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<br /> �� A 27+56 CL $
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<br /> �c`� OF CONCRETE PAVEMENT "P 7f�+i�i � ,i CURVE C CURVE E
<br /> 2ND STA 27+56'3'�' L7 . r �� ` ! �� i, � �
<br /> 8 ' i iE D OF WF STF{U('."TURE PHASE 1 PROJECT � - � � , P O I N T S T A T I O N O F F S E I' G L E L E V T O C E L E V CU R VE DATA POINT STATION OFFSE7 GL ELEV TOC ELEV CURVE DATA
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<br /> SEE CRAfTSMAN DI3TRIGT PROJECT, BY PND ,� BOT 0 �2TH 84+61.00 12.00' RT 20.88 21.38 DELTA: 90' 08' 32" PC 2ND 24+89J7 12.00' RT 20.32 20.53 DELTA: 88' 19' 47"
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<br /> ; ' � ; o- ' i i i � ; R4MP 1/4 2ND 24+78.91 74.49' RT 20.76. 21.80 TANGENT: 29.14'
<br /> � , � ;D STA 2��(6 12' RT ��' r PC 12TH 84+64.81 12.00' RT 21.04 21.32 TANGENT: 30.07'
<br /> , �! �. � . i r ' ' �;' T ' . � �' 1 2 13TH 85+27.85 20.46' LT 27:05 21.09 RADIUS: 30.00'
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<br /> ,'� ' '" '� � ''' ,% 2ND STA 27+76, 31.5' RT �{f s y; TOP 0 12TH 84+72.00 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 /> �' � i E�? 1/4 12TH 84+76.31 14.29' RT 21.32 21.36 LENGTH: 47.20' T�pMP 13TH 85+41.00 13.02' LT 2120 21.24
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<br /> � �� �� 1/2 12TH 84+86.05 20.81' RT 21.25 27.29 PT 73TH 85+48J6 12.00' LT 20.89 21.26
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<br /> r';' TOP 0 2ND 24+13.00 12.61' LT 21.25* NO CURB BOT OF
<br /> �MP RAMP �3TH 85+52.00 12.00' LT 20J6 21.26
<br /> � KEY MAP 'r 3/4 2ND 24+18.42 74.26' LT 21.25 21.29
<br /> b; AD ' � 3' PT 2ND 24+06.92 12.00' LT 21.05 2�.si CURVE F
<br /> NOT TO SCALE yIi BOT 0 POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA
<br /> ' �, .� " ` 5�; �MP 2ND 24+02.00 12.00' LT 20.88* NO CURB
<br /> �� x^.. p j` * EDGE OF PAV MENT LEVATION, N0 C R U E ON 2ND A NUE 0 H B�Mp� 2ND 24+02.00 12.00� RT 20.86* NO CURB DELTA: 89' 36'32"
<br /> �'Yt <. o, , 10 OF 12TH STREEf. PC 2ND 24+07.20 72.00' RT 21A5 21.31 TANGENT: 29.80'
<br /> CURVE D roP o
<br /> D ��' POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA �MP 2ND 24+13.00 12.61' RT 21.25* NO CURB RADIUS: 30.00'
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<br /> BOT 0 12TH 84+61.00 12.00' LT 20.88 21.38 DELTA: 94' 41' 45" ��4 2ND 24+18.61 14.34' RT 27.25 21.29 LENGTN: 46.92'
<br /> �9 � e e .::::;: � > .,\ R,4MP t/2 13TH 85+27.67 20J1' RT 21.25 21.29
<br /> F i' } �. PC 12TH 84+63.65 12.00' LT 20.91 2126 TANGENT: 32.57'
<br /> � �,��t � 3�4 13TH 65+37.38 74.26� RT 21.44 27.48
<br /> s > °� � r�� ��+ �' TOP 0 �2TH g4+72.00 13.17' LT 21.20 21.24 RADIUS: 30.00' TOP 0
<br /> C2.5 ° ' R�P RAMP ��TH 85+41.00 13.03' RT 21.50 21.54
<br /> e" De ? " 1 4 12TH 84+75J0 14.52� LT 21.16 21.20 LENGTH: 49.58�
<br /> 2p ,; o . � PT 13TH 85+48.81 12.00' RT 21.25 21.61
<br /> 2ND STA 27+97.07; op p p e 1�2 12TN 84+85J2 21.67� LT 21.02 21.06
<br /> 98.06 LT °5.0' � �� > 4 B�MP� 13TH 85+52.00 12.00' RT 21:16 21.66
<br /> BOW, MATCH EXISTING TYP > ;n . � , 3/4 2ND 24+81A7 14.71' LT 20.93 20.97
<br /> � �
<br /> EDGE OF ESPLANADE ��u 9 � < .:•;, 2ND STA 25+55, 31.5' RT PT 2ND 24+94.52 13.00' LT 20.50 20.93 # EDGE OF PAVEMENT ELEVATION, NO CURB & GUTTER ON 2ND AVENUE SOUTH
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<br /> OF 12TH STREEf.
<br /> cs.t� , �� � ZND STA 25+54, 43.5' RT CONSTFiUCTiON NOTE3:
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<br /> � � CURVE G >.�P � �� f � "� � �`.T.�, � BOW � �
<br /> �; '' u�t ��� 2ND STA 25+55, 13.0' RT
<br /> 2ND STA 26+95 98.07' LT SEE SHEEf ''�,�`" �,�� t ` O7 CEMENT CONCRETE CURB AND GUTTER. 6O ROUNDABOUT TRUCK APRON OUTER CEMENT CONCREfE CURB AND GUTfER.
<br /> BOW, MATCH EXISTING C4.1 � 2ND STA 25+45, 32.0' RT
<br /> EDGE OF ESPLANADE � BUS SHELTER CONCRETE PAD PER CITY OF EVEREff STANDARD � MOUNTABLE CEMENT CONCREfE TRAFFIC CURB.
<br /> 2ND STA 26t95, 43.5' LT p " � PLAN 906.
<br /> BOW 2Np STA 25+48, 13.0' RT OS SURVEY MONUMENT PER CIN OF EVEREIT STANDARD PLANS 312 AND 313.
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<br /> 2ND STA 26+62, 31.5' LT ' ` OO CEMENT GONCREfE DRIVEWAY iYPE 3 PER CIN OF EVEREff STANDARD
<br /> o '� 2ND STA 25+41, 20.0' RT P� 309. PROVIDE #4 REBAR 12" OC, EACH WAY. � NOT USED
<br /> 2ND STA 26+62, 13.0' LT � O4 IYPE A CURB R4MP PER CI7Y OF EVERETT STANDARD PLAN 310A. (5.0� 10 CEMENT CONCREfE CURB, TYPE E-1.
<br /> 17 RAMP WIDTH)
<br /> (iENERAL NOTE3: 1 \ 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREfE CURB.
<br /> 1. SEE SHEE7 G1.4 FOR DATUM AND ALIGNMENT INFORMATION. ,� e. 2ND STA 24+85 � IYPE B CURB RAMP PER CITY OF EVERETf STANDARD PLAN 3106. (5.0� � SPILL GUTTER PER DETAIL 5, SHEEf C2.5.
<br /> 2ND STA 25+55, 31.5' LT
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<br /> RAMP WIDTN)
<br /> 2. FOR ROADWAY SECTIONS SEE SHEEfS C2.1 TO C2.5 ''""'' °
<br /> 2ND STA 25+45.11, 43.28' LT '�
<br /> ::, a . ` 2ND STA 24+98, 20.0 � RT 13TH STA 88+45.50, 31.5' LT
<br /> LEGEND: eow ,'� e p:,;: , i�TH sTa as+zs, iz.o� �T ; �q�'
<br /> A' ° 'x B° 2ND STA 24+90, 12.0 � RT Cy�j
<br /> � 13THE STA 84+72 11 5 ; ...::
<br /> HMA (HOT MIXED ASPHALT) CURVE D • yt�
<br /> 12TH STA 84#52, 12.0' LT e. 12TH STA 85+06.81 BK = � o
<br /> �� 13TH STA 85+06.81 AHD = �, CURVE 3 : d S�',9
<br /> 2 0 - i 8 �� 13TH STA 87+51, 12.0' LT p
<br /> � CEMENT CONCRETE SIDEWALK 12TH STA 4+44� 20.0! LT 2ND STA 24+48.99 ' p ��x
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<br /> r : .... , � o i` 13TH STA 85+59 12.0� LT ; '; � 13TH STA 87+43, 20.0' lT ° p s�
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<br /> � LANDSCAPE STRIP, SEE LANDSCAPE PLANS U � . e �° ::::::: e CURVE E 13TH STA 85+67 20.0� LT e�d o \
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<br /> �`�' 1 E&E 2T ON SNEEfE C2.5EMENL 5EE DEfA1LS = . . D . e .. , p D ' 'd vo. > o 0 0 0 �. o. � : o� e' e p., .> op.. Q.` ,e e. ° . i� s.fi�
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<br /> � ��'' €35-f�00,��. ( ��`�bs����' } ��-r x � , e
<br /> 4'x6' TREE PIT OR PLANTING STRIP WITH o ' "' . - -" �'.� 3 ;,��� � °
<br /> � TREE PER LANDSCAPE PLANS � `':.u,{`(,":'- ��g�,tiau& ����,, e e p .Q. ''°
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<br /> a � WALL, SEE STRUCTURAL SHEETS 50.1 TO S3.1 00 ' � ,., °
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<br /> v � TRENCH DRAIN, SEE STORM DRAINAGE PLANS N 'e > a. ^ " �r ; . + � • y�.� °:: . + e e ' ,Q .: ° "
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<br /> j � BOLLARD LOCAl10N, BOLLARD DETAILS �°. � ' ° ° e a e D.
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<br /> "' PER LANDSCAPE PLANS = 1 a CURVE C < ' �^ ir��4 p 3 � 13TH STA 88+26,�12.0' RT
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<br /> a TREE PIT ID, SEE TREE PIT LOCATION TABLE � 240 13TH STA 87+51, 12.0' RT
<br /> ar XX Q 6� n' CURVE F 73TH STA 86+33,20' RT
<br /> o ON SHEET C5.1 L � e e �_.
<br /> 13TH STA 86+25, 12' RT
<br /> � 12TH STA 84t44, 20.0' RT MATCHLINE STA 24+00 - SEE SHEET C5.9 isrH sr,a s�+as, 20.0' RT
<br /> � CALL 48 HOUR3 �2TH STA 84+52, 12.0' RT 13TH 5iA 88+43.50, 29.5' RT
<br /> � BEFORE YOU DIO 13TH STA 85+41 � NOTE F �p -�
<br /> 0 2ND STA 24+13 scA� iN FE�r IF "L" DOES NO7 MEASURE 1"
<br /> � ��BOO-424�ESSS6 � po 0 2o a0 ADJUST SCALES ACCORDINGLY.
<br /> � Pa��E�E"��"E�: 5°A�: p O R T O F E V ERETT owc. Na
<br /> a + � • � � � � � ,Q 3,o�as�g d H. KUYPER AS NOTED C 5.Z
<br /> � PO r b O `' °ES'�"E°�: °"TE: NORTH MARINA REDEVELOPMENT
<br /> � R. AWAD AUGUST 4, 2006 CIP N0.
<br /> 728134th Street SW�Su�e 200 4 o�WN BY: �HE�KEo eY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � AQ 3/16/07 CONFORMED SEf ADDENDA 1-4 �O'2•��'c S��ti��� D. OLSEN . CREEDEN PROJECT
<br /> _ Everett.Washin ton 98204 �SrONdL E� No. PD-NM-2005-06
<br /> ^ P.O. 60X 538 9 � A AY PAVING PLAN .
<br /> EVEREii, wn 9s2os Ph: 425 741-3800 � 8�4/06 PERMIT APPROVAL/CONSTRUCTION 3 ISjo7 a'PRoveo av:
<br /> `o (425).259-3164 � EXPIRES O7 02 Oq � /
<br /> g JOB NO. 27-04-015 N0. DATE BY REVISION N0. DATE 8Y aensioN � SHEET N0. 3S� OF �jp�
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