|
6"
<br /> ��8�-K TOP OF CURB f---
<br /> N!ASSEAI
<br /> WCLSEAL OVERLAY LIMITS #3x2'-8" 4 1/3" FACE OF CURB
<br /> 1' 5' VARIES PER PLAN
<br /> PLACE � 28" O.C. - - - - - - - - -
<br /> ROAQWAY REPAIR REBAR BAR STATION PLATFORM AND ROADWAY SECTION NOTES
<br /> 6" 1' VARIES PER PLAN
<br /> ' 1
<br /> �9 9 2' MIN. ,. � �;. �6 � TOP OF CONCRETE ROADWAY 1 6" DEPTH CEMENT CONCREfE STATION PLATFORM.
<br /> :, .,, :, r , ,, , � .�. .��.
<br /> . .. . .,.
<br /> 4 >> �2 ;. , .; .. . . :, . �. �. 10 HEIGHT DOWELED CURB PER DETAIL ON THIS SHEET.
<br /> . . ,.... .. .. . . . ...� ,s i ' s'. ," `. d v. . _ . .
<br /> .v .v } s 'v� • �� ♦ < v ( „
<br /> �� � .....-.. ::.......... ..... . . . . . .. . . . _
<br /> ... .. . .
<br /> .. ......-v., �... . :.:. �::..�: '::',..�•,,:...�:•'.i',-,:'�..,-..; ...,'.:..'..:':�„ a. . �..' .�': ..c' , �. . .'�:
<br /> / O .v s�:��' '�t. :, �,:� s � : '��� �s s .V, ''v ` ' ' � � �
<br /> � � �� ' . �:. : � .- �."• �., :.. ` `. ' ` � 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. Z
<br /> � � ,��r\�/� � � /� r\ — — - . . . ' : �. : 3
<br /> � � . ,i .• � ♦ •��' • '� . '�� �. " ��� •,r.,'..� v, � �� , r �' R O
<br /> � ��/�� � — — - � ��� � � + � ` " ° ' ' ' " ', ` �, � 4 FINISH GRADE NOT TO EXCEED 3H:1 V IN CUT OR FILL AREA, UNLESS NOTED OTHERWISE. w
<br /> . . - :. : .. ,
<br /> 20 ��—�» � i.. :.� :..•' a � � _ . . .., :.�: '.', : �
<br /> 2� � 4' .�... � ;� • r�' �. ;. i�. C. .� � p
<br /> T � � 5 6 COMPACTED DEPTH CRUSHED SURFACING BASE COURSE.
<br /> � o
<br /> � ,
<br /> I �� a
<br /> 16 8 �� 6 4" DEPTH CEMENT CONCRETE RAMP. � Q
<br /> 5 CONCRETE R4ADWAY 7 CEMENT CONCRETE VERTICAL CURB OR WALL PER PIAN. m
<br /> PERVI�US C4NCRETE SIDEWALK IO� CURB DETAIL S SAWCUT 24" MIN. FROM EDGE OF PAVEMENT, UNLESS OTHERWISE SHOWN ON PLAN.
<br /> w
<br /> ¢
<br /> NOT TO SCALE 9 CURB AND GUTTER DETAIL ON THIS SHEET. a
<br /> 16. NOT TO SCALE
<br /> BUS PLATFORM �p W4.OxW4.0 - 6X6 � MIDHEIGHT OF SLAB. �
<br /> WIDTH ROADWAY REPAIR � � 2" COMPACTED DEPTH HMA, CLASS Y2", PG 70-22.
<br /> 8" 14'-l0" y VARIES PER PLAN A . ,� '
<br /> g VARIES PER PIAN �'
<br /> 11" MIN. 2' MIN. 12 AR 4000 JOINT SEALER.
<br /> a�` � `�
<br /> 18 � �� ���� � ,
<br /> 13 1/4 INCH PREMOLDED JOINT FILLER ON RAMP SIDE OF PLATFORM (OUTSIDE OF PLATFORM) #� ,.�
<br /> �4 11" COMPACTED DEPTH HMA, CLASS Y", PG 70-22. ��s � �
<br /> � ��18T�$� .�
<br /> 7 �5 11" CEMENT CONCRETE ROADWAY PAVEMENT. `jc�Ai, �`�
<br /> ��24/�`
<br /> �� �� �6 9" COMPACTED DEPTH HMA, CLASS Y2", PG 70-22.
<br /> 2
<br /> 4 �-�� �4 8 12 �7 DETECTABLE WARNING PAVER STRIP, SEE A1.01 FOR DETAILS.
<br /> �
<br /> X
<br /> X
<br /> � X
<br /> X
<br /> RAILING WHERE SHOWN SEE A-SERI F R A1 .
<br /> � X X �g , ES 0 DET LS
<br /> � ���
<br /> .. . . . . ..._ .. . � .. ....s...,,
<br /> �. .:..... ... . ...
<br /> ....,...: . .. . : .�.:.. ,........ . .
<br /> . . .. ...... ........y.. .: ... .�:::...::.,.�::,>:_..,. �:.:: .: .,.;
<br /> �,� �* '�� � � � � � � � � ' 19 4" PERVIOUS CONCREtE SIDEWALK.
<br /> 'v 'a� �• , . ♦ •r w .�.' • . v — — —
<br /> '.►' �\ '\ 9 ► . . ►' ',�k \.., �\. ..►,v \ ' \' ►� , \
<br /> , .� , ' � ` �.,. ;a . � ; ..�. � . . .9 s s.; �
<br /> � � � � 20 6" PERMEABLE BALLAST BASE COURSE. � �� �r�x �,� °�``�;."��^����.��
<br /> . . . . `�__.
<br /> 1 3 y
<br /> �
<br /> 21 SUBGRADE COMPACTED TO 90% OF MAXIMUM DENSITY PER ASTM D-1557. ,�,���� -//-/ �' .�'� , � �
<br /> �5 _ �,*'":: :"�CEti DdATE �'..'^�" &°a'���
<br /> 5 �_ - O
<br /> STATION PLATFORM AND CONCRETE R�ADW�Y SECTION ' �� ;r- E�4�;�:� p������,,���� �'
<br /> _. DFr,���.=n���,��__�
<br /> ' U
<br /> NOT TO SCALE !�`�T�h �
<br /> SPOT ELEVATION A P���s� �. .�� PER;��s � �
<br /> { - .�r.:d L3 F� +^vrl 70 5�"' 'C';� � �
<br /> AS SHOWN ON PLAN s� .._•� s��t�T�'s'�;,"� �' F R Tu��� t
<br /> OVERLAY LIMITS -
<br /> VARIES PER PLAN ��� .. �_��1�����UNLEs5
<br /> TRi'�i' C. t h t f "S '�S AFd'J
<br /> � :i�.4T f ��C::teS4`iY�si.TYON HAS
<br /> ROADWAY REPAIR SPOT ELEVATION
<br /> 6" 1' VARIES PER PIAN `�-���'�� - -- (E �- � �
<br /> 2' MIN. AS SHOWN ON PLAN
<br /> PLATFORM RAMP Q
<br /> VARIES PER PIAN �
<br /> 6H FACE OF CURB
<br /> � �
<br /> 9 MATCH EXISTING O
<br /> 0 11 �2 SIDEWALK WIDTH � 5 TO 2n ON PLANS AS SHOWN �
<br /> I 13 4 1�3 �
<br /> U �� Q
<br /> a - - - � . �
<br /> 7 � a � � MATCH ROADWAY SLOPE �
<br /> 0 6 � TOP OF ROADWAY �
<br /> � 16 8 12 � = a--i
<br /> � o—
<br /> 3 5 ,, v� W
<br /> � � � � � Z
<br /> � ASPHALT PAVEMENT REPAIR AND �VERLAY SEGTICJN � � -�
<br /> � NOT TO SGALE � � Z
<br /> � VARIES PER PLAN � , � W
<br /> � 4� MIN. �5 6 9 2 � �
<br /> Q 2, 1 SPOT ELEVATION = (�
<br /> � AS SHOWN ON PLAN � _1
<br /> � '��,s a' �•'�;:. :. .;� � 2 SPOT ELEVATION � �
<br /> � . : '� : : . . :. .. ... :. .. . � P�N �URB AND GUTTER DETAIL �
<br /> N - � AS SHOWN ON PLAN W
<br /> � ���¢ 5� .� • '♦ ,f' . . �� . �
<br /> � TOP OF CURB TO TO E UAL TOP NOT TO SCALE •"� �
<br /> � OF PLATFORM OR TQP OF RAMP � ~
<br /> � Q � �I
<br /> i
<br /> � 14 5 V �
<br /> ° SPOT ELEVATION PLATFORM RAMP C� �
<br /> % ASPHALT TRANSITION SECTION AS SHOWN ON PLAN VARIES PER PLAN
<br /> Y
<br /> NOT TO SCALE �s-12069. LDA . . �
<br /> � 4" COMPACTED DEPTH HMA, CLASS J�" TOP OF PLATFORM �3 Snohomrsh County P/ann►ng &
<br /> •` PG 64-22 OR PG 70-22 SPOT ELEVATION .
<br /> � AS SHOWN ON PLAN Development Services
<br /> APPROVED FOR CONSTRUCTION
<br /> O O O O O O HanmiGlobal Partner
<br /> � ..s� �,�. �j.,.: B
<br /> Q- .t..'•t� '•',.� ��:
<br /> •�3.,
<br /> �4!
<br /> `r.
<br /> Y�
<br /> 11241 Willows Ro
<br /> �n ad NE
<br /> N R/W Permit No. su�te zoo
<br /> � 6" COMPACTED DEPTH CRUSHED SECTION Redmond, Aashington 98052
<br /> � SURFACING BASE COURSE 3 1 Date: Phone: (425) 822-4446
<br /> 0 6 3 8 FAX: (425) 827-9577
<br /> " PARKING LOT ASPHALT REPAIR QETAIL TYPICAL STATION PLATF�RM RAMP www.otak.com
<br /> N 32130T
<br /> a NOT TO SCALE NOT TO SCALE Project No.
<br /> �
<br /> � •
<br /> �
<br /> o Drawing No.
<br /> �
<br />
|