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O � .� 2ND STA 27+56, CL 8 �� �o � � �. � (a ]� To � . ��e �V e 1�0
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<br /> � �-__ _ EDGE OF CONCRETE PAVEMENT �� �,� i! ,€ ;r ;;�-�!; , €,;^,-� �lL_
<br /> 2ND STA 27+56, 36' LT `� ? ,� -�-----`= ��� - --- - �;�--� ' "� ..� � T� ��`� POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA POINT STATION OFFSEI- GL ELEV TOC ELEV CURVE ' DATA
<br /> 8 �.�- -�- `�,, END OF INFRASTRUCTURE PHASE 1 PR�JECT ; , ,� „ � � � F� ����
<br /> -`"' � SEE CRAFTSMAN DISTRICT PROJECT, BY PND ��� l� =�� �^ ��� � �� �� � BOT OF PC 2ND 24+89.77 12.00 RT 20.32 20.53 DELTA: 88' 19 47
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<br /> ` �i� 1� i ' J '�`����r :� '�. � �l�'I 12TH 84��61.00 12.00� RT 20.88 21.38 DELTA: 90° 08' 32" , ,
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<br /> -, ��� � r� �__,,�, � �� �- _�� , �-- �, y � � ���� 1 4 2ND 24+78.91 14.49 RT 20.76 21.80 TANGENT: 29.14
<br /> � �� 2N D STA 27-h�'I 6, 12' RT �-��'--� `��� i � "��'-� ��� � ,"'�� �"� , � �
<br /> � :�� � �� � � � � �� � � � �,• � � � ���'�� �����,� � , _� _ � � �: PC 12TH 84+64.81 12.00 RT 21 .04 21 .32 TANGENT: 30.07 1�2 13TH 85+27.85 20.48' LT 21.05 21.09 RAL�IUS: 30.00'
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<br /> � � �. � �". 2ND STA 27+16, 31 .5 RT �' i } ���F�� 12TN 84+72.0� 12.87 RT 21.33 21 .37 RADIUS: 30.00 3/4 13TH 85+37.48 14.20 LT 21.17 21.21 LENGTH: 46.25
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<br /> , ' '`, .{:� ;: � � "_ ,r -_ �� -o-„ ,�--n�, ; ' �' �; 1/4 12TH 84+76.31 14.29' RT 21.32 21 .36 LENGTN: 47.20' TOP OF 13TH 85+41.00 13.02' LT 21.20 21:24
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<br /> �='�. , ' ' � � �EY ���, �k ,��`�;� �}�;� �_�`����� 3/4 2ND 24+18.42 14.26' LT 21.25 21.29
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<br /> �,� .� �� � ' . . NOT TO SCALE (�� ��5i���� 1 "���) PT 2ND 24+�6.92 12.00' LT 21.05 2�.3� CURVE F
<br /> ,�� ,,,r . , ���,� BOT OF , POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA
<br /> .;;�` U!� ; o � .' �'��_ _�i� 4 i��' . . .8�* , ' +,
<br /> C RAMP 2ND 24+02 00 12 00 LT 20 NO CURB BOT OF
<br /> � �. � 4 ��� .� �� �. �" ����-LL��'��-���' * EDGE OF PAVEMENT ELEVATION, NO CURB 8c GUTI-ER ON 2ND AVENUE SOUTH 2ND 24+02.00 12.0o RT 20.88* NO CURB DELTA: 89' 36 32
<br /> . ., `, O� ; 23 . ' .. OF 12TH STREEf. RAMP
<br /> PC 2ND 24+07.20 12.00' RT 21.05 21�:31 TANGENT: � 29.$Q'
<br /> � � �. � � �. , � � � o CURVE D �
<br /> *� p . . � � . TOP OF 2ND 24+13.00 12,61' RT 21.25* NO CURB RADIUS: 30.00'
<br /> � �,� : ; �� POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA RAMP
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<br /> `. ',�p. ��,,,� BOT OF 12TH 84+61 .OQ 12.00' LT 20.88 21.38 DELTA: 94` 41' 45" 1/4 2ND 24+18.61 14.34' RT 21.25 21.29 LENGTH: 46.92'
<br /> 1� Y� ' ; y . � � , , .G4-� � 2�F � RAM P � � 1/2 13TN 85+27.67 2Q.71' RT 21.25 21.29
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<br /> � . . , . . , , . , �fi� � PC 12TH 84+63.65 12.00 LT 20.91 21.26 TANGENT: 32.57 3�4 13TH 85+37.38 3 4.26' RT 21.44 21.48
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<br /> C2.5 �� � � ' ' ' ' : : ; : ; ; , " ' ' ° ' .°' RAMP 12TH 84+72.00 13.17 LT 21.20 21.24 RADfUS: 30.00 TRAMPF 13TH 85+41.00 13.03' RT 21.50 21 .54
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<br /> °�'20'' � , '' .' • ` ' •� . • ' 'D° .D' • ' : ; ; , " � � 'p : 1�4 12TH 84-l-75.70 14.52' LT 21.16 21.20 LENGTH: 49.58' PT 13TH 85-t-48.81 12.00' RT 21 .25 21.61
<br /> °� � " " 2� v � 1�2 12TH $4+85.72 21.67' LT 21.02 21 .06 BOT OF �
<br /> 2ND STA 27+97.07, • �D. . p D ° �, � , . ,: ' . .
<br /> 98.06 LT � ° 5.:0'� �� � �D �� � � '�'� �p �� � 4 3/4 2ND 24+81.47 14.71' LT 20.93 20.97 RAMP 13TH 85+52.00 12.00 RT 21.16 21.66
<br /> BOW, MATCH EXISTING ' T9'P � � � ,p . ; ` . . .
<br /> EDGE OF ESPLANADE '�� 2 �,��p .o � � � . 0 25 �y;,� � o � D � �:� �� 2ND STA 25+55, 31 .5' RT PT 2NQ 24+94.52 13.00' LT 20.50 20.93 * EDGE OF PAVEMENT ELEVATION, NO CURB & GUTTER ON 2ND AVENUE SOUTH
<br /> � � 9 � ��9, � � , OF 12TH STREET.
<br /> � ' � C5.11 � � � � . . 2ND STl`a. 25+54, 43.5 RT
<br /> . . .. . "o ., ` � 2s � Bow �0ld�STf�UCTt4N NOT�S:
<br /> CURVE G � . � � � `�� 2ND STA 25+55, 13.0' RT
<br /> 2 N D S T A 2 6+9 5 9 8.�7' L T S E E S H E E T ' . � �p� ��. �`�.4,1 �1 CEME�IT CONCRETE CURB AND GUTTER. � ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER.
<br /> BOW, MATCH EXISTING C4.1 � � �9�,. . �� . `,. 2ND STA 25+45, 32.0' RT
<br /> EDGE OF ESPLANADE o 2� . ,__ �2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETT STANDARD �7 MOUNTABLE CEMENT C�NCRETE TRAFFIC CURB.
<br /> � PLl�N 906.
<br /> 2ND STA 26+95, 43.5' LT � , e�' 2ND STA 25+48, 13.0' RT �8 SURVEY MONUMENT PER CITY OF EVERETT STANDARD PLANS 312 AND 313.
<br /> B�W � � � � CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVERETT STANDARD
<br /> 2ND STA 26+62, 31 .5' LT " � �
<br /> � � � �� p � F �t�`� ND STA 25+41 20.0' RT P�+N 309. PROVIDE #4 REBAR 12" OC, EACH WAY. � NOT USED .
<br /> . . � '` � ,
<br /> 2ND STA 26+62, 13.0' LT ��'� � �� " � R �4 TYPE A CURB RAMP PER CIIY OF EVERETi' STANDARD PLAN 310A. (5.0' 10 CEMENT CONCREfE CURB, TYPE E-1 .
<br /> GENERAL NOTES: 12 : � . ° � ` � , �f ��. RAMP WIDTH) 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB.
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<br /> � ,., � �- -~' 2Np STA 24+85 � TYPE B CURB RAMP PER CIIY OF EVERETT STANDARD PLAN 310B. (5.0' �
<br /> 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. 4 � •�� �� - 12 SPILL GUTI"ER PER DETAIL 5, SHEET C2 5 - -
<br /> . . , �. _
<br /> 2ND STA 25+55, 31 .5' LT , . . . : , � . . : , RAMP WIDTH) f ` ��� �� ����������.����� .� �,- ��� �
<br /> 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 �. � � , : : ; ; ; ; y � �Q .D _., _ !�-- _ __ ___ _ � �` � � ° r,� '
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<br /> � , � - � . . � � -- - - 2ND STA 24+98, 20.0 ' RT 13TH STA 88+45.50, 31 .5' LT � " , �yAj��� � � � �
<br /> 2ND STA 25+45.11 , 43.28 LT " � . y �. �f.x Z_.r, ��._- OC� 0 4 2QD6 � ��� �1,���. ,
<br /> LEGEND: Bow � ��� ��' . � � � y y � F ��� ' �� _
<br /> D '� . � p• y y Y g� F 13TH STA 88+26, 12.0' LT k. ),�. �����,���� ��-�E ti���'���� 'f��:�-?
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<br /> 13THE STA 84+72 - ' ' ' ' " " �
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<br /> 12TH STA 84+52 12.0' LT � � .D • : y i y y v o � 12TH STA 85+06.81 BK = � i CURVE 3 ' '� �r� �� �r���
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<br /> CEMENT CONCRETE SIDEWALK 12TH STA 4+44, 20.0 LT C5.10 � � � 3 � y � � ' ' ' � � � � 2ND STA 24+48.99 ; � D '�'� ' ��QX �`„ST�.`�� �"' - �
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<br /> � PER LANDSCAPE PLANS J � � � �
<br /> � U 1 CURVE C oa. . � � .ir� ��D , �2 13TH STA 88+26, 12.0' RT
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<br /> � ON SHEEf C5.11. � � � , . .
<br /> � a o • �, n. 1 3 T H S T A 8 7+1 1
<br /> � 1 2 T H S T A 8 4+4 4, 2�.0' R T 13TH STA 85+59, 12.0' RT 13TH STA 86+85, 12' RT
<br /> o MATCHLINE STA 24+00 - SEE SHEET C5.g 13TH STA 88+43.50, 2�.5' RT
<br /> � CALL 48 HOURS 12TH STA 84+52 1 .0' RT » .�
<br /> � BEFORE YOU DIG ' 2 13TH STA 85+41 NOTE: I-�---#-I
<br /> 0 2ND STA 24+13 � SCA�.t w FEEf IF "L" GOES NOT MEASURE 1 "
<br /> � 1�80{�-424����5 ADJUST SCALES ACCORDINGLY.
<br /> � 20 0 20 40
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<br /> - PROJECT ENGINEER: SCALE � �y � �- � � E V E �t � T T DWG. N0.
<br /> a � • � � � • � 4,���A As H. KUYPER AS NOTED
<br /> M �� C 5 . 2
<br /> � O� Q � o °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT , :
<br /> R. AWAD AUGUST 4, 2�06 ciP No.
<br /> � 728 134th Street SW � Suite 200 y �,��� DRAWN BY: CHECKED BY: INFRASTRUCTURE PH�SE 1 3-0-003-09
<br /> p � 42262 �� ��
<br /> N Everett. Washin tan 98204 �oNAE� ti� D. OLSEN M. CREEDEN A \r . Noo�ECT PD-NM-2005-Q6
<br /> �; P.a. BOX 538 g ��t �� APPROVED BY: R�/'1 ���Y �A 1/ I N � P LA N
<br /> �' EVERErf', wA 98206 Ph: 425 741-3800 � ��4/06 PERMIT APPROVAL/CONSTRUCTION �
<br /> Q (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVlSION EXPIRES 01/02 Q SHEET N0.
<br /> JOB No. 21-04-015 �57 �F jgJ�
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