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<br /> WCLSEAL 3p
<br /> � 3"
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<br /> BUS CURB BUMPER 4 . <E�(IST PLATFORM a .. � EXIST PLATFORM
<br /> �(END SECTIONS ONLY} `. � ` •�!�
<br /> ° . � �, � 4 ' . e d�iST EXPANSION JOINT � �����a� � � � � ��XISTa SAWCUT JOINT
<br /> FIELD CUT TAPER --- Q . Q ` ; _e . ,< ;
<br /> a d a
<br /> � A
<br /> 60' 9 `
<br /> � O O O O� �O O O O O O O�
<br /> END SECTI�N TAPER DETAIL °� e. . .
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<br /> COLUMN TYP. O O O O O O C o
<br /> ( ) NOT TO SCA�E ° ° � O � O �C � �OO �O �O � �
<br /> ICONIC MARKER � � � p� p� � O� O O� O� C �
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<br /> � < . �. � • �� � �� �O� O O� O�C �� Q
<br /> �. . .. � O O TOP OF CURB O O O O C � Q
<br /> I ( I I I I ( I I 4• EXIST RAMP . �� //--TOP OF CURB
<br /> � — —� — —I— — — — -r — —I— — —r — — — —'— — — — � 8,- �� � ' ' .4 .. , q a.. ... . . . a . ..d a' .dd' ,. e', a,� '}-
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<br /> �-' I _ 1 I I I I I I I _ ` . "' BUS CURB BUMPER < � . �
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<br /> � . ��: . e . ��
<br /> � BUS CURB BUMPER BUS CURB BUMPER
<br /> a d `�� a �:� . ��. Q�� END SECTION MID SEGTIONS
<br /> a a a ' a �
<br /> Z
<br /> BEGIN BUMPER INSTALLATION FIELD CUT END SECTION TAPER � . ,��
<br /> DEPARTURE END SEE DETAIL THIS SHEET '� .��
<br /> FIELD CUT ENQ SECTION TAPER PAINT TOP AND FACE OF CURB US UR MP R "� � f �`�'
<br /> SEE QETAIL THiS SHEET YELLOW PRIOR TO BUMPER INSTALIATION Qn 6, , 4- INCH CURB BUMPER PLA�EMENT DETAIL J41NT PLACEMENT DETAILS � �� ; �� �
<br /> SEPARATI N BETWEEN � �` x �
<br /> SECTIONS NOT TO SCALE NOT TO SCALE
<br /> CURB STRIPING AND BUS CURB BUMPER ' �°i������
<br /> NOT TO SCALE ���" �
<br /> J�A24/1
<br /> CURB FACE TRAFFIC
<br /> LANE
<br /> DRAINAGE NOTE: 3'-3" 3'-3" �� �
<br /> N OPENING MINOR DEVIATIONS OF A MIN. MIN. � �
<br /> MANUFACTURER'S STANDARD PRODUCT
<br /> o I ( I ( ( I I I o FROM THE CROSS SECTIONS, HOLES, 1'
<br /> AND DRAINAGE OPENINGS SHOWN AftE
<br /> ACCEPTABLE Z
<br /> P LAN = W �5' s' �o° s' O
<br /> 2" 4„ I
<br /> R
<br /> �
<br /> � -� LOCAL BUS STOP
<br /> � 2 — #3 CURB U
<br /> GROUT HOLE FULL cv � 3�-3" 3'-3" �
<br /> 6 ��2n HOLE FOR 1/2" STD. PIPE i n � -
<br /> OR 3/4 DIA. REINF ROD 6 1/ N � $� „ MIN. MIN. o BUS PULLOUT STRIPING
<br /> �
<br /> (OPTIONAL 1"x3" HOLE) �-t--� 3/8 TOOLED �E �
<br /> � z CLEARANCE �M��'� EDGE (TYP.) NOT TO SCALE
<br /> �
<br /> r- �
<br /> `� 1 SECTION
<br /> DRAINAGE DRAINAGE � � N 16-120692 LDA O
<br /> F � � OPENING � � OPENING � n v = w ��,d'<�� ����`�i�'��:�
<br /> � � -p 1 -6 1 -0 1 -6 -0 3/8" TOOLED o � ' ` U
<br /> ,� s�-o� EDGE (TYP.� � ► � � � .� Snohom�sh Count Plann►n &
<br /> � » � � �=��::�- � � � � Y 9►
<br /> i 1/2 STD. PIPE OR 3/4 REINF ROD SHALL BE °{ �x4��a��.�.vaeEs i ffit'T� `�'�� � Development Services Z
<br /> "' � PIACED PRIOR TO SURFACING OR IN A NOLE _
<br /> DRILLED IN THE FINISHED SURFACE WITH A CURB ' -n��;��E eRosd�" � ^ APPROVED FOR CONSTRUCTION O
<br /> o TIGHT FIT OBTAINED BY AN APPROVED METHOD, ���'���T��� �
<br /> � ELEVATION OR DRIVEN INTO THE SURFACING VEHICLE ' �aa^reR r---",---�----- ; By: �
<br /> �; WHEEL PATH N �„ v _ v >� p� � s = �
<br /> � R` 'j ' p`t ", � �`� R/W Permit No.
<br /> � � y SGY��'rA �F?dY � .. vL�6=i2 *
<br /> r ,, Ta 5 . �
<br /> z � ��- � 3; ��� Date. �
<br /> �-� PRECAST CEMENT CONCRETE WHEEL �TOP BUS ONLY STRIPING ���� �:���� �=„f�=; -`�`��`�
<br /> 0 T _ I �`E ,u� r �,�c:aun Heis
<br /> � NOT TO SCA�E '�. � �,''-� .� ____ __ �. �. I
<br /> NOT TO SCALE �
<br /> �, �tJ� W
<br /> � � 2"� STD. STEEL PIPE B � Z
<br /> �i
<br /> � � J
<br /> � � a SEE DETAIL B � 2"�b STD. STEEL PIPE 1 1 4» 5 1/2� �
<br /> � �
<br /> 3' TO 4' 3' TO 4' SEE DETAIL A d. � TYP �
<br /> � VARIES VARIES � 2"s� STD. POST (TYP) _ _ „�
<br /> 3 � ° ° ° ° ° 2"� STD. STEEL PIPE (TOP RAIL} A A N � � RAIL POST 0� W �
<br /> % � � � � I 1 1/2"b STD. STEEL PIPE {TYP) GRIPPING HANDRAIL � 3/16 PLATE THICKNESS � � _1
<br /> � � � ao GRIPPING HANDRAIL `�'
<br /> ♦ � � � a
<br /> z M �� 3/4"� STD. STEEL PIPE � �
<br /> o fi � �� � �2» B NOTES: , 0
<br /> o C #4 BARS C c� �r. � DETAIL A DETAIL B 1• A307, 1/2 BOLTS MIN. 2 1/2 INCH. �
<br /> � � � 1' O.C. � "� _ CONCRETE EMBEDMENT MIN. �
<br /> U � N o „ " 2. PLATE MATERIAL MIN. A36 � >
<br /> �� � � GRIPPING RAIL . , , �� �.. r' '., � p 2 � STD. STEEL 4' BASE PLATE V �
<br /> Q � � ' � �� � � 2 � STD. STEEL PIPE PIPE POST U
<br /> Y � � (BOTH SIDES) � ��, ; � � . ( � GRIPPING
<br /> ' • y � 1 1/2"0 STD. STEEL PIPE HANDRAIL ! �
<br /> -!-_ � .
<br /> �.�`'���,' ��e��/�,�'..,ti e .. °°
<br /> � 4" CRUSHED �''���°/;' � .� �. •� n, NOTES:
<br /> � SURFACE TOP ��;� � �� �� . �' 1. CONCRETE: CEMENT CONCREfE CLASS 4000, TROWEL
<br /> � � o 0 0 � a COURSE � ��2„ ��., �` � • .. �';�,. . , ,� _ FINISH.
<br /> `� 2. ALL STEPS; SAME DIMENSIONS, WITHIN 3/8 IN. MAX.
<br /> .� .
<br /> , ��, %,; , . .. : .,� ; .. ` �- \ R�4 �- 3/4"� STD. DIFFERENCE.
<br /> + � �� 4 MIN. �� ��,��� � STEEL PIPE
<br /> E i 4ND1'NG ��' � LANDING ' #4 BARS 4" MIN. `ti ,'�� \ � » 3. RISERS: 7 1/2 IN. MAX., 5 IN. MIN. HanmiGlobai Partner
<br /> f \ R=4 4. TREADS: 12 IN. MAX., 11 IN. MIN., WITH TRANSVERSE 0.01 11241 �'illows Road NE
<br /> Q P LAN ,` %��`; ,/i;,,% /�.�/e,>� � Suite 200
<br /> Lf') � n � �. r 1. SLOPE.
<br /> N #4 BARS �1 -7 O.G. SAME GRIPPING HANDRAIL 1 � STD. �
<br /> AS STAIR STEEL PIPE {1.315") ASTM A53 5. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF Redmond, �Yashington 98052
<br /> ' C4NCRETE STEPS SECTION C--� ASTM A-615, GRADE 60. Phone: (425) 822-4446
<br /> � TREAD SECTION A'-l� SECTION B-B FAX: (425) 827-9577
<br /> owww.otak.com
<br /> � CONCRETE STEPS GRIPPING HANDRAIL 32130T
<br /> N
<br /> ,, NOT TO SCA�E Project No.
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<br /> �
<br /> �
<br /> � Drawing No•
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