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SEC. 9 8, T. 2 9 N., R. 5E., W.M. LEGEND:
<br /> � HMA (HOT MIXED ASPHALT)
<br /> a ' a
<br /> ,.;:fs.-:a:;<;:i;'::r-,'::;=;::.�-.;;..�;:tg:,..:. e .
<br /> 3RD STA 37+44.31, 31.5' LT a � � 3RD STA 37+44.31, 31.5' RT
<br /> � CEMENT CONCRETE SIDEWALK
<br /> -�.�..,�.n~:;�•,y.>..?,:z;i�^:`/�v�;t.:`g.;, �..aa .
<br /> � :p � LANDSCAPE STRIP� SEE LANDSCAPE PLANS
<br /> , r _
<br /> � � � - 1E&E2 ON SHEEi C2.5EMENT. SEE DETAILS
<br /> `:s�::�:;:"=`::`' �
<br /> 3Rp STA 36+60 31.5' LT �� � o �o o GRAVEL
<br /> r..,.'�-„.,, �
<br /> . 12TH STA 81+13 . . �� �_;;�±.��,�;^;�_.. � a . 4 � . . � .
<br /> �� `r '. 4'x6' TREE PIT OR PLANTING STRIP WITH
<br /> � �. " � TREE PER LANDSCAPE PLANS
<br /> 7 P�,.,; 3RD STA 36+60, 31.5 RT
<br /> C5.10 �{ '' a � WALL, SEE STRUCTUR4L SHEEfS S0.7 TO S3.1
<br /> 12TH STA 80+90 LT & RT = � f 5-
<br /> ¢, a 12TH STA 81+50 = 12TH STA 82+29.09 12TH STA 83+19 20.0' LT � TRENCH DRAIN, SEE STORM DRAINAGE PLANS
<br /> END CEMENT CONCRETE SIDEWALK ;d � 8
<br /> END LANDSCAPE STRIP 3RD STA 36+09.92
<br /> �cG�l��:
<br /> : da.
<br /> a ry ``a '�' '�' ' ' 12TH STA 82+01, 12,0' LT 12TH STA 83+07.66, 13.0' RT °
<br /> BOLLARD LOCATION, BOLLARD DETAILS
<br /> ° .•.. .�._a`;.,-_..:":".::=;�*; �.� . . . _ R=1.0� CENTER PER LANDSCAPE PLANS
<br /> '�•�, '�.'/.-.-
<br /> +�;ps . 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 /> 4 ' - a 12TH STA 83+33 ON SHEET C5.1L
<br /> d < . a.a : d,. 4 12TH STA 83+45
<br /> -.-�.,": 4 � a '`� a d < ° ° ' `d 12TH STA 83+52, i2.o' �r CONSTRUCTION NOTES•
<br /> <. 'T�(P 3 ` n '
<br /> � •.-.•.�.•. °: a<.
<br /> � . � �.� : ,�� �,� 12TH STA 83+59. 20.0� LT
<br /> N :•:-:-;-:• � 13.0' � �����7������ O1 CEMENT CONCRETE CURB AND GUTTER.
<br /> �
<br /> _ ,'� ' " _ � Y�������, �����,�%��§�'����+ �' d 6 e � BUS SHELTER CONCREfE PAD PER CI1Y OF EVERETT STANDARD
<br /> ��r� PLAN 906.
<br /> a . `�. f ��'y €x�� y r� ����1 ���� �`�
<br /> ",.:, ,�,� E �
<br /> 12TH STA 80+75 0 ;,��:;'r ' � � ��� �: ;_�� �'��,��`�-"����'�� ^ >y;: �"'�� r� `,L O3 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVERETT STANDARD
<br /> END Of PAVEMENT - oi : �v��^'..� ,''�'r '�r.. �,��Fr� � a,�-�*`,„ c��x� x�� '`'n� �.•+ ''.�a �
<br /> ' 4 s �
<br /> . � ��
<br /> :°tr� ���`���c`�, � • : ;. ''. . �,� �z, � ��'��• �. �Mu{N �.�• G� PLAN 309. PROV�DE #4 REBAR 12" OC, EACH WAY.
<br /> p'N" i�� , .�,:�����'"sd'"�''�..s���•�k�ti'S' �*- �t` _"s�, _ '`
<br /> � 4 � �� . ��.�_ �
<br /> � � "� ti'' � `�"''�� � ����.kk r ,, ,�.,z� �'� '� �`�at�`,. ° �� O4 lYPE A CURB RAMP PER CITY OF EVERETf STANDARD PLAN 310A. (5.0'
<br /> fi �,v`
<br /> � da � 3� a. �'Yu�`�a�" �v t:,, ���;� j � RAMP WIDTH)
<br /> .. . .� .. .'ClQ:. . a W � s:"'y`'s�'�,tas �x' n ���� � �s.,�,�,�n.�� .
<br /> 'L -�yp ".'-� o °°.`, �' >_ T":.� U,•�^,. � t �' `. � 5 O5 'fYPE B CURB RAMP PER CI'fY OF EVERETf STANDARD PLAN 3106. (5.0'
<br /> �.�,�.�.� • 4g�.'.
<br /> C5.10 e a r _ o -o. . .'.a.. <o.i. o. . , o ,a p �,�> � RAMP WIDTH)
<br /> ` � O
<br /> �(J�Y ur� :,,�$ .�p ' o
<br /> 74j�r �� a a < ' c 9 e o. $ o �s�.' �x� O ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER.
<br /> 7 CURVE A "• o . 21.33' a a .. ° Q,� O MOUNTABLE CEMENT CONCREfE TRAFFIC CURB.
<br /> C5.10 �� CURVE B 3 12TH STA 83+15.6 29.5' RT ��
<br /> 72TH STA 81+87 1 a.v g SURVEY MONUMENT PER CI'fY OF EVERETf STANDARD PLANS 312 AND 313.
<br /> 3RD STA 35+48 11.0' LT � ., 12 12TH STA $3+20.3. 26.0� RT > ,�1� O
<br /> a 12TH STA 82+54:0, 12.0' RT .2.� O9 NOT USED
<br /> 1 12TH STA 83+84 12.0' RT P�V
<br /> ° � 10 CEMENT CONCRETE CURB, TYPE E-L
<br /> MATCHGNE STA 35+40 - SEE SHEET C5.8
<br /> 12TH STA 83+92 20A� RT 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREI'E CURB.
<br /> 3RD STA 35+74.9 12 SPILL GUTfER PER DETAIL 5, SHEET C2.5.
<br /> 12TH STA 82+71.5 29.5' RT
<br /> N 4ENERAL NOTES:
<br /> CURVE A CURVE B �ZTH ST AT 3RD AVE ELEVATION TABLE �• SEE SHEET G1.4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA POINT STATION OFFSET GL ELEV TOC EIEV CURVE DATA POINT STATION OfFSEf GL ELEV TOC ELEV 2. FOR ROADWAY SECTIONS SEE SHEEfS C2.1 TO C2.5
<br /> BOT OF 12TH 81+02.00 12.00' RT 19.74 20.24 DELTA: 90' 00' 00" BOT OF BOT OF �ZTH g�+02.00 12.00' LT 19.74 2024
<br /> 3RD 35+63.00 11.00' RT 19J7 20.27 DELTA: 90' 00' 00" = �Z _-} i
<br /> RAMP RAMP RAMP � �,._1 � � I II
<br /> PC 12TH 81+09.00 12.00' RT 20.03 2024 TANGENT: 30.00' PC 3RD 35+67.92 11.00' Ri 19.98 20.31 TANGENT: 30.00' TOP OF jl �� �)�"� ,�, I
<br /> 72TH 81+13.00 12.00' LT 20.20 20.24 i � � m IjI�
<br /> TOP OF �2TH g1+13.00 12.27' RT 20.19 2023 RADIUS: 30.00' TOP OF 3RD 35+74.00 11.62' RT 20.26 20.30 RADIUS: 30.00' �MP 'L.__���� '_�{� �!1
<br /> RAMP RAMP HP 72TH 81+50.00 12.00' LT 20.57 20.61 �'`' i
<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 20.31 20.35 LENGTH: 47.12' TOP OF �2TH 81+87.00 12.00' LT 20.20 20.24
<br /> � 1/2 12TH 81+30.22 20.79' RT 20.40 20.44 1/2 12TH 87+69J9 20.79' RT 20.40 20.44 RAMP r y�
<br /> � 3/4 3RD 35+79.40 13.28' LT 20.31 20.35 3/4 12TH 81+79.52 14.28' RT 20.27 20.31 BRAMP� 12TH 81+98.00 12.00' LT 19.80 20.30 , - 5 �'i
<br /> aT�MPF 3RD 35+74.00 11.62; LT 20.26 20.30 T�MPF 12TH 81+87.00 72.27; RT 20.19 20.23 AP 12TH 82+01.00 12.00: LT 19J8 20.28 � �`'� �-r �iE�
<br /> i £i.
<br /> pT 3RD 35+67.92 11.00 �T 19.98 20.31 PT 12TH 81+91.00 12.00 RT 20.03 20.24 AP 2TH 82+09.00 20.00 �T 19.73 20.23 �:.. �����
<br /> � f.:` i` i i
<br /> a BRAMPF 3RD 35+63.00 11.00� l7 19.77 20.27 BRAMPF �2TH 81+96.00 12.00' RT 19.74 20.24 KEY MAP � �ji���� t'� i
<br /> v �II�1�1 `�� � �
<br /> �`o� � NOT TO SCALE � `.._� d^-,� I
<br /> � C A L L 4 8 H O U R S . . - SCALE W FEET � . �I-.�_ . I�..Y���I
<br /> � �._'
<br /> i BEFORE YOU DIQ zo o zo 4o NorE: F ,���� _�
<br /> R ��SOO-424'�BS6 ADJUST�SCALES ACCORD NGLY.
<br /> �
<br /> �N PROJECT ENGINEER: SCALE: pW(�i. NO.
<br /> - Q + � ■ • �9 was �e H. KUYPER AS NorEo PORT OF EVERETT
<br /> � POr6 O � � J"° °ES'�"E°�,: °"� NORTH MARINA REDEVELOPMENT C5.1
<br /> '� R. AWAD AUGUST 4, 2006 CIP N0.
<br /> 728 134th Street SW•Suite 200 .,� �282 �4 o�WN eY: �„E�KEo�,: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> N AQ 3/16/07 CONFORMED SEf ADDENDA 1-4 °"���'crs�'ti2� D. OLSEN M. CREEDEN PROJECT
<br /> �- P.O. BOX 538 Everett. Washington 982Q4 9 �NAL b ROADWAY PAVING �PLAN
<br /> f EVERETf. WA 98206 3' EN No. PD-NM-2005-06
<br /> 0� 8/4/O6 PERMIT APPROVAL/CONSTRUCTION �01 �PROVED 8Y:
<br /> . Ph:425 141-3800 EXPIRES o, 02 a
<br /> g`o (425) 259-3764 ,108 No. 21-04-015 � No. Oa7E 6Y REVISION NO. DATE BY REVISION SHEET N0. 37 OF ��
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