ' Access Covers, Junction Boxes, � CURB ANDSIDEWALK(SEESTOPLANIOU) Cable Vaults, Pull Boxes 2. 5AWCUT SHALL BE POSITIONED 1' - 0" DAMAGED PAVEMENT. DEPRESSED CURB DETAIL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 and other �i appurtenances within the sidewalk s�o 01S• C CONTRACTION JOINT must be flush with surface, and match - grade ofthe sidewalk. � JOINT AND FINISH 3. THE CEMENT OF THIS DESIGN IS E. DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS - _ o 0 0 0 0 0 0 0 0 2. ManvlithicCement Concrete Curb and : -a �'.DETAIL• FOR CEMENT CONCRETE CURBS. 0 0�0 0 0 0 0 0 0 ' i i III _III III III III III III III ••�,• Sidewalk Is not permitted to new For other referenced NOTES see :. 4 , GENERAL NOTES: construction When replacement work STD PLAN 104.2. a Monolithic Cement Concrete Curb build per WSDOT JOINT E FILLER Standard Plan F-30.10-03. Paved surfaces must comply with 1. See standard plans 102 and 101.1 for rb expansion and contraction joint spacing. curb ng. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. EXISTING ASPHALT A \VA VAA \VA VAA \VA VA VA VA VA VA VA VA STD PLAN asappficabte. E FULL -DEPTH 3. Concrete to b� 4,000 PSI. EXPANSION JOINT '"• ` 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 EX UNDISTURBED PAVEMENT VA� \VAA VA� \VAA VA� \VAA SUB -BASE MUST B E COMPACTED TO VA� AA VA� AA VA� STD. PLAN - 102 • PUBLIC WORKS CEMENT CONCRETE QED 4 0 On PUBLIC WORKS + CURB AND GUTTER SM. PLAN - 103 PPRO D: _� PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN - 101 =III III \VA Z_ Z_ 95% MAX DENSITY PER ASTM D 1557VA VAVA VAVA VA ;1 I'PFtO DEPARTMENT SIDEWALK t't !C •r 7 DEPARTMENT ivc o� REPLACEMENT DETAIL Z ATE DEPARTMENT CV CV �\ \ VA \� \�\ \ -1 -1 COMPACTED 2-INCH CLEAN r CRUSHED ROCK OR CRUSHED RECYCLED CONCRETE =III PER GEOTECHNICAL ENGINEERS -IF IF RECOMMENDATIONS GEOTEXTILE SEPARATION FABRIC MIRAFI 50OX 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" side 25" 1/4" EDGED BROOM FINISH GROOVE 1.5% SLOPE (SEE NOTE 3) FACE OF CURB 6.5" e R0.5" � e V 5.5 /- rl FINISH GRADE \I ° ce , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAVEMENT ° v ° ]IL CONSTRUCTION RECORD DRAWING N � � �� � � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN - EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY N BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO 0.5" NOTE: CEMENT CONCRETE COMPACTED SUBGRADE JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. a a CONTRACTOR SHALL PAVEMENT, CLASS 3000 95% ASTM D1557 JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH TOP OF CURB AT - '8 ` CONFORM TO WSDOT L COMPACTED CRUSHED INFORMATION PROVIDED BY OTHERS. 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 R�3�„ INTERVALS 3. SLOPE SHALL BE 1.5% FOR CONSTRUCTABILITY WITH N N 10 1/2" 10 1/2" 1/2" 2 1/2" NTS lo A 2.0% MAX NTS A• Jq On -Site Concrete Vertical Curb On -Site Concrete Sidewalk was9�� 6 1 2" 6 1 2" / / ! SURVEYED: SCALE: DATE: RECORD DRAWINGS SE 11/3/25 VERTICAL: NAVD 1986 HORIZONTAL: NAD 1983/1991 CITY OF RSD TRANSPORTATION EXPANSION 11/03/25 DESIGNED: w ,SSE/REG r 1ELDBOOK: DRAWN: RENTON PAGE: W� DJD/AJJ DRAWING NO: NTS 9 ONE INCH �EcIS6TV'V. CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. PAVING DETAILS C510 sSIUNAL Channelization Arrows IF NOT ONE ��� APPROVED: SCALE ACCORDINGLY SHEET: OR N0. REVISION BY DATE APPR 15 OF 3 C:) T C:) C:) N A, u C:) C:) I N Ir WE C:) C:) I CV Q J R-434315