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CURVE 0 S.E C. , S T.2 9 N. R. 5E'. W.M. LEGEND:
<br /> POINT STA710N OFFSET EOP EIkV CURVE DATA � � �
<br /> PC 2ND 22+04.22 12.00' LT 20.94 DELTA: 25' 12' 32° �"^�
<br /> 1/4 2ND 22+08.83 72.25' LT 20.99 TANGENT: 9.39' u HMA (HOT MIXED ASPHALT)
<br /> 7/2 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 � CEMENT CONCRETE SIDEWALK
<br /> CURVE P � LpNDSCAPE STRIP, SEE LANDSCAPE PLANS
<br /> POINT STATION OFFSET EOP EI_EV CURVE DATA
<br /> • PRC 2ND 22+22.11 16.00' LT 21.18 DELTA: 50' 25' D3" ��TC
<br /> 1/4 2ND 22+30.83 18.99' LT 21.28 TANGENT: 19.77' y(j CEMENT CONCRETE PAVEMENT. SEE DEfAILS
<br /> �F � t & 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 o 5�.9
<br /> PRC 2ND 22+57.89 16.00' LT 21.18 '2� °O�O� GRAVEL
<br /> ° . Xp
<br /> O
<br /> CURVE Q v . +� ♦ 4'x6' TREE PIT-0R PLANTING STRIP WITH
<br /> POINT STATION OFFSET EOP ELEV CURVE DATp ° s � TREE PER LANDSCAPE PLANS
<br /> PRC 2ND 22+57.89 16.00' LT 21.18 DELTA: 25' 12' 32" � �F
<br /> 7/4 2ND 22+62.17 14.27' LT 21.11 TANGENT: 9.39' 2ND STA 23+62.29 23.49' LT a � �,�: "��� ,;�' a S,S,� �c� WqLL, SEE STRUCTURAL SHEETS S0.1 TO 53.1
<br /> 1 2 2ND 22+66.61 13.01' LT 21.05 RADIUS: 42.00' BOW AP a � ��,� Fj,
<br /> 3/4 2ND 22+77.17 12.25' LT 20.99 LEN6TH: 18.48' ��`��: �,� �'s� � TRENCH DRAIN, SEE STORM DRAINAGE PLANS
<br /> PT 2ND 22+75.78 12.00' LT 20.94
<br /> ` � BOLIARD LOCATION, BOLLARD DETAILS
<br /> 2ND STA 23+60.16 35.16' LT o a �' „ � ° 4 PER LANDSCAPE PLANS
<br /> CURVE R eow Aa , > ��. g
<br /> POINT STATION OFFSEf EOP ELEV CURVE DATA o'_ a e': x)( TREE PIT ID, SEE TREE PI7 LOCATION TABLE
<br /> PC 2ND 22+0422 12.00' RT 20.94 DELTA 25' 12' 32" j��� ON SHEEf C5.1 t.
<br /> 7/4 2ND 22+08.83 12.25 RT 20.99 TANGENT: 9.39' 2ND STA 23+40, 12.0' LT ��°� d EDGE OF PAVEMENT
<br /> �<a..
<br /> �/2 2N� 22+13.39 is.o�' Rr 2i.o5 �ws: 42.00' CON3TRUCTION NOTE3:
<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 � �
<br /> � � �0° O1 CEMENT CONCREfE CURB AND GUTfER.
<br /> "�,, ;, 2ND STA 23+32, 20.0' RT
<br /> CURVE S ` x O2 BUS SHELTER CONCRETE PAD PER CIT' OF EVEREfT STANDARD
<br /> ° ' PLAN 906.
<br /> POINT STATION OFFSEt EOP ELEV CURVE DATA � �' �
<br /> PC 2ND 22+22.11 16.00' RT 21.18 DELTA: 50' 25' 03" � CEMENT CONCRETE DRIVEWAY TYPE 3 PER CI'h' OF EVEREff STANDARD
<br /> 1/4 2ND 22+30.83 18.99' RT 21.28 TANGENT: 19.77' �` � 2ND STA 22+75 PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY.
<br /> 1/2 2ND 22+40.00 20.00' RT 21.31 RADIUS: 42.00' �
<br /> 3/4 2ND 22t49.17 18.99' RT 21.28 LENGTH: 36.96' a ov� � U ,b s,l de a O4 1YPE A CURB RAMP PER CITY OF EVEREIT STANDARD PLAN 310A. (5.0'
<br /> PT 2ND 22+57.89 16.00' RT 21.18 � � ' RAMP WIDTH)
<br /> N � t,,< .. O5 tYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 310B. (5.0'
<br /> CURVE T RAMP WIDTH)
<br /> POINT STATION OFFSET EOP ELEV CURVE DATA 2ND STA 22+88, 20.0' LT a 2ND STA 22+88, 20.0� RT
<br /> PRC 2ND 22+57.89 16.00' RT 21.18 DELTA: 25' 12' 32" ° O6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER.
<br /> t/4 2ND 22+62.17 14.27' RT 21.11 TANGENT: 9.39' 2ND STA 22+80, 12.0' LT � . - _ :�.;�A`':+'... 2ND STA 22+80, 12.0" RT O7 MOUNTABLE CEMENT CONCRETE TR4FFIC CURB.
<br /> 1/2 2ND 22+66.61 13.01' RT 21.05 R4DIUS: 42.00' �
<br /> 3/4 2ND 22+71.17 1225' RT 20.99 LENC�TH: 18.48' o d CURVE T O8 SURVEY MONUMENT PER CITY OF EVEREfT STANDARD PLANS 312 AND 313.
<br /> PT 2ND 22+75.78 12.00' RT 20.94 >. .. �-
<br /> 2ND STA 22+63 O NOT USED
<br /> CURVE Q 10 CEMENT CONCREfE CURB, lYPE E-L
<br /> CURVE P ' CURVE S
<br /> _ _ 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREfE CURB.
<br /> 2ND STA 22+17 � i CURVE R
<br /> 1Q SPILL GUTTER PER DETAIL 5, SNEEf C2.5.
<br /> CURVE 0
<br /> ° nP 2 GENERAL NOTE3:
<br /> . cs.�o
<br /> 2ND STA 22+00, 12.0' LT ,,,,.._ ;,:.'=_:',,.:' ° 1. SEE SHEET G1,4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> � 2ND STA 22+00, 12.0' RT �
<br /> ' 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> '.�'{,:-::;:�-::`r)':':: <.
<br /> 2ND STA 21+92, 20.0' LT a �
<br /> > - a a 2ND STA 21+92, 20.0' RT � ; j .i
<br /> EDGE OF PAVEMENT '� " Y ��I��
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<br /> � KEY MAP `�� �
<br /> ` NOT TO SCALE � II
<br /> � . . SCALE IN FEEf � . _-.��1„�I�I
<br /> ; CALL 48 HOUR3 ----
<br /> � BEFORE YOU DICa Zo a zo 4o NOTE: I ���� _;
<br /> � 1�80�-424�5��6 ADJ STD3CALES A C RSDINGLYp
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<br /> � `R°�E°T��'"E�: 5�,�: p OR T O F E V ER ETT DWG. N0.
<br /> E � ■ � � ■ ' �oAvn'k�yd H. KUYPER AS NOTED
<br /> N P��Q �, �`' °�'�"E°�: °^TE: N4RTH MARINA REDEVELOPMENT C5.9
<br /> � R. AWAD AUGUST 4, 2006 CIP N0.
<br /> g 728 134th Street SW Suite 200 ,, ;��82 w� o�,wN BY: �„E�KEo eY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � AQ 3/16/07 CONFORMED SEf ADDENDA 1-4 °"AsFGtsx��'�,�$w D. OLSEN M. CREEDEN PRo�Ecr
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<br /> pppy 8 No. PD-NM-2005-06
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