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i <br /> �� �o � S 1 . � � �a � . � �. o �e 1�a L�(aENC): <br /> , 9 � <br /> � HMA (HOT MIXED ASPHALT) ; <br /> � <br /> . . . � . . . . a � . a � <br /> ,. . a <br /> r,.�:? `',C• •r,:{ _ 'f': '••jQ,~ �' . • d � . <br /> ` �'� CEMENT CONCRETE SIDEWALK <br /> � . :.�':�::•�.:: ;J., . ��...�. a. . � •. ' d. a - <br /> 3RD STA 37+44.31 , 31 .5 LT °�• - �* �r;�; . 3RD STA 37+44.31 , 31 .5 RT <br /> G. �;.i ' ''4:r".. .'r'- ^.• +. , � <br /> . a � �r: =� '� �`�' �:'� ' ° IANDSCAPE STRIP, SEE LANDSCAPE PLANS <br /> ,. <br /> . �t` � , <br /> �. - ..�. ;;: <br /> . 'Q '•,. .� .'>•. :'Y:'' . • . <br /> .4 . . .'. '•;.;;;. ..;c:, , „ <br /> :�•�.�. :��'''~::.��: . � ., �.�°��:��� CEMENT CONCRE(E PAVEMENT. SEE DETAILS <br /> ,, , . . <br /> v .�� `�*� . a �:,.` 1 & 2 0('+I SHEET C2.5 <br /> a � a � :..,: ;�..-:�,�' ' � � , <br /> 3RD STA 36+60, 31 .5' LT � � ��°-�`.��r���'..�:i'-� � . � <br /> :�; :`r:��� d. � a o � o � o GRAVEL <br /> •e a� ;.` �':-F•:�`:�cji;:- � <br /> 12TH STA 81 +13 . � �� ��. ��r`�������,�� � <br /> .-�•�-�`:�• � . 4 <br /> .. .... �. ..: `:.a��: � <br /> ' � �""�����' ''` ����=�=� � � ° ' 4'x6' TREE PIT OR PLANTING STRIP WITH <br /> � ':::;'•�:�::•:,',.'�` ' ° <br /> � TREE PER LANDSCAPE PLANS <br /> �� : 3 ' :��.,�::�;��:-::�y.���r:r� ;� $ . � <br /> 7 � _ ,. ; :..;.:-�..:�...:_ r,. � � 3RD STA 36+60, 31 .5' RT <br /> C5.10 . ' d '� ''��`'�`� '�``'��` °Qd . WALL, SEE STRUCTURAL SHEEfS S0.1 TO S3.1 <br /> .-�.f ��;`" . a <br /> 12TH STA 80+90 LT & RT �° r ��'�-'��" �'���`` � <br /> END CEMENT CONCRETE SIDEWALK � . ��=�'�'�`� �:�'`t'��'� ° 12TH STA 81+50 =� 12TH STA 82+26 12TH STA 83+19, 20.0' LT TRENCH DRAIN, SEE STORM DRAINAGE PLANS <br /> END LANDSCAPE STRIP . . . ����`� �������� '� 3RD STA 36+09.92 L� <br /> a. ��.�`.;���:;?';=T.�;�� : .av. � <br /> ' .�=.�.�":�:�'.;: ,s_ .".��'.`.`.' ' 12TH STA 82+01 , 12.0' LT 12TH STA 83+07.66, 13.0' RT ° BOLLARD LOCATION, BOLLARD DETAILS <br /> �a' :-,�, _ ,� � : � PER LANDSCAPE PLANS <br /> '��.-���� �� K. ���" R=1 .0', CENTER <br /> }',r.:+ '"�'�-:r'.`r' <br /> . � �Q ' .�.`.•. '. .����;:;.�'.°:'` •. . .�.•. � 12TH STA 82+09, 20.0' LT 1 12TH STA 83+27, 12.0' LT XX TREE PIT iD, SEE TREE PIT LOCATION TABLE <br /> � � • `�'� � 12TH STA 83+33 ON SHEEt' C5.11 . <br /> o . . . • Q.' '. . . :.:•'- .•.•; :a� . . .`. � d <br /> 4 . � ' • - - • - - :: �� - - � . '' . 12TH STA 83+45 <br /> • ' �Q � . . a � . e.� .d . . d tl a. � .4 •a ' • . • ' . . . • ' , ,' a°• ' a . a , �. ,� ' . a . d • <br /> '� A <br /> ' . . . . <br /> ` ��. v °'d ''T�'P 3 . a � ..4 . � ' . ,� 4 . . ° 4. ' ° ` ' .a ,. . �: .a , � . . °. , ' . ':d ' . .�Q . .d . .�. ' °�. 6 12TH STA 83-I-52, 12.0' LT CON�TRUCTION NOTES: <br /> .-. . � . . . <br /> . . . . . . �. • . � . <br /> . <br /> r- . Q � �_ ° .. a' .. ; � � � ° °� � � . . : . � - 3+59, 20.0' LT <br /> . . . . . . . <br /> . . <br /> .� <br /> . <br /> . <br /> � . . . . . . . , , <br /> . <br /> � <br /> . �� . 13.0 . '.° '' � q <br /> . . . . . . a . . . <br /> .• :- <br /> .• <br /> . _ . ' <br /> 1 TH STA 8 <br /> � � - �Q� �1 CEMENT CONCRETE CURB AND GUTTER. <br /> W . . . . . � ..... . <br /> . ..._ . <br /> . . <br /> c� ; . .. . . �.:.... .... . ... . �a . � <br /> . � _ � :... <br /> ° 13 14 15 a <br /> . .. . . . • •:._: - .. . <br /> ..:.:....: ,. , . . : . . ... . ..:. <br /> : . .. .. . .•.-.• _. . . . a . �� <br /> a :: ::.�::� :.: .,.�:�::::.��.�,.:.::�.::�..:,.:..:�.:�::,� :.:=:::-._:��-::::�::,.:,:��.::Y: :.�. : . .. ----- - . . - -_ . , . . . - <br /> . . ,.�: ,:...., .... , . :,; , .. . :.. ,, , , . . _ . . �2 BUS SHELTER CONCRET E PAD PER CITY OF EVERETT STANDARD <br /> � �, i .. - � . <br /> ., . . .. <br /> .�� ... 12TN rREEl- . <br /> .: . ... .. .: <br /> . . <br /> ... . . .: :, <br /> , . ... �. .� :,... -.. .. _ <br /> .. ::., <br /> .. . <br /> . ... � .. , . . . . . <br /> , <br /> . <br /> S <br /> .. . . . . .:. PLAN 906 <br /> : .,. . .... ... . . .. . . . .. . � _ '� . . <br /> � ... . ... . .. .. ...._:._�.�...4 ...,:-�� - - . ;,. a <br /> .�..o , ... ; ....:;. ._.::.. ..:.y. .. ... ... : .. s�+ o . . <br /> 81 Q. ::..,.. . . . ... . . .. . . ..��:' ���' Q 83+00 . <br /> , . . .,. , `.: ., r_ 1 . <br /> . :_ <br /> - - -°: - ' � - - - - - - - - . <br /> . <br /> . Y ~-e:at� . . <br /> .,. . , . . . . .. . .'r�';�^+rT� .. . <br /> .;�.. .A . . ) 7l .� . � �� � � � . . . <br /> .. . . ,��. ��i_'..L..a.:'"' .•:� . -: �. '. <br /> � .::��'',:: '.� .. <br /> ' � :. :�.:'.'.���.:��'".. :..��. �f . :" � .:,': : �•�...�• ��...'-^. .:�-,;r.:iJ�-.t.rr:i.�. �. . f. .�� � �� . . . � � "..�:'. . �.. . . ' <br /> .�. <br /> �::�. :� ..: ::.... �. .T'��� '..:s't':'. ..i�...'.:' .:.�,J.�.....:♦ ::•. • J ::,. i . .: �':..:... : . . �.. . .� �.00 � .. . . . . .. <br /> 1 TH STA 0+7 �� .�.: . -.: �:. . .:. - • ::..� � ,�. _ � ' 12 � � 1 E � � • � �, 3 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVEf�ETT ST, ��DARD <br /> 2 8 5 � . � <br /> � :.:, ...;.: �:�<_.�_.:..:..�. �.:�:...r-:�: ..�.�:;;:..�����•..�.;-�:�.:.:=:::�:�.:x,.,.�.: �.: �.. . . <br /> ' . . ; :•_-.:.:.;;,....:.-, .�.:..: �.: ::.. ,. . :...: .;.._ �.:...:,.:_.,..: ....,-:-:. ' ::. .�:;,: .� . . . 4j' „ <br /> END OF PAVEMENT - :... , :.�.: ,. -._�•. .�...:_..,..;,:c�'...:.._..-. ..:.,:. .�..... .: ....... : .... .. :. ;.. :,.... . . PLAN 309. PROVIDE 4 REBAR 12 OC, EACH WAY. <br /> - :�� ,�..;._:;. _ ,.<. •-,:, � a . �.1 � <br /> V� �;' _ .,' � . <br /> .-.::� .... .,,... <br /> . :.. �• .. .�::. <br /> � - „�•.�.�.�...:;: _•:'. •' _ ,\ <br /> � ��:,•... . <br /> .;_... . :•. <br /> . . .. ......:.., . , , : <br /> .. .•'•?.�_ . •• + � / <br /> ,:. ::• � i.�:�: •.:• :. ..co.�' . ,. . <br /> . . _ . _ . .�:: , <br /> _ � $ <br /> ' ,.••,•�.�......�j.��:_. 4:.:A/1: :�..• . . . . . � . . _ . _ �� � ) <br /> ` <br /> - . . . _ a �^i . . . . - . • •C� . . . - _ _ � P .a. � <br /> , . � ., ..; <br /> .:� <br /> .._.. � :;-•::�.. <br /> ��:� �- ��� ������ �� ���� RAMP PER GTY OF EVEREIT STANDARD P N 310A ( 0 <br /> � . . {� . � <c, 4 TYPE A CURB LA . 5. <br /> . . . . - � .. . . <br /> ,,:��.. .,.:_. ::. <br /> . ....; <br /> , . . . . . . . . �. ..::.;. ...;:-:_.. . , ..:. � . � . . . `� � <br /> - . . • • ..c•. V• y' . .a. • � `- <br /> , , • . .._ .•' ;,,, <br /> � . - ., � • . . • -,- - -. S Gj RAMP WIDTH) <br /> � o „4 m � `�.,' • . . �� 9 . . . . , a , .u'�. <br /> . . .5 . . . • 17 C � <br /> . a . . � . . a� 9 <br /> . . . . d <br /> � <br /> P <br /> � <br /> V <br /> . . . �.�::::.•:�._':.: ' Q � . . . . � . . 'v`W . . . <br /> -a . a� . . . . q . . . . . . u' , �t. � <br /> - - - - - . . � . a - -�- - ��% � 'C� o � . . . . >_ . . . . . . ,. �_ . - . . 4 � 5 IYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 3108. (5.0 <br /> 2 TYP ��<�:<�- . �a . . � � <br /> �� Q Q . . . � fr��' _ �.o �, • . : ,+ti� . . , ,� p, � � o � �a . , �o� .� . .� �� �'Q i RAMP WIDTH) <br /> C5.10 . � . � <br /> a � � ° a � p <br /> � a . � . v <br /> �� . . � 'a ' �� � 4 ' ' ' � �� � � � � � � � . � � .o Q �$ � ' � � ' 0.. � � R D p . � � 33 X� 6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUl-fER. <br /> ' , , . � "� � '� �7. . �"° � � <br /> 7 CURVE A � °� .'. � � '�'' -.-.' ~2 • � � � � � � � � , � �. .� � . Q.� �7 MOUNTABLE CEMENT CONCRETE TRAFFlC CURB. <br /> C5.10 � � _ CURVE B 3 12TH STA 83+15.6 29.5 RT � <br /> }�„ .d'. , . ° 12TH STA 81 +87 , I 1 .:v � � <br /> � 8 SURVEY MONUMENT PER CITY OF EVERETf STANDARD PI.ANS 312 AND 313. <br /> 3RD STA 35+48, 11 .0' LT � ., . . �. Q a� �2 12TH STA 83+20.3, 26.0 RT .�� O <br /> +-' �4� ' �,a 12TH STA 82+54.0, 12.0' RT G�.� � NOT USED <br /> PARKING STRUCTURE BELOW � 1 12Tt-I STA 83+84, 12.0' RT � � � <br /> 3RD AVE BETWEEN STA 32+00 � , ' � o• " ""'"' Q' <br /> AND STA 35+70 SEE BUILDING �` 10 CEMENT CONCRETE CURB, TYPE E-1 . . <br /> ' MATCHLINE STA 35+40 - SEE SHEET C5.8 <br /> DRAWING BY OTHERS 12TH STA 83+92 20.0' RT 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB. <br /> 3RD STA 35+74.9 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5. <br /> 12TH STA 82+71 .5, 29.5' RT <br /> . <br /> � ��NERAL NOTES: <br /> CURVE A CURVE B 12TH ST AT 3RD AVE ELEVATION TABLE 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. <br /> POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA POINT STATlON OFFSI7 GL ELEV TOC ELEV CURVE DATA POINT STATION OFFSET GL E �V TOC ELEV 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 <br /> BOT OF 12TH 81+02.00 12.00' RT 19.74 20.24 DELTA: 90' 00' 00" 80T OF � , » BOT OF 12TH 81+02.00 12.00' LT 19.74 20.24 <br /> 3RD 35+63.00 11.00 RT 19.77 20.27 DELTA: 90' 00 00 � ��f E ;� � _ � -�r ; � �. <br /> RAMP RAMP RAMP �s �lf .�� ,�� =.�1� � �1��Tf` ��_ _: o �i���, �'� � �_-�?� '��' � <br /> > > > > . � � . -` - r a E�'-- -- -- __ �f � �� � � '� � j ����', <br /> PC 12TH $1+09.00 12.00 ftT 20.03 20.24 TANGENT: 30.00 PC 3RD 35+67.92 11 .00 RT 19.98 2Q.31 TANGENT: 30.00 TOP OF . � �' ��v -:�-- � �I� � � ��..j � � � ��ci <br /> TOP OF , � TOP OF � ., , RAMP 12TH 81+13.00 12.00 LT 20.2+J 20.24 �,F� � �, T ' i� �� � , E � � � a'�� <br /> � f; i �, 9 �r � � � � , -"� i. <br /> 12TH 81+13.00 12.27 RT 20.19 20.23 RAD1US: 30.00 3RD 35+74.40 11.62 RT 2�.2b 20.30 RADIUS: 30.00 , � �'�' , � 1! � .x = � �..._�-0 �.�_�;.}� � �_� , <br /> RAMP RAMP HP 12TH 81+50.�0 12.00 LT 20.5 7 20.61 <br /> � r��f L�y:�.r_ a r-�- � . � ( `l.N-.l ,��n�4 <br /> , a , ki <br /> -7���- ;� � � s .- - • <br /> 1/4 12TH 81+20.48 14.28� RT 20.27 20.31 LENGTH: 47.12' 1/4 3RD 35+79.40 13.28; RT 2G.31 20.35 LENGTH: 47.12' TRAMPF 12TH 81+87.00 12.00' LT 20.2� 20.24 �-���s- -' � � -� � -- -�-�- � �� - -�� ����' <br /> � �.. � �- <br /> =. , _ , <br /> 1/2 1 2 T H 8 1+3 0.2 2 2 0.7 9 R T 2 0.4 0 2 0.4 4 1/2 1 2 T H 8 1+6 9.7 9 2 0.7 9 R T 2 0.4 0 2 0.4 4 # �� �'� <br /> ���; � � i'' � � <br /> 3/4 3RD 35+79.40 13.28' LT 20.31 20.35 3/4 12TH 81+79.52 14.28' RT 2Q.27 20.31 BRAM PF 12TH 81+98.a4 12.00' LT 19.80 20.30 �;�� �' � ' � � i ��� <br /> � �- �� � <br /> � TOP OF , TOP OF 12TH $1+87.00 12.27' RT 2G.19 20.23 , r� .,� . � -�"° . .....,_M ..� . ._. . .. � .. m . , �� _.� t F'::�,��;, <br /> � RAMP 3RD 35+74.00 11.62 LT 20.26 20.30 RAMP AP 12TH 82+01.00 12.00 LT 19.i8 20.28 `jr ,�;�' � �` ;"=____ ,r_; ����` <br /> i � � AP 12TH 82+09.00 20.00' LT 19.73 20.23 - . , _ '� � - �,"� <br /> �, PT 3RD 35+67.92 1 1�.00 LT 19.98 20.31 PT 12TH 81+91 .�0 12.40 RT 20.03 20.24 � ��»��:� � i���, ��� � �� � �s�� , , ��� ��i� <br /> � 60T OF BOT OF � �.� n_ ��,;. ���.- �s- ; �,�� �`�P � �� ��$�i� <br /> > > � �. � gr,i�� � ���e <br /> � t `"I' � uk�� <br /> `� RAMP 3RD 35+63.00 11.00 LT 19.77 20.27 RAMP 12TH 81+98.00 12.00 RT 19.74 20.24 ,� rn� p�T (� � � (��J� ' `� � �=��_���r ; KEY MAP � �I��11a�� 1I���- �,�j;;� <br /> � . . �.L�C/��Y'� � �. . ..r . .. . . .� 3I I_�l ...J M� �I; <br /> � : r,���E� ���,, ���� : N ;.I; ( �` I�;. <br /> � r� � ��r� �����^p�y.q�p-� �k��r�;�,; NOT TO SCALE ��.� ., � <br /> � <br /> � �� � �7Ck-P�t�F Ykf..�3e ,, F <br /> � ...._,..... , t <br /> �-'� -� I I <br /> � � v s=i, !E�� �:�';tN,a� -� ' �-II h� 1��1 <br /> % CALL 48 H�URS ; � sµ. v� �� _���,�, <br /> ,n __� �- `��u�L�c ra��s Er��iT�s �r�:����� �s�i; �__._ <br /> k .,:,s t;.i�u�i <br /> � SCALE IN FEET -- -----�r9 s�,€�ri�a� ��v� �°���r�uc��cs�s s �J-�>; m., <br /> � BEFORE YOU DIQ� ��4. ���;���� �v������tt �.�� ��� - � � No-rE. »�,� <br /> � �r'r�C7.se.i�Y. A�'F'r�C�1/t;�. �"?� �i� �'r'CRa'�t� ��: <br /> . .. , �, w,k:�r�tt�a..r$1 s3��"�� t'� �z <br /> � 1-800-424-55�5 �.�.,� � �� ���,,,, � „ �, „ <br /> / 20 0 20 ; 40 �'` " ADJUST SCALES ACCORDINGLY. <br /> ���-- ���1 ��`�� ,�� �-, IF L DOES NOT MEASURE 1 <br /> � <br /> N <br /> / <br /> � .��A A.A PROJECT ENGINEER: SCALE: � � � � � � � � � � � �� <br /> � a • �• w.�s H. KUYPER AS NOTED DWG. N0. <br /> N ' � ' ' ��o G',�, DESIGNED BY: DATE: C � r � <br /> �; Qr Q ti ., o � NC�RTH MARINA REDEVELOPMENT �►P No. <br /> �� �'a a� R. AWAD AUGUST 4� 20� � INFRASTRUCTURE PWASE 1 3-0-003-09 <br /> 0 728 134th Street SW ' Su�te 2�� Yo 422s2 �� DRAWN BY: CHECKED BY: <br /> � Everett. Washington 98204 ' �S�ors7EE�����' D. OLSEN M. CREEDEN ��AC�WAY �l�Ul � � � L� N No�ECT PD-NM-2405-06 <br /> P.O. BOX 538 xaL <br /> APPROVED 8Y: <br /> � EVEREIT, WA 98206 Ph: 425 741-3800 0 8/4/06 PERMIT APPROVAL/CONSTRUCTION ExPiREs. o�/o2/p't <br /> Q (425) 259-3164 <br /> JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE 8Y REVISION SHEET N0. 3� OF fP3 <br />