|
Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN 00 PP QQ RR
<br /> LE�END:
<br /> ° ° � � CONCRETE PAVEMENT 10 INCHES THICK. D
<br /> � ` � SEE PH03 FOR 3-DAY MIX AREAS TS02
<br /> � a. .
<br /> ti Q . . �
<br /> � I � CONCRETE PAVEMENT 8 INCHES THICK. E
<br /> � p TS02
<br /> M � �
<br /> � �
<br /> � ASPHALT PAVEMENT
<br /> � �
<br /> N . . . . . .
<br /> � �' I + v v � � LANDSCAPE RESTORATION
<br /> � . . . . .
<br /> . . � � .
<br /> Q �
<br /> . . . . . .
<br /> �
<br /> � MAINTENANCE BUILDING
<br /> (` � CONSTRUCTION/CONTRACTION JOINT WITH DOWEL BARS
<br /> �
<br /> a PER WSDOT STD PLAN A-40.10.
<br /> � � PORTLAND CEMENT CONCRETE CURB, SEE DETAIL 4,
<br /> � � ,�, � �
<br /> � .. � SHEET PVD05.
<br /> 12�I �F R �o 0
<br /> � � � ��6 CONSTRUCTION/CONTRACTION JOINT W/ #5 TIE BARS
<br /> ; c � �
<br /> � � � Q" � �' p C� 16" OC. STARTING 15" FROM LATERAL JOINT.
<br /> � �r � Q
<br /> Cfl -
<br /> � i 0
<br /> � � �o}S � � � R REINFORCED CONCRETE PANELS, USE #4 � 16" OC,
<br /> � 00 � �-_ � Z EACH WAY.
<br /> � � �� c•� o � z � O � MONITORING WELL.
<br /> i— c�`'n v � W
<br /> w •� �_._---�-- � �. • • � � � �� � i Q � � � 0
<br /> W
<br /> o = ti --� �. � a a a� ! � ; -_ _ ���--�. - � �.,.,:.�--' _ � C0 N STR U CTIO N N OTES:
<br /> � � —s�� a�a .I� � �, � s�- — s� � s��-�-..__ r..�-� w �, �,
<br /> , D � 'SD SD SD S �� � > '�` � SD SD��;,,.�SD �- �"" � S12"OVAL Q
<br /> � C� � � o� � � D �-�, �_�---�. - w W _ � = O9 RECONSTRUCT CHAIN LINK END POSTS AND MAN GATE AND ADJACENT
<br /> Y W � � oa � • --�- �` -�--����
<br /> . .. o ..� . a.. . O i i � .�,. � W = v �
<br /> / ----1------- - � . . ..
<br /> ___________.- �/ _ _____ � '* / � / ,. � � U v U II
<br /> � --- _``__` �.�,..�. .
<br /> i i i - ----
<br /> ~I � i i i .�. . .v . —� �,.''�- , . _✓„�- i---=--- �i��Of1C CUI"O.v--� I-...-� '� �.G.,._I'� .- �� O O O W f
<br /> I J
<br /> � C� ; � ; ; _ _ _ r= -- �/ '�f---�`` � ;r..�--''y�i i i ,•''�� ,�'� \ ; / "`� " " U z � "' ( 10 CONSTRUCT COLUMN FOOTINGS CONC FLOOR AND RECONSTRUCT
<br /> � , i i i /'�`'- .- � ; � '�_� ..--''`i .�-- � i i i ��Ji WI < W W���� �' '
<br /> , ' ' , �°�°'�_ , ' ' ' ��' �`'" ' ' ' ' � ' � __--a--/ � � ¢ yv `� � SALVAGED SHELTERS AND APPURTENANCES. SEE COE STD DWG 904.
<br /> C� �� ; ---��� � �
<br /> � I 3 I� 2 I I�- ��-� _; j --; i�_. � � I ,�._--� '"� ; ; � � '` I I �,v�-^�`. i r� o� � _ �� " " � �
<br /> � i i i ,,.�•"''�'"�i �.o ------i�� � � � 'i � i --"�� � � �� i- �� i / i � � N U � � � r`� n . .
<br /> m ----- +----------+--_------i- ' �-_ "�`--_. i i f' o Q i i i `� rb rri �
<br /> O i____________I I� ___________ � ' i i i y r'� N
<br /> r +______ �_�__ —.-- / I �,r'`� I ,.I I y ! � N N N CJ
<br /> I I '�,____�y____ ________+____ y_______ _ }�____ ' I /�I � I I N _ N N U Q
<br /> U I I I � . 1 ' I �_i___________ I _ __ ___t________'___y"____________ -/`+------- ---� - / O Y . . .
<br /> � r-------- �r
<br /> � � � �---�'---- ._---8(3t�I�Da�Y � °-���s�_ �,-
<br /> � � � i "--- i l�fl � � � � � � � �/ � � I - --i ! � _n �r � o� II N �t c� II �
<br /> I 4 i i i ,,s' '-�----._..; i � ,-----'"" i r i � n i » i i i � �-.��w c o; w
<br /> CON �' i i � i r i — N II II � .- II It r- �
<br /> i
<br /> i i i i _..-
<br /> x �� � � , ,,�- � �---_. � ' _._.�- ; , ,� ---" , 8 & N�RETE � � � � �� �� _ � �J � � �- 5 s= W��
<br /> Cfl P'VD03 �J� ``�- \ � ,,,� ,;,�' � � , �. �� z �� ��
<br /> � i i i i-/J i `"�_�'' __y � i � i i i i i ��' � � � �.�W m O
<br /> � � � � `--�'� ; � � �"GUT� ER _----�-� ;�,�--- ; � TIONS �.--r-'y""�� ; �,r--� � ,�.�- ; �� �� � �
<br /> � � � , � , ,� � �--f� w w w �� w�����m
<br /> I � � ; i i � _..-r-' i Jt i �O'"'i � �i i .%� v �
<br /> S ,n .. � . . a _,.� ... ... . ��J � i � � � I , � �
<br /> � a . . ' ' n /� '.4� i-Q, � . . ° . . :/''� • -`"v-- � � �^. 'J°""" ' a �". ' .� . � _____ __ ____ I .
<br /> � . , a. '. .. ---`"a �
<br /> d d, .... I ,/''�. I �.� �
<br /> �I ' y.. • . e' 'o ' / �'�.,s .� � ry a,� . .. ' ' °. . ' '.v� � � p--''� � 'a . . D. ---"_� � . . """...� �. l. f . . ^ � '
<br /> i � �.4 .'' � .�i �./ . ..� �. °: . � i ,r.�soa d'.dQ. _.Q.. 'Q.,•_�Yr a a✓ ° . a� . .. ' ..� '. :.�---"-- ��. . ' . �D�Y .�..--:�--'- � ' � � � � � . �O/ . � . � . . .
<br /> �P
<br /> 0 � a. � � M.° a �Q 'F�... -'"`�r1� . a � /� �. . �°� �a . ����--:"'"' .a � ; ` .— -!'y /.. `.P� �, - ..��: - �1 a � ���+�� . . . �Zq . i:, I . . . . . .
<br /> .�' _ �
<br /> � I I
<br /> � � a � a 1 _,.�.� D 4 ,
<br /> , �,
<br /> � ._ —� _ �
<br /> . �.%. . i�.. o . �4'=a ..a a .. '. Q: '✓ --_:_....,,,,.----'-'_...� .d : . _ � � � "o""--�� � � U i�' 1 �r t
<br /> � � .. .i �. ' .,,- '. d - o - a� � ���n �C�l .Q'i�
<br /> _ l%"
<br /> — .�
<br /> �
<br /> >G ��. _ _ ___�_^_ ___.. _ �-.is.' _-_ ____ __�. _ _. _ _____ __a_ _ _ __ ___ _ __ _. —_ _ _ _ " _ _ _ _ _ _ _ ___ _ �i _ _ __ _ _ _ _ 1 �
<br /> �,
<br /> ' . ' e ' ��w� j
<br /> . � � JD �. D
<br /> -- _ _ - - _ -�
<br /> : '
<br /> ;.�--- �- - - ---- -- - - --- - - --- — - -- -
<br /> — __._�- . — _ _. _ _,-- -- �...,...._._ __,. _._ -�- r - -_ �. r E�
<br /> J �,,
<br /> � — � � � s � ; ��. s� �- _ - so� �s _ � � ��� ���� � � � , �1� �
<br /> --_,— �, _Q ._.- _ _ _ _ � _,
<br /> M � �= � _. _ - — � ��-' fIa �
<br /> ^ . .. ,r- :-
<br /> —a . _--- �-' _,.�- �
<br /> _----'
<br /> � .� a, �� �d ' . . . :o� 4 a � . � � .• . �,.•-.. e'. , �. da' . . ' .' � " . . . . . . .� - J� - - �� z .
<br /> _.
<br /> a .-a.. .--„,. ...�" . . T _�- �f �Q I Il �� I�'
<br /> f � � � 1; 1 �
<br /> , � �_ F� a.R �, a � . R .. a R �. R a R . � a R, a ° . R � �R � ' j � oI .. � j
<br /> z d �.,,,� � � . . . �o '�a . a .a. . ,a � . a .. Qa� 'L.. .�a . . . �_ � t � ` i I' .
<br /> � : ' . `,_D a :- �I � ; ;
<br /> a ( ;
<br /> � � , .. a' �`�,,.�4y, . 'Q' . � d. Q. ., �„'.'�.�. a.. � . a _ ' . � a . °. . a °�. aCS��,� ' , . � ' ..''�.. . _ ' s''� . . . '. qi . ------ �--- � � �� ��� � � I .
<br /> a 4 4. ,� �D 4 D t
<br /> ' a •ti .
<br /> o �, a a. ��,,,� . a �= ,� , � a •�D\. D. p \ p. . p � `' '��. �' i � � �� `°.� �, r �� /+ ��
<br /> � `/�`' \ a a .�, \ , . . �' a .. .,, a . , `;� . p � _ ,
<br /> � \.A� . °. 'Q" : '. � ' a . .. . . a .' . .� '. ' . . _d� . . ' .d. ' . . w�d�° ..�d ,,���. . . . .�� . . �.\ . . . . . '� > . ' U � s . .
<br /> . . .\ � � � � � �'"-�. . .
<br /> I (` ) d °� :a ... .. a .�`-�..,,`�,�a . ' ' � , . a. �v . , a �.`.�. \,. . . , � .. . . . .. ^. .. .. . . .. �. . . . .. . . . . �'+�� �c
<br /> n
<br /> �l� D. D. t� I
<br /> � `� `�� D a� , a�`\, ' 8� ° � :a a. 0\4\ , �: 4a . 4�GI a . . d �d ' 41 Qa ,�� � qQ� .a e a� � . � �. �,�. , . p p. � �
<br /> .
<br /> - �.,� `w... D. � � � � . D. D � � 4
<br /> � � �
<br /> � � , � ------ ----�
<br /> � i � `'',l � i i i � i tS� � i " i i i i �` i i i
<br /> d �� i ti i i�y i i � i i i i � i �4' i i. � i i � i i ` i i i ' N
<br /> � i �'*.� i i i i '�`., i i i i i � i � i�r--��,�� i i �'' i i i i i N �
<br /> o �/''� i i i i i i i i i \ i i • i i i n i i i � i i i
<br /> i i i "'�„ � i i i i i � i i � i i i � i i � i v-
<br /> `1J i `�,i i � ' �'',� i '`� i i i i i i
<br /> i r.� i _�,i i i., i i i i ''�-- i i i � i i � i �i i i � � i
<br /> I i i i i i i � i
<br /> i i i --- ,� i i i i �"°� i �`�i�.i � i i i i � i�
<br /> 0 `�., i i i �i�,,, � �i ti.� i i i i"�, i ' i ��. ', i �i i C/�i ' .
<br /> — --t---- . ��-----t--------i--�-------r-------- r----------�----------I---------i- ------ - t--------�--`y------i--'-----'—1'------- � ----I--------k----------t---------- -- ----�+--- - --- �
<br /> � .i �°e. i i `! i � i `� i � ' � i i i i i � i i � i ' \
<br /> I � 0 , � i � i i i i � i i�, i i
<br /> X '� ti i i � i i i � � �
<br /> i•' ''`: � i � � �^t"''•a i i S i i i i � � i i �� i
<br /> O i . i i i i i-,,,, i i i i
<br /> / i � �i i � i i i � � I i i ,
<br /> �/�\ � h, I I I I I I � � I I � i � �
<br /> N ( � ) I � I I l� � � i I I I I I I ''t I I � � �
<br /> I I I I I I l
<br /> � ,
<br /> � \i/ i . i i i'..--.., i i ''', i . i i i � i � i : i � � i i �� C� �
<br /> = i � � i i i � i i �^�. ,�i i i i �. � � i -*J ,, � .
<br /> a_ i � i \. i ; `'`, � � �i� i i i i i �i i i i o� � N
<br /> �— --+----- ---------+------,4----�------ —�- -4.- - ---------�----- '-
<br /> \
<br /> a�
<br /> � , ----- ------ -
<br /> --�- - -- ------ -------� ` � �^
<br /> � � , � . � � ---��--------+---------�- �- -,---- ---�------�� ---+ ---�-- ----- ' �-
<br /> � � � � : -�-.---------- --- , - - ,
<br /> . �
<br /> m sEE sHEET Pvc�o GENERAL NOTES:
<br /> 0
<br /> U
<br /> �
<br /> X 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR
<br /> N TO CONSTRUCTION.
<br /> � ,
<br /> � _
<br /> -� _ �
<br /> ' � 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE SUBMITTED ���----�-----��- �J �
<br /> � �
<br /> 0 o FOR REVIEW AND APPROVAL / -�-�` -"� ��--=--�� ,
<br /> � � _ �
<br /> � � I �� _ ��-� �
<br /> ��� 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF FIFTEEN FEET. / ; ' �/� ��������������
<br /> j� i � ���b�'''-�T � ����`�"'�,
<br /> ¢ ° ENGTH TO D H RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT UNLESS "��� ' ' ���������`��h�
<br /> ��
<br /> 4. L WI T , f �� i ��
<br /> � m APPROVED BY ENGINEER. py�_p�`9�-'_-_� Y 10�
<br /> > � :i�l--�= _ r_ �� � I
<br /> � �
<br /> o X 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR ADJUSTMENT TO MEET �� .�- l v . Qg,- E
<br /> �� T H E C A S T I N G A T 9 0 D E G R E E O R N O R M A L T O T H E C A S T I N G. �-�-�,-_ . __ i (
<br /> � N
<br /> � � 6. CONSTRUCT ISOLATION JOINTS WHERE CONCRETE CURBS CATCH BASINS MANHOLES INLETS PV 0 � GOG ��
<br /> � m STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. REINFORCE�ALL t �� ��,-��.,�;---�! ,'"�;.
<br /> '� ISOLATED CONCRETE WITH 2 SETS OF #4 REBAR. SEE WSDOT STD PLAN A-40.15.00. � � `� �'
<br /> �
<br /> � � ,
<br /> �
<br /> O X � � �
<br /> o� 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, 3/4" � ���
<br /> UNLESS OTNERWISE NOTED. INSIDE CORNERS SHALL BE REINFORCED �,� � ���
<br /> PREMOLDED JOINT FILLER, �
<br /> �Q PER WSDOT STD PLAN A-40.15, CONDITION D-F. `` �.. ...�...
<br /> N m ^� � �
<br /> � ��- II
<br /> U
<br /> �
<br /> I
<br /> w PHASE 3 KEY PLAN o ,o zo 40
<br /> o ¢ 1 inch = 20 feet
<br /> -� m
<br /> 0
<br /> U
<br /> �
<br /> I
<br /> � DRAWN BY DESIGNED BY
<br /> m T�c K�H � '. LEI�� �,��.�� MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET
<br /> i � �pF VPASNI� lj� O�"� ' p p �
<br /> N o CHECKED BY APPROVED BY �2���`` � `'�'o,��" �� ���'j�� °��'� � � �� � 7000�7100 HARDESON ROAD, EVERETT, WASHINGTON
<br /> N x LAW RJL � �. � ���.���
<br /> �j �� F CONCRETE PAVING
<br /> � ��3ii� �:
<br /> � � DATE
<br /> � � 3�19/18 ,0 24089 � �. 16015th Avenue,sU�t� 1600 7100 Hardeson Road
<br /> `" � � 3�19�18 KJH LAW RJL CONFORMED SET �o��,s�'G�sT�R���.�,� seatt�e,WA 98101 P LA N
<br /> SroxAL ��' Everett, Washington 98203 55 OF 121
<br /> � � 206.622.5822
<br /> � X N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 � www,kpff.com (425) 348-2312 Fax (425) 438-6141 PHASE �
<br /> ���,��� .
<br />
|