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CURVE 0 �� �, ! 8 T. � � 1 V o � e ��e �V e 1�0 <br /> P�INT STATION OFFSET EOP ELEV CURVE DATA , ' ' LEGEN D: <br /> PC 2ND 22+04.22 )2.00' LT 20.94 DELTA: 25' 12' 32" � <br /> 1/4 2ND 22+08.83 12.25' LT 20.99 TANGENT: 9.39' HMA (HOT MIXED ASPHALT) <br /> 1/2 2ND 22+13.39 13.01' LT 21.05 RADIUS: 42.00' ' <br /> 3/4 2ND 22+17.83 14.27' LT 21.11 LENGTH: 18.48' °� � � ° � <br /> PRC 2ND 22+22.11 16.00' LT 21.18 .: . a;�a . CEMENT CONCRETE SIDEWALK , <br /> CURVE P LANDSCAPE STRIP, SEE IANDSCAPE PLANS <br /> POINT STATION OFFSET EOP ELEV CURVE DATA �� <br /> PRC 2ND 22+22.11 16.00' LT 21.18 DELTA: 50' 25' 03" �� <br /> 1/4 2ND 22+30.83 18.99' LT 21.28 TANGENT: 19.77' 'S`�j "�'�,:� CEMENT CONCREfE PAVEMENT. SEE DETAILS <br /> �/�. ����������'�`�����°' 1 & 2 ON SHEET C2.5 <br /> 1/2 2ND 22+40.00 20.00' LT 21.31 RADIUS: 42.00' 2ND STA 23+85.19 35.56' LT �, � <br /> 3/4 2ND 22+49.17 18.99' LT 21.28 LENGTH: 36.96' BOW AP . ° � �`.9 0 0 0 0 0 <br /> PRC 2ND 22+57.$9 16.00' LT 21.18 . ' � � � � �R. o � 0 0 o GRAVEL <br /> a �� ' a • C XO <br /> ' • D ' <br /> CURVE Q o. �� a � . �v � a � � 4'x6' TREE PIT OR PLANTING STRIP WITH <br /> POtNT STATION OFFSET EOP ELEV CURVE DATA . a. . , , . ��, / S, TREE PER LANDSCAPE PLANS <br /> D. <br /> PRC 2ND 22+57.89 16.00' LT 21.18 DELTA: 25' 12' 32" , � . � ° ��2� ` �F <br /> 1/4 2ND 22+62.17 14.27' LT 21.11 TANGENT: 9.39' BOW AP 23+62.29 23.49 LT v �� �� / � Q �S',5,� WALL, SEE STRUCTURAL SHEETS S0.1 TO S3.1 <br /> 1/2 2ND 22+66.61 13.01' LT 21.05 RADIUS: 42.00' .° � / 1�� � Q �. ��' <br /> 3 4 2 N D 2 2+7 1.1 7 1 2.2 5' L T 2 0.9 9 L E N G T H: 1 8.4 8' � 9 � � �� � . ° . � TRENCH DRAIN, SEE STORM DRAINAGE PLANS <br /> � , . �a . � ��o , . . `s,� <br /> PT 2ND 22+75.78 12.00 LT 20.94 � . . <br /> ° BOLLARD LOCATION, BOLLARD DETAILS <br /> 2ND STA 23+60.16 35.� 6' LT �.� � � a � � � �°� � 4 PER LANDSCAPE PLANS <br /> CURVE R Bow aP . .� : � o� � / � : . . � . . . . <br /> POlNT STATION OFFSET EOP ELEV CURVE DATA ..o �. . � � ' ' .a d'� �� XX TREE PIT ID, SEE TREE PIT LOCATION TABLE <br /> PC 2N[3 22+04.22 12.00' RT 20.94 DELTA: 25' 12� 32" . � � � � . ° ON SHEET C5.11 . <br /> � �� 129 , " a . � � . <br /> 1�4 2ND 22+08.83 12.25' RT 20.99 TANGENT: 9.39' 2ND STA 23+40, 12.0' LT '° '.. '��'r� �� � . � , �"-' EDGE 0. PAVEMENT <br /> � � � � � `��" 128 � �Q° : <br /> 1/2 2ND 22+13.39 13.01, RT 21.05 RADIUS: 42.00� � . .: �---� .�� � . � a , CC�NSTRUC7�ON NQT�S: <br /> 3/4 2ND 22+17.83 14.27 RT 21.11 LENGTH: 18.48 2ND STA 23+32, 20.0 LT a � : � 2ND STA 23+40, 12.0 RT <br /> PT 2ND 22+22.11 16.00' RT 21.18 � . , � c � W + °° � �1 CEMENT CONCRETE CURB AND GUTT�ER. <br /> CURVE S . . 2No STA 23+32, >,0.0' RT <br /> � � °, Q . �2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETf STANDARD <br /> POINT STATION OFFSET EOP ELEV CURVE DATA °� � � � �° � PLAN 906. <br /> PC 2ND 22+22.11 16.00' RT 21.18 DELTA: 50' 25' 03" . � � �2� t� � 127 ;� . � <br /> . . O CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVERETf STANDARD <br /> 1/4 2ND 22+30.83 18.99' RT 21.28 TANGENT: 19.77' � � �a N Q `� ° 2ND STA 22+75 PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY. <br /> 1/2 2ND 22+40.00 20.OQ' RT 21.31 RADIUS: 42.00' � . Q. � �� <br /> 3/4 2ND 22+49.17 18.99' RT 21.28 LENGTH: 36.96' � o�:o ' � � o: �4 TYPE A CURB RAMP PER CITY OF EVERE7T STANDARD PLAN 310A. (5.0' <br /> PT 2ND 22+57.89 16.00' RT 21.18 � a � . . R A M P W I D T H} <br /> . ..,o `v . <br /> � � � � d d � �5 TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 3108. (5.0' <br /> GURVE T " a ' 1 RAMP WIDTH� <br /> POINT STATION OFFSET EOP ELEV CURVE DATA 2ND STA 22+88, 20.0' LT � �• �. _�. �� 4 2ND STA 22+88, 20.0' RT <br /> PRC 2ND 22+57.89 16.�0' RT 21.18 DELTA: 25' 12� 32" � ° � �� � . '. � ��� �6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTfER. <br /> 1/4 2ND 22+62.17 14.27' RT 21.11 TANGENT: 9.39' 2ND STA 22+80, 12.0' LT ���° . � � .:'.:�`�.. :.: :` �=`�. W a � ' <br /> 2ND STA 22+80, 12.0 RT O MOUNTABLE CEMENT CONCRETE TRAFFIC CURB. <br /> 1/2 2ND 22+66.61 13.01' RT 21.05 RADIUS: 42.Q0' � ., o - . � ' ������:. � �� � Q � � <br /> 3/4 2ND 22+71.17 12.25' RT 20.99 LENGTH: 18.48' �� ° � . � �' � a� �� a � CURVE T �8 SURVEY MONUMENT PER CITY OF EVERETf STANDARD PLANS 312 AND 313. <br /> PT 2ND 22+75.78 12.00' RT 20.94 ° .� �: " • e � �9 NOT USED <br /> 2ND STA 22+63 <br /> CURVE Q ��� � . � � � - <br /> �� ` � � 10 CEMENT CONCREfE CURB, TYPE E-1 . <br /> � .�� . . - <br /> CURVE P � CURVE S <br /> a.. ' 16.0' � 16:Q' i � . 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB. <br /> 2ND STA 22+17 � � ` �� � CURVE R 12 SPILL GUTI-ER PER DETAIL 5, SHEET C2.5. <br /> . a . <br /> a . , . <br /> CiJRVE 0 � . . <br /> :. . <br /> � � o �� , � � . nP 2 G�N ERAL N OTES: <br /> ` � � C5.10 <br /> 2ND STA 22+00, 1?_.0' LT . � �� � • . ,---; ° a� � 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. <br /> � . ' 9� ., . .Y., ... � :; ... �.;a °. o .' 2ND STA 22+00, 12.0' RT <br /> � �� �'���"�������`'���'-'����`�''' �` 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 <br /> 2ND STA 21 +92, 20.0' LT . a� - : �� � a <br /> ... . . . .. � . . ,._ . <br /> . .. _ .: <br /> . c . W . . � . . . <br /> � � . W� �.W. '� 2ND STA 21 +92, 20.0' RT ~p � _ <br /> ' 9 4 � I . <br /> -+- - - .. ��� � ��-,��i������J'�,� ��l� !„'������� i��j Q �, , � i-� <br /> . . . d d � � I i; � . �-� _..,lj <br /> .. ... ... ,m,_� a _. -' �i � i �'- -�- ,� <br /> EDGE OF F'AVEMENT . � _ y` N `4. �.Q . ?� �=f� - � ._ . . _ �,I{( � y� � i i�.. � � ,Ii�l¢ <br /> ... . <br /> ; ' I . �` � �f .s.. . . .__ . v i � i!� q '�` "€ <br /> N ... 'r �I3 I � �W� � �� � I9 <br /> ui, y[ 7 l <br /> � �`�� �,�� ;�� `�,�-,. � i �C°� �l�€j <br /> � <] 'a � , f � �� 1 � � <br /> V • f�� � � ii '� � ir�T � s 6 3 �4 - <br /> • . 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KUYPER AS NOTED DWG. N0. <br /> Q 1 1 1 1 4�° � � . � <br /> � �� � �� o DESIGNED BY: oATE: NORTH MARINA REDEVELOPMENT ��P No. <br /> � 728134th Street Sw � Suite 200 � �� � R. AWAD AUGUST 4, 200� INFRASTRUCTURE PHASE 1 3-0-003--og <br /> Q 42262 w� DRAWN BY: CHECKED BY: <br /> " �'��'�crsTE���'��w D. OLSEN M. CREEDEN PROJECT <br /> � P.o. BOX 538 Everett, Washington 98204 ssI�NAL E��' - R OA C�WAY PAV I [�I G P LA N No. PD-NM-2�05-06 <br /> � EVEREfT, WA 98206 0� 8/4/06 PERMIT APPROVAL/CONSTRUCTION � <br /> Ph. 425 741-38Q0 � APPROVED BY: <br /> Q (425) 259-3164 EXPIRES 01/02/ � <br /> JOB No. 21-04-015 N0. DATE BY R�/lSlON N0. DATE BY R�/ISION SHEET N0. �j-4- OF l�✓�' <br />