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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.
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<br /> CiJRVE 0 � . .
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<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
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<br /> � � . W� �.W. '� 2ND STA 21 +92, 20.0' RT ~p � _
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<br /> % BEF'ORE YOU DIG �rav-�- --SCALE IN �FE°�r NOTE: �----�
<br /> o IF "L" DOES NCi`� MEASURE 1 "
<br /> a 1�8��-424���'�� 20 0 20 4o ADJUST SCALES ACCORpiNGLY.
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<br /> - PROJECT ENGINEER: SCALE: � � � -r- o � � V� R E T T
<br /> � � � • ��pA as H. 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�✓�'
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