3219 WETMORE AVE 2023-07-28 - Laserfiche WebLink

FACE OF _ BEAM GUARDRAIL TYPE 31 _ NOTES BARRIER • ! 1. Refer to Standard Plan C-lb and C-20.11 for 3'- 1/2" 6'-3" 6'-3" 6'-3" SHOULDER SEE W- SEE TABLE 1 1 i i i additional details not shown on this plan. 6 x 12 BLOCKOUT CT 12" 6 x 8 TIMBER POST, OR __ - __ — . - — — :_. 2. Extend shoulder pavement to provide a base for the (SEE NOTES 3&4) ACTUAL 1 ST x 8.5 OR W6 x 9 See Contract Plans for exceptions to STEEL POST _._ __ _ - _ _ I extruded curb e f 1----___ f (SEE NOTES 1 &5) distances shown. MID SPAN I i c ,'GROUND LINE ii „ SPLICE 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset. rr See Standard Specification, Section 9-16.3(2). Wood blocks shall be secured to the posts with anti- & 3 1/4" TYPICAL ELEVATION rotation nails. If combination blocks are used, the adjacent blocks shall be toenailed with two 16d J GROUND LINE 13'-6 1/2" ❑ 4 1/4" 6'-3" 3'- 1 1/2" galvanized nails to prevent block rotation. ❑ SLOPE BREAK _, 3'-1 1/2" 4. Wood blocks are shown. Blocks of an approved 10 : 1 OR FLATTER POINT (TYP.) i i i ! alternative material maybe used. See Standard w / �� II SLOPE - . . ' 4 1/4" SYMMETRICAL i AOUT i Specification, Section 9-16.3(2). SEE TABLE . i . i 5. Allposts for standard barrier run shall be of the I ! e any z ¢ ' �, LT-' o e o same type: timber or steel. TYPICAL SECTION —WITHOUT CURB i i 6. Attach blockouts to steel posts using bolt holes ❑ (6'-o" POSTS) 2"(TYP.) on approaching traffic side of post web. 1 7. Anti-rotation holes in steel posts are not required 3/4"(IN)x 2 1/2"(IN) TYPICAL RAIL ELEMENT when using blocks with anti-rotation features RAIL ELEMENT 6" SLOT(TYP.) A �2 (e.g., routed blocks). C 6 x 12 BLOCKOUT �� T�ql 1/4"(IN) OR 13/16" (IN) DIAM. HOLE I (SEE NOTE 4) E+� FOR ANTI-ROTATION 16d NAIL(TYP.) 1 1 1/8" ANTI-ROTATION v (1/4"DIAM. HOLE SHOWN) NAIL 16d(TYP.) 6 x 8 TIMBER POST OR (SEE NOTE 7) Q W6 x 8.5 OR W6 x 9 STEEL 1"--- ! ! 5/8"(IN) RECESSED cc POST (SEE NOTES 1 &5) d T, W6 x 8.5 x 6' (FT) OR HEX NUT(TYP.) LL 13/16 �!� 1 -- W6 x 9 x 6'(FT) LONG O a a_ STEEL POST zo i; 1- (SEE NOTES 1 &5) �, 6 x 12 BLOCKOUT(TYP.) I= 5/8" (IN)x 14" (IN) BUTTON HEAD BOLT i; (SEE NOTE 3) 3/4"(IN) DIAM. HOLE ___ �:� w WITH 7/32"(IN) OVAL GRIP AND THROUGH BLOCK FOR J �1w CUT WASHER o; ':: o RECESSED HEX NUT(TYP.) ' STEEL POST ATTACHMENT ;I; (TYP.) (SEE NOTE 6) 3/4"(IN) DIAM. HOLE THROUGH ;i ANTI-ROTATION 3/4"(IN) OR 13/16"(IN) DIAM. HEX ;;" o BLOCK FOR TIMBER POST i 5/8"(IN) RECESSED NAIL 16d TYP.) 5/8"(IN)x 14"(IN) BUTTON NUT TYP.) ( HEAD BOLT WITH 7/32"(IN) PLAN VIEW ATTACHMENT HOLE FOR BUTTON HEAD OVAL GRIP AND RECESSED WOOD BLOCK BOLT(TYP.) STEEL POST HEX NUT(TYP.) FACE OF (SEE NOTE 4) ' �• (SEE NOTE 3) : (SEE NOTE 6) BARRIER 6 x 8 x 6' (FT) LONG SLOPE\EMBANKMENT TABLE TIMBER POST • - +cikICK (SEE NOTES 1 &5) SHOULDER W—SEE TABLE 1 FOR STD.6'POSTS ti �P��pe WASyI�c� 6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR (SEE NOTE 3) "� �� (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL SLOPE W(FT) o POST (SEE NOTES 1 &5) 2H : 1 V OR FLATTER 2.5' MIN. ANTI-ROTATION __/� ` i= o s { NAIL 16d TYP .\ ' t/ f O STEEPER THAN 2H : 1V \ <` 0 % /11A cv BUT NOT 4.0' MIN. = 1 PERMISSIBLE CURB STEEPER THAN 1H : 1V o �A �4,cI9a2ER�o �� C tr. v PLACEMENT AREA , J� �& S T G� (SEE NOTE 2) ANTI ROTATION P O 8 ONr\L �� N 6 x 8 TIMBER POST OR NAIL 16d (TYP.) ��0� 3 1/4" W6 x 8.5 OR W6 x 9 O\�G .� 2020.08.27 STEEL POST(TYP.) �I1 �J -- 09:46:04 -07'00' FACE OF •GROUND LINE CURB LIMIT ��- O /" �„ SLOPE BREAK l'ip. ._ " , ' 5/8"(IN)x 22"(IN) BUTTON HEAD BOLT BEAM GUARDRAIL TYPE 31 WITH 7/32"(IN) OVAL GRIP AND 10 :�1 OR FLATTER POINT (SEE NOTE 3) RAIL ELEMENT RECESSED HEX NUT(TYP.) SLOPE f SEE TABLE - (TYP.) STANDARD PLAN C-20.10-06 o: SHEET 1 OF 1 SHEET . EXTRUDED CURB TYPE 1, 2, 3,4, 5, "o:: , OR 6. (SEE CONTRACT FOR TYPE). ` , APPROVED FOR PUBLICATION FOR EXTRUDED CURB DETAILS, ISOMETRIC VIEW Date:2020.09.16 SEE STANDARD PLAN F-10.42 ELEVATION VIEW 5/8"(IN)x 1 1/4" (IN) BUTTON HEAD BOLT 09:51:38-07'00' WITH 7/32"(IN) OVAL GRIP(TYP.) STATE DESIGN ENGINEER TYPICAL SECTION WITH CURB AND RECESSED HEX NUTS ^- Washington State Department of Transportation (6'-0" LONG POSTS) EIGHT(8) REQUIRED PER SPLICE '�/