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Home My WebLink AboutT-432608`1J N C'7 IZI- W I- W C m E 0 a E N _. BEAM GUARDRAIL TYPE 31 ._ NOTES TI NOTES „ FACE OF BARRIER �, 3'-Ivr a-3" s-3• -T,- 6•-3^ Nt SEE 1. Refer to Standard Plan C-lb for additional details not shown BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not SHOULDER CONTRACT W - SEE TABLE MATCH SIDEWALK " STRIP--- --r 6" x 12" (IN) BLOCKOUT on this Ian. O WIDTH - 4' 0" MIN. -- permitted. (SEE NOTES 3 8 4) �` j � -- p MATCH SIDEWALK SEE CONTRACT PLANS J' 2. At marked crosswalks, the connection between the Landing and the K /Y WIDTH - 4' 0" MIN. - 6" x 8" (IN) TIMBER POST, N 1 1 2. Extend shoulder pavement to provide a base for the extruded L.L SEE CONTRACT PLANS PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. 1r' I�'� Gs L t I P SEE NOTE 10 CURB RAMP ACTUAL OR W6x8.5 OR W6x9� , curb. See Contract Plans for exceptions to distances shown 3/8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length Of the grade break STEEL POST I u t 1 JOINT -SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. (SEE NOTES 1 & 5) PLAN F-30.10 SEE CONTRACT PLANS LANDING 3. Use a single block or combination of blocks (no more than two (2) Specification S 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING P SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE ` PEDESTRIAN CURB •- antes On any part Of the Curb Ramp Or Landing Or in the Depressed TYPICAL ELEVATION to achieve the actual 12" (in) offset. See Standard v Section 9-16.3(2). Wood blocks shall be secured to the posts with SEE NOTE 6 5' - 0" MIN. STANDARD PLAN F-30.10 °' SEE NOTE 10 P 3" R. � Curb and Gutter where the Landing connects to the roadway. 13'-6Ur (TYP•) anti -rotation nails. If combination blocks are used, the adjacent 5 - o" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan ' a va• A J Y Y F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and �' 31/4" crYPJ 6'-3' -i]/2• blocks shall be toena7ed with two 16d galvanized nails to prevent z A _ _ _ _ z P GROUND LINE a 3" R. I a Pedestrian Curb details. ava• SYMMETRICAL block rotation. * I (TYPJ ABOUTCn i * * 5-0 MIN. 3" R. O 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SLOPE BREAK C) SIDEWALK • POINT 4. Wood blocks are shown. Blocks of an approved alternative material ""' � � Contract Plans for width and placement of sidewalk. sl_oPE � = a PPr :.. cJ SEE NOTE 6 10: 1 OR FLATTER 63 o c may be used. See Standard Specification Section 9-16.3(2). 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the SEE TABLE BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER DETECTABLE WARNING SURFACE CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP J, J �" SEE STANDARD PLAN F-45.10 adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ii 11 2' ' Curb, Or Sidewalks. � (TYP)_ 5. All poets for any standard barrier run shall be of the same type; ELEVATION VIEW 3/a" x 2 1/2^ (IN) SLOT timber or steel. CURB AND GUTTER - CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown (TYP.) SEE NOTE 5 SEE NOTE 5 P 9 4 ( TYPICAL ELEVATION ^' WITHOUT CURB otherwise in the Contract Plans). When applying the 15-foot max. length PEDESTRIAN CROSSING PEDESTRIAN CROSSING TYPICAL RAIL ELEMENT 6. Attach blackouts to steel posts using bolt holes on approaching CLOSURES GN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope Of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of 1/4" OR 13/16" (IN) DIA traffic side of post web. HOLE FOR ANTI -ROTATION CURB ramp to top of ramp to match into the sidewalk over a horizontal RAIL ELEMENT 1 1/8 ► 16d NAIL (1/4" (IW DIA. HOLE LU PLAN VIEW PLAN VIEW distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B SHOWN) (SEE NOTE 7) 7. Anti -rotation holes in steel posts are not required when using blocks 9. Curb Ramps and Landings shall receive a broom finish. See Standard Ed6" x 12" (IN) BLOCKOUT I 1 with anti -rotation features (e.g routered blocks). Specifications 8-14. '¢ (SEE NOTES 3 8 4) 6" x 8" (IN) TIMBER POST OR 1 LU W6x8.5 OR W6x9 STEEL 10. Pedestrian Curb may be omitted if the ground surface at the back of the p / POST (SEE NOTES 1 8 5) } _-- m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb o --- Z 15' - 0" MAX SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP)Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 UJ SEE NOTE 8 GRADE BREAK GRADE GRADE BREAK LEGEND o 5/8" x 14" (IN) BUTTON GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK HEAD BOLT WITH 7/32" (IN) 5.0% MAX. SIDEWALK - SIDEWALK -- - SLOPE IN EITHER DIRECTION OVAL GRIP AND RECESSED SIDEWALK -• SEE NOTE 6 SEE NOTE 6 HEX NUT (SEE NOTE 6) (TYP.) SEE NOTE 6 * * TOP OF 1.5 OR FLATTER RECOMMENDED FOR a * ROADWAY �-� * �� * DESIGN/FORMWORK (2% MAX.) I 1 , * * 7.5% OR FLATTER RECOMMENDED FOR PLAN VIEW a DESIGN/FORMWORK (8.3% MAX.) CURB RAMP o LANDING DEPRESSED CURB AND GUTTER CURB RAMP LANDING CURB RAMP SEE NOTE 7 �C® 2�'L FACE OF BARRIER - SEE STANDARD PLAN F-10.12 °t r 1 0'c WA SECTION O 1 �P�� S 4C l�� SHOULDER W - SEE TABLE H� 8" (IN) TIMBER POST, OR 1 1 lip ,01 11 EN % 11 3/4" OR 13/16" (IN) DIA. -� 1 HOLE FOR BUTTON HEAD BOLT (TYP.) STEEL POST ANTI -ROTATION / NAIL 16d (TYP.) W6x8.5 OR -'C/ W6x9 STEEL POST 518" (IN) RECESSED (SEE NOTES 18 5) �, HEX NUT (TYP.) •��O3NY J MOf CFI - 518' (IN) RECESSED HEX NUT - (SEE NOTES - QQ394) w'4SjflA, (TYP") - ` • :o. � �O SECTION O 1 CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 6" x 12" (IN) BLOCKOUT * MAY BE USED ONLY IF SHOWN IN cur WASHER (TYP.) 0 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) 32" W6x8.5 OR W6x9 STEEL (SEE NOTES 3 8 4) ACTUAL CONTRACT DOCUMENTS 5JIr x 14.Ow) BUTTON % l FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE T _ POST (SEE NOTES 1 & 5) p ANTI -ROTATION, HEAD BOLT WITH 7/32" CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. I 6"x8" TIMBER POST NAIL 16d (TYPJ 1 (IN) OVAL GRIP 8 4 .p 28680 O �V (SEE NOTES 1 8 5) /- (SEE NOTES RECESSED HEX NUTS294 "CEMENT CONCRETE CURB RAMP �A F (TYP) (SEE NOTE 6) R �O TYPE SINGLE DIRECTION A" PAY LIMIT "CEMENT CONCRETE CURB RAMP _. F� CI STER Gt 384) Fs EGtSTER 1V\ TYPE SINGLE DIRECTION B" PAY LIMIT - 1 PERMISSIBLE CURB SEE NOTE 7 SEE NOTE 7 sJONAL F� _= O S�CVAL FACE OF CURB � ANTI -ROTATION (SEE NOTES LIMIT PLACEMENT AREA NAIL 16d (TYP.) 3 a 4) 5/fr' x 27 (IN) BUTTON HEAD DETECTABLE WARNING (SEE NOTE 2) BOLT WITH 7/32(IN) Zeller, soon OVAL GRIP 8 RECESSED Oct 12, 2023 1" (IN) RADIUS I I I I I SURFACE - SEE � Jun 24 2016 7:21 AM 3 1/4" I ! HEX NUT (TYP.) CORNER STANDARD PLAN F-45.10 PEDESTRIAN CURB GROUND LINE .... • •' • BEAM GUARDRAIL TYPE 31 ••••••••••• SINGLE DIRECTION 1 �� ANTI -ROTATION '�`- 'CpP�� ...... DEPRESSED CURB AND ,,. CURB RAMP NAIL 16d (TYP.) � of GUTTER SEE NOTE 5 SLOPE BREAK nod ^.- W6x8.5 0R W6x9 G . POINT _ STEEL POST (TYP.) 90° ANGLE p (SEE NOTES 18 5) 1 STANDARD PLAN C-20.10-09 STANDARD PLAN F-40.16-03 1i\ li _ SEE TABLE I 1 SHEET 1 OF i SHEET RADIUS10: 1 OR FLATTER` VARY SHEET 1 OF 1 SHEET - i -I (SEE NOTES 3 a a) E APPROVED FOR PUBLICATION h i1 \' - EXTRUDED CURB TYPES 1, 2, 3, 4, 5, OR 6. RAIL ELEMENT (TYP) APPROVED FOR PUBLICATION carpenter, Jeff �'- '� (SEE CONTRACT FOR TYPE) FOR EXTRUDED ISOMETRIC VIEW 1' - 0" �a gfie.Jte c.� Jun 29 2016 2:29 PM % Oct 12, 2023 ISOMETRIC VIEW ISOMETRIC VIEW CURB DETAILS, SEE STANDARD PLAN F-10.42 5/8"x 11/4" (IN) BUTTON HEAD BOLT STATE DESIGN ENGINEER I WITH 7/3r (HE OVAL GRIP (TYP) STATE DESIGN ENGINEER TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B ELEVATION VIEW & RECESSEDWITH HEX NUT GRIP (8) DETAIL C Washington State Department of Transportation 1 REWIRED PER SPLICE �I/ p Washington rtn� t Stet Transportation PAY LIMIT O PAY LIMIT MAP TYPICAL SECTION WITH CURB NTS 1 NTS 2 Single Direction Curb Ramp Beam Guardrail Type 31 R-432630 T-432608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` msippo 08/07/2025 NTS 4 NTS 5 A• JAB Not Used Not Used sy, o SURVEYED: SCALE: HAZEN HIGH SCHOOL MODERNIZATION DA07.11.2025 HOR ONTAL:•NAD�983/1991 " ��T� OF W �� DESIGNE JAJ N/A 'H FIELDBOOK: RENTON PAGE: DRAWN: t �a' DJD/AJJ ONE INCH ' DRAWING NO: NTS ��GIS6TEg�� 67 CHECKED: AT FULL SCALE �� Planning/Building/Public Works Dept. SS/ �G JAJ IF NOT ONE INCH SITE DETAILS C304 Not Used ()NAL E NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OR 05 29 ZOZ5 JAJ 30 OF 7 SLOPE/EMBANKMENT TABLE FOR 6, 8, 7, AND 11' LONG POSTS POST SLOPE Worn LENGTH 6-FOOT 2H :1V OR 25 MIN. FLATTER 6-FOOT RATTY 4.0 MIN. Bf00T STEEPER THAN UK2H : IV TO IH : IV 0 8-FOOT 2H:IV (FACE OF BARRIER AT SLOPE BREAK POINT) 9 FAT STEEPER THAN 2H: IV TO L5H: IV (FACE OF BARRIER AT SLOPE BREAK POINT) llf00T STEEPER THAN 1.SH : IV TO 1H :1V (FACE OF BARRIER AT SLOPE BREAK POINT) T C:) N LJ C:) C:) I Nt Q J W C:) C:) I N cc ,@I