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LEQ�END: SEC. , 8, T.2 9 N. , R. 5E., W.M.
<br /> Q CURVE ID _:. .. - -- _ _
<br /> _.
<br /> __--
<br /> - - - BREAKLINE � � ._.._i � ; � �� �� � �� _�.. , _3 __i �; !
<br /> �
<br /> X123.45 SPOT ELEVATION, FINISHED GRADE ��J 4�� •;� �� ��. � ���� � � + `'� �
<br /> 1/2 1�2 DELTA OF CURVE OR 1/2 � 1--------,. �. � ` � ��. � �., �'�-,�i � 4 � � I
<br /> � �
<br /> POINT ALONG A STRAIGHT LINE � ` .�._- � ---.._ . .._, ` : j i _.: : ; ; ; I
<br /> t/4 1/4 DELTA OF CURVE OR 1/4 � �-_---_ - ' ' �
<br /> POINT ALONG A STRAIGHT LINE , � ; j
<br /> AP ANGLE POINT i I ___._._ 13TH STA 95+44.12= ` Q �
<br /> I
<br /> • I i WMVD STA 32+09.69 ':, W t� I
<br /> BOW BACK OF WALK � � i `h
<br /> ; � > i
<br /> ME MATCH EXISTWG GR4DE ! , 3._._._._�_..,' ! . I , ,. � ( � I ; I I I 'I .i � � � i' :� � W � �
<br /> � i I .
<br /> � �LP LOW POINT � � � � ; I I i I I �: � I . I ! I I �i I I ; � � '. � � Z : � �
<br /> � GL GUTTER LINE j� � � � I I f . i I ! � � I I I I ��i� i I , I � �� Q `����� r � � .
<br /> . . y� i , . ; ! � I . � I. , i .
<br /> I i i �
<br /> � EOP EDGE OF PAVEMENT . � CliiJ - �i_._...�.-__._..._.. ._._._ ......__! � !_._.. � ;...... I. . ..'._. :...._ _%.... . . .... .'._ � .__,. . . �__.....,_�.... i____.�_. . ��...___ �......_ � _ .i._... .., ___ .
<br /> � � 3 �. I
<br /> � TRENCH DRAIN PER STORM DRAINAGE � � �St 27.32 27.32 2t.32; 2o.5t � � _. ;�������;���.,�'.-�,� . �
<br /> t
<br /> PL4N AND PROFlLE SHEETS � � �
<br /> 20.31 - F r„��� '� � !
<br /> 0.99 20.87 .__...._ � t . ,
<br /> � PCC �� 3�45 PT 60 ; ` , ` ii I
<br /> C,ENERAL NOTES: GD�� 2�4� 2023 19.67
<br /> c�`Z`� zi.as zt.3 6 z�s P� �R��� 13TH STREET --_= ��,fi � ! I
<br /> 1.SEE SHEET G1.4 FOR DATUM INFORMATION '� � ��2� R-1' �.„; i
<br /> AND HORIZONTAL CONTROL TABLE. � i 20.9�
<br /> 2.FOR ROADWAY SECTIONS SEE SHEE7S C2.1 TO C2.5h�, � 22 i� � � Zo g� 2o.7s 20.55 q �
<br /> � NP 21.18 PT 19.93 `��`�.� I'', I
<br /> . 3 PC 95-FQO i
<br /> � � ?%2�R=�� PC 92 - ��- - -� - , - �- - - - - - i - . - - ,.i�'s 8$R-,--��- �
<br /> . � , . e; * . ��� �
<br /> � 21.28 21.16 20.9 � 19 i
<br /> NOTE: �� � .�, 22.46 PC� � PT PT 20.59 _ � u e I II I
<br /> ALL CURB ELEVATIONS LABEIED G� °j 21.43 zi.zo R=i' � '� �4 +.
<br /> ALONG FLOW LINE. � 21.99 PRC PRC 2 .97
<br /> �,P � I 2z.ss �z�4o ,92 3�40 ,,..w.,.�..� �
<br /> � i
<br /> 23.ia 2t.ss 2o.os �: � . I
<br /> . 22.49 PCC PRC� 19.77 " f ' �
<br /> 22.67 .� . PT 19.36 �E > '� �
<br /> _:.�
<br /> �2� 21.80 .. ,
<br /> a �/2 tf25 20.82 20.06 � ' {
<br /> + �21�.96 � '
<br /> �
<br /> 22.t8 �I P� PCC2 PCC 20.70 � , ! �
<br /> �PT zz.io.Pc zz.�z 22 53 2�2 s ar . ,�€���..��. �:��� j
<br /> �2� 2199 22.08 C 190 PCC ��Z � � � �, , s . '
<br /> z2zi 3/a 3/a PROFlLE PER ���TA 94+66.33
<br /> PRC 22.t5 2. a t a END OF INFRAS1FtUCNRE
<br /> i/2 1�J2 t/2 22.55 SHEET C3.2 PHASE 1 PROJECT t
<br /> 22 08 PRC ' 4 SEE WEST MARME VfEW DRIVE � j
<br /> � PT SZ PRC R-� 21.99t i� �/2 .. . IMPROVEMEM'PROJECT, BY.DEA . � �. .. � 5 �
<br /> . .2P,1i.70 PC.i t 2�2.02 21 Ji �`U` . � � . . . � ,.� ., k-� ry , .
<br /> !$f �
<br /> R_ R_�� �, ; qr,
<br /> � PC92 2�1,.92 ' I � I
<br /> � CURVE TABLE '� �'� "��
<br /> i � , � �
<br /> zz.z� 21.53 a'r98 I PC94 p�,53 �.v CURVE CENTER POINT �` �
<br /> 21.80 ' 2t.8o � � .t� � '. �
<br /> j ID LENGTH RADIUS DELTA TANGENT STATION, OFFSET STATION, OFFSEf STATION, OFFSEf ,t, � i
<br /> 18 37.99 53.00 41'04'11" 19.85 1ST STA 12+73.04, 35.84'RT 1ST STA 12+60.00, 70.66'RT 1ST STA 13+13.00, 70.66'RT i y� �
<br /> W 19 14.09 17.50 46'07'O5" 7.45 1ST STA 12+85.37, 40.28'RT 1ST STA 12+80.00, 52.90'RT 1ST STA 12+97.50, 52.90�RT ! 'i; i �
<br /> Q 20 18.25 77.00 13'34'49" 9.17 13TH STA 91+50.50, 6.10'LT 13TH STA 91+68.23, 1.97'LT 13TH STA 91+76.72, 78.50'LT � i' 1 =�j' � �
<br /> � � 2� �3•92 92.a� 08'40'O6" 6.97 13TH STA 91+54.25, 7.54'RT 13TH STA 91+68.12, 6.50'RT i3TH STA 91+68.04, 98.50'RT � �! � �
<br /> 22 2.Q8 1.00 119'20'54" 1.71 13TH STA 91+49.17, 5.00'LT 13TH STA 91+50.50, 6.10'LT 13TH STA 91+50.16, 5.16'LT ' � � � �
<br /> 23 4.67 3.00 Sg•70�50" 2.96 13TH STA 91+50.85, 5.06'RT 13TH STA 91+54.25, 7.54'RT 13TH STA 91+53.81, 4.57'RT ' '� �;� c I
<br /> 24 73.49 95.50 p8•05'47" 6J6 1ST STA 11+73.87, 3.25'LT 1ST STA 11+87.22, 5.16'LT 1ST STA 71+67.00, 98.50LT ' �' , , �
<br /> PROFlLE PER 25 17.79 69.50 14'39'52" 8•94 iST STA 11+73.92, 3.03:RT 1ST STA 11+91.44, 5.80'RT 1ST STA 11+87.86, 2.23LT
<br /> SHEEI C3.4 � 26 4.60 3.00 87'55'56" 2.89 1ST STA 11+87.22, 5.16'LT 1ST STA 11+90J6, 2.97'LT 1ST STA 11+71.90, 72.50'RT
<br /> � rt*F�^ � �. . �-r� , :� �
<br /> � 27 2.11 1.00 120'37'10" t J5 1 ST STA 11+92.69, 4.60'RT 1 ST STA 11+91.44, 5.80'RT 1 ST STA 11+91 J2, 4.84'RT �s� �� ! a o � [r �'�
<br /> 28 31.95 54.00 33'53'41" 16.46 1ST STA 11+68.48, 16.50'RT 1ST STA 11+98.59 25.68'RT �� �TA 11+68.48, 70.50'RT i �� t�i���
<br /> 29 77.50 40.00 25'04'01" 8.89 1ST STA 11+98.59, 25.68'RT 13TH STA 91+38.64, 30.94'RT 13TH STA 91+59.26, 65.21'RT ( Ij_� �!i ' �j'�'
<br /> 30 62.33 65.00 54'S6'43" 33.80 13TH STA 91+38.64, 30.94'RT 13TH STA 91+96.49, 27.21'RT 13TH STA 91+72.15, 86.63'RT k � ` t ��;i�
<br /> � `,.. . .
<br /> 31 20.86 50.00 23'54'25" 10.59 13TH STA 91+98.49, 27.21'RT 13TH STA 92+18J5, 31.SO�RT 13TH STA 92+18J5, 18.50'LT ,._ :. ._ _
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<br /> � CALL 48 HOUR3
<br /> � BEFORE YOU DIC3 sCA�E IN FEET
<br /> � NOTE: I �=i
<br /> � ��5�0-424-6656 zo 0 2o ao IF "L" DOES NOT MEASURE 1"
<br /> � ADJUST SCALES RCCQRDWGLY.
<br /> PRo�E`T a�'NEER: S�A�: p O R T O F E V E R E T T DWG. N0.
<br /> a � • � � � • � �9 WAS� H. KUYPER AS NOTED
<br /> N P o r t o �'w°� hr��° DESIGNERBY.AWAD AUGUST 4, 2oos N O R T H M A R I N A R E D E V E L O P M E N T �P No. C4.3
<br /> 0 7 2 8 1 3 4 t h S treet SW�Suite 200 oRAWN BY: �„E�KEo B�: I N F R A S T R U C T U R E P H A S E 1 3-0-0 0 3-09
<br /> � AQ 3/16/07 CONFORMED SE�ADDENDA 1-4 �' *�z °4
<br /> �- P.o. e o x s s a Everett.Washin g ton 98204 �.�,9 I S,i,�g G`Z6 G. MENDENHALL M. CREEDEN _ owEcr P D-N M-2 0 0 5-0 6
<br /> � EVERER, WA 98206 Ph:425 741-3800 0 8i4io6 PERMIT APPROVAL/CON5fRUCTION r�NAu E�3 IS O� ^°PR°�°�: G R A D I N G � P L A N 1 S T A V E.
<br /> 0 425 259-3,� 13TH ST. ROUNDABOUT S H E� N o. 3 5 o F i 6�
<br /> g ( ) JOB No. 27-04-015 N0. DATE BY REVISION NO. DATE BY REVISION F�(PIRES 01 02 O
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