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.... . .._. ._.. . . _ .. , . ,i. <br /> �S'.�' �°0 7 S I'o �' � No .P . �L�o T�o 1�I o LEGEN�: <br /> , 9 , <br /> HMA (HOT MIXED ASPHALT) <br /> . i', 4 ,' . . <br /> ........ ......, ,._.. ,.. ., � , a <br /> . . . 4:�Q . CEMENT CONCRETE SIDEWALK <br /> i ' <br /> ' ' LANDSCAPE STRIP, SEE LANDSCAPE PLANS <br /> � <br /> t <br /> ; � CEMENT CONCRETE PAVEMENT. SEE DETAILS <br /> ' ��''' 1 & 2 ON SHEET C2.5 <br /> , � <br /> � <br /> . 13TH STA 92+59, 1 $.50' LT o 0 0 0 0 <br /> . ' AP, BEGIN BUS PULL�OUT '�� `� o O � O � GRAVEL <br /> E i <br /> � � � � � � 4'x6' TREE PIT OR PLANTiNG STRIP 'WITH <br /> 4 p ' <br /> � � � i TREE PER LANDSCAPE PLANS <br /> 10 :�._ ... m,.,._ .C5.1.0 �. _. _. .�_. ..,� .._� m.. .�.` ` �, _�_ ..� .._n . .e. �� � ; <br /> �ri - <br /> � a � d � Q , . a `Q . a V WALL, SEE STRUCTURAL SHEETS S0.1 TO S3.1 <br /> . . . � � . . . .° � � o . a . aa . � a� . . . . � i <br /> . . . . . � � � � . . ..Q . .aa . a �a , . . w <br /> W TRENCH DRAIN, SEE STORM DRAINAGE PLANS <br /> •� . . . . Q .���. .4. .y. .:.�.� .:. .�.�. . . .�. .�.� `. . . � . . . � + <br /> ��` � - - � � � • y - � BOLLARD LOCATION, BOLLARD DETAILS <br /> �.` � � W PER LANDSCAPE PLANS <br /> ��� ���:����-�::�- : ,`� : = � XX TREE PIT ID, SEE TREE PIT LOCATION TAB�E <br /> .: . :. <br /> ... . <br /> � � � ON SHEET C5.1 1 . <br /> �� � .- '" N 88°OQ'1 1 " W <br /> � � ; . . - .� - _ . _ _ � <br /> � . + � �� ° - . - - - - - _ °O CONSTRUCTION N(�TES. <br /> � ���` : . : � - � r� � <br /> ��, . .�. --� -�- <br /> . . . . <br /> . . . � � <br /> . . . . . .y <br /> c, ..._:. . � � .�:: � � . <br /> � � �1 CEMENT CONCRETE CURB AND GUTTER. <br /> '` ,: .: :' � � . <br /> �P ...,;:.4.°�;�;;��:�:�:.::,;:�.:_:::_::::�::�.,�.':;:..:::=. � �- . ;�; ' <br /> ' � � >�����.:���:�-°:��.;''��: :'���� �2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETI- STANDARD <br /> r �, ' . a � . . 54 5� a6 � PLAN 906. . <br /> .i . y" '« �,� -.,.q � �. . �� �. . . ' . . . . . V/ . <br /> .� � 'cs�� � � � . . � a . a a.. a� w � CEMENT CONCRETE DRIVEWAY TYPE 3 PER CIlY OF EVERETT STANDARD <br /> .Q - .�a` � �. � � . Q . � � � � . � ' 4 � � :a .. a.a a. � PLAN 309. PRQVIQE #4 REBAR 12" OC, EACH WAY. <br /> . � � . � _ <br /> . � W 1 � �4 TYPE A CURB RAMP PER CITY OF EVERETi' STANDARD PI�,N 310A. (5.0' <br /> 5•.+ � : �4 � , �' a. :.. 6 10 Q RAMP WIDTH) <br /> � S <br /> ��°� ' • 1�•2� � � 11 4 � � 5 TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 310B. 5.Q' <br /> - � � <br /> � �° C5.10 C5.10 � RAMP WIDTH <br /> 13TH STA 92+�0, 7.5 RT � <br /> ' • ' 10 1 ST STA 12+00, CL $ AP <br /> ., aW �6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTfER. <br /> d c• Q <br /> �J ,��a� � � '_..<�-�,:�:-:�-�` �� .� �7 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB. <br /> c5.�o . ,:. .� �. a . 5 <br /> � � C5.10 �8 SURVEY MONUMENT PER CITY OF EVERETT STANDARD PLANS 312 AND 313. <br /> . � .'�. w � � NOT USED <br /> •� Q r �. <br /> �...a . � W ` .°'�- : a � � 10 CEMENT CONCRETE CURB, TYPE E-1 . <br /> a � C5.10 <br /> 59 .• a. � W - - � � °. 6� 11 ROUNDABOUT TRUCK APRON INNER CEMENT C�ONCRETE CURB. <br /> � . � , Q �� � <br /> . d � . . _ <br /> � �.-- �F. z ° . . 12 SPILL GUTfER PER DEC-AIL 5, SHEET C2.5. . ; <br /> Q • ' � a' . a <br /> . . � � <br /> . d <br /> � ° �� � �a�Rl EF�AL N OT�S. <br /> . � � 1Q <br /> � a . <br /> � 4 � 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. <br /> 57 � r�y 58 <br /> � � .a a � 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 <br /> MATCHLINE STA 1 1 +00 - SEE SHEET C5.7 <br /> �'�,, � �� '�.� ��. �'"�`� �� E l'��` `-_,� ` � - w <br /> -•� '��F �� . ��. ''� . �� �I F I � F. O k � "...�.� {1 f���.. <br /> ._�{ ,�m w� �,.m s3'f',,,p ... __ "'� _ `�fl��.............� I '� R � �'�f�':. <br /> t f� �,� �� p <br /> k �'°-• -."' -. _ ![ � �� ��--�4 � �i � <br /> It.�- ��. ��3 € �.� '3 r�T��' �I f� <br /> 1 y . 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(� LU l4a'�.t@.�yg, =�F. � ,��i1� � 1� � . <br /> 6� : '�t�i S'^ r . <br /> y <br /> � �;�i��� , ,c�G" �_ <br /> �� � � t, �- � ��: � ' ` ` �° � � � NOT TO SCALE a� ����� � �_ ;�� ;, <br /> % CALL 48 HOURS � � � � ' �� ' � <br /> � , _ ,� <br /> _._ _r�.._ w�� �,__ � � �t��i; <br /> � l m..._... -- ��« <br /> � SCA�E IN F�EET �`-�° fi �;` �,L>, <br /> � BEFORE YDU DIC�Ti NOTE: �---�I <br /> � <br /> � . <br /> 0 <br /> o � � � 20 � 0 2a 4o iF "L" DOES NOT MEASURE 1 " <br /> N 1 8OO 424 5�5� ADJUST SCALES ACCORDINGLY. <br /> i <br /> � <br /> N <br /> / <br /> _ PROJECT ENGWEER: SCALE: � � � -� � � E V E � E T T <br /> � � • • ��A A s j H. KUYPER AS NOTED DWG. N0. <br /> � t ' ' � 4�O NI DESIGNED BY: DATE: C � , T <br /> � Q� � � R. . GUST 4 2006 N O R T H M A R I N A R E D E V E L Q P M E N T CIP N0. <br /> � � ��� � A W A D A u > I N�'R�S T R U C T U R E P H A S E 1 3-o-cJ�3-0 9 <br /> o �28 134th Street SW Su�te 200 42262 Q� w� QRAWN BY: CHECKED BY: <br /> � Everett. Washin ton 98204 °�s�o1STE�����w D. OLSEN M. CREEDEN RC�ADWAY PAVI N G P LAN No�ECT PD-NM-2Q05-06 <br /> ,�; P.O. BOX 538 � Na�. <br /> � EVERETT, WA 98206 0� 8/4/Q6 PERMiT APPROVAL/CONSTRUCTION aPPRovEo BY: <br /> Ph: 425 741-3800 EXP►REs o� 02 Q ' <br /> °' (425) 259-3164 SHEET N0. OF /83 <br /> a JOB NO. 21-04-015 N0. DATE BY REVISION NQ. DATE BY REVISION 3g <br />