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�� �o / �.J 1 . � � 1 V < � o ��o �V o 1 lV� 0 1 ST STA 13+42 <br /> � <br /> , � � END OF iNFRASTRUCTURE L�G�N D: <br /> PHASE 1 PROJECT <br /> ; SEE CRAt-�fSMAN DISTRICT � CURVE ID <br /> PROJECT, BY PND ` <br /> ! , <br /> BREA'KLfNE <br /> � I � � � � � I i�� `��- E I ��� _ �I � , <br /> �, :� � '{ X123.45 SPOT ELEVATION, FINISHED GRADE <br /> � � � � f � 5 '' - <br /> �-��.-��.�-�---�-------�-_... . -�=- - ' ---- ,f _i_.-_.- �'.�' I_-_-_ <br /> - - ! ,� , '`': r '�-�------�---!_ -- -,...., T - �� , � 1/2 1/2 :DELTA 0F CURVE 0R 1�2 <br /> I� - ---.- -- <br /> � _ --- - 20.23 ` i j� f ` i"__ ___ l:` POINT ALONG A STRAIGHT LINE <br /> :; <br /> � � 21.68 20.27 20.35 � 20.23 . <br /> - _ _ �. ___ _-- - - - -� --- - _ _- --- - - , � AP cL ( � 20.92 1/4 1/4 'DE�LTA 0 ACURAE uR 1/4 <br /> -= - - �--�r- - � � - �- - -� -- - - - - -- --- _ � - - -,- -- __ � -. _- - --- - - -- - __. _._ --- -- - - - -- -- -- --� -- __ -- --- - - � , <br /> - - -- - - --- - - -- - - � � POINT LONG STR IGHT LINE <br /> 21.64 - -- W 20.27 - � 20.9 6 <br /> � � i AP z AP AP AP ANGLE POWT <br /> ' ' � � � <br /> BOW BACK OF WALK <br /> � i <br /> !� ° � <br /> ! E ! 2� 39 �j ME MATCH EXISTWG GRADE <br /> ; 13TH STA 88+54 ` � 21.25 PT 20 4� 20.46 ��'20 LP LOW POINT <br /> '� � EL = 21.66, BOW f ' 3/4 PC . ' . <br /> �� � 13TH STA 91-�00.38 = 20.5� PT , <br /> 21•29 GL GUTTER L1NE <br /> D�' � PROFILE PER 20 62 3�4 0.675 20.54 ��4 EOP EDGE OF PAVEMENT <br /> ,`G SHEET C3.1 �: ' 1 ST STA 12+41 .50 ��2 20,�2) <br /> � ` ' ' i 2144 PRC 20.69 4 <br /> � <br /> ��� � A � 13TH STA 87+87 �� 13TN STA 89+00 � ' ��2 ��2 4 P� 1�2 8 TRENCH DRAIN PER STORM DRAINAGE <br /> � ; EL 20.88, FL I EL 21.89, BOW : r � 20.76 21 64 PLAN AND PROFILE SHEEi"S <br /> 13TH STA 90+35 2�•g� 20.73� 1/2 7 PCC <br /> �� BOW 6 �` _ HIGH POINT � ! EL = 21,89, BOW � PCC , ��4 1/4 20.96 20.83,PRC 20�2� <br /> '' �~n� 21.53 <br /> � 'r � � � �1.98 . �.� P� � 3/4 . <br /> � �-� - - - -- - -- - - �.. ,T�.; <br /> � ��2 20.96 i 20,8g � , GEN E�tAL N 4TES. <br /> ,,,20.92 BOW 6 � 20.97 <br /> PCC PC � <br /> x�, 20 7 PC.06 PC 20 80 1 . SEE SHEET G1 .4 FOR DATUM INFORMAT10N � <br /> �� 21. 3�4 AND HORIZONTAL CONTROL TABLE. <br /> 20.76 3/4 <br /> d � 2�•22 2. FOR ROADWAY SECTIONS SEE SHEETS� C2.1 TO C2.5 <br /> ��� CL.00 F� 21.15 21.15 21.36 1.39 <br /> � AP g2 <br /> �� /� PC ��2� I � <br /> �� 21.24 \ 20J6 / 2,i 48 21.87 � �c' p� <br /> �� 24.76 20.76 PT 21.70 21.6���21.71,1/2 21.83 21.69 C_y �V��; <br /> Q' \ 21.57 PT PRC 22.31 �, <br /> � \ 20.76 ` .��. _a.,, ,..._i�.,.im.��LLr � ..L.,.�:-*.�z���r._�_.r-4 _L��__��1-:�_�_�_T r_L__;__�_..._... 20.76 21.4 PT R=� $ / PRC 6 R�� �� <br /> L -- � �. ALL CUR� ELEVATIONS LABELED <br /> 21.00 88-�-�� � 21.00 21.OQ � CL ��.42 PC.60 � ,9, `�` <br /> c� �`�'--�- _ 13TH STREET 8s+oo �� c� 90 o t Z�P� 22 37 22 $4 �,G' ALONG FLOW L1NE: <br /> 22.14 x- � -�- - - - - - - - - <br /> 21.00 21.00 21.00� - -- �- x - 21.46 21,82,PC � <br /> 21.24 � CL CL CL 1/2 21.42 21.71 22.07 (�} 23.00/ / , <br /> 21.24 21.12 PT 21.68 P� � � PC 36° ,/ <br /> AP,24 PT 21.24 AP �P P� R-1' 21.83 22.15 �P/ \�� , <br /> PT PRC / �� <br /> 21.99,1�2 22.53 �� <br /> '\ ���� �,Q' <br /> �PC �� � <br /> 21.59 21.59 <br /> 22.43 22.33 22.33 <br /> 22.04 P�.38` 2 13TH STA 90+70.88 CL <br /> 13TH STA 89+90 <br /> EL = 21.32, CL <br /> EL = 21.04, LT & R�l� <br /> � � . , .. . ._ «�.. .. _.� _.n � -z�h. <br /> ��_:., , ,_ ...�. <br /> a �-' ;t,, `� G : � t f r 1 � a i' ti <br /> � � - _ �.._�,w...��.�...�_ .>..,�... _.�..�-F_ �_..,� _�_ � � i . <br /> . �:�� �:,�� � � � <br /> -� � � � �� � � <br /> `���!� �;� i � � �Q��3 � `��Y� .� � �' ' 4 <br /> . -='`"- - �.V-___. - �...��; __. <br /> . �` �;� ,_,;?��:; � ��'��� „� t a, <br /> �� ��:>> :' :�p "�":, <br /> i .Y � (`,?������r;;,;, r;� <br /> , . . . ' . 4 o,".�d4'.,i �? � ��� l�^Y�t�d�r'= � { i . <br /> L � <br /> �U RVE TAB LE � :� �°UB�,l�. i�itJriX a"r'�f��9�? ?u F�.E�'Jlt�..r t� �t_it'� <br /> a � . .�.� �m (f� �r13i111�;t� �I�i*1 Ca`Jro}�l'-iv�� s�f'l. +3'i> } { ! <br /> � ���'t� . ��v�;� �� �������4c�„re �'�i�'�r'st3V"F1x_ �C?,-d �`;til� r�i?�`.:-.i f 1" i <br /> CURVE CENTER �OINT <br /> ' t��"�a;d.,ei1�3AJta�, 5'�i� '`U��ra�liJ ��,'�sd�? tt,o; <br /> ID LENGTH RADIUS DELTA TANGENT STATION OFFSET STATION aFFSET 5TATION OFFSET � ��_�-� ��e�����-�� ��nyj3! � <br /> , , , <br /> ��d� ��3 <br /> 1 87.25 58.00 86'1 1 '09" 54.26 13TH STA 90+29.74, 16.69'RT 13TH STA 90+83.88, 74.56'RT 13TH STA 9�+25.88, 74.56'RT ����' ``��` '`��'�' '�' '''l' � '� °�`'�'��'.� <br /> �.rr�; �����,� _.��_ ,1 _. ... .5 .y,_. __,:� <br /> 2 42.41 27.00 90'00'00" 27.00 13TH STA 90+44.88, 41.50'RT 13TH STA 90+71 .88, 68.5�'RT 13TH STA 90+44.88, 68.50'RT <br /> 3 16.05 76.50 12'01 '14" 8.05 13TH STA 90+34.66 3.50'RT 13TH STA 90+5�.4C} 6.50'RT 13TH STA 90+28.28 79.73'RT ' . y ���� � f � ,° <br /> , , , ���a :� '�..�.����...��� �� ° ����e {�� �i�� �i� o �� � S E ��;; <br /> � � ��' > > � � . ��mm �d�t t f i i � f [a 81 p„m,- �._.._- 1 xa� . <br /> 4 11.65 1 1 1 .50 05'59 07 5.83 13TH STA 90+34.62, 3.70 LT 13TH STA 90+46.07, 5.78 LT 13TH STA 90+20.39, 1 14.28 LT .TT �� �R' �m m�m�� � m.�� ���� �''�--4 �'fi � �€ �"� <br /> f�l� av_ -�_ {� ; � � � ; `��� <br /> � �, > > , i �r ; _ _ Is, � I F� � fl�;� <br /> 5 2.08 1 .00 119'23 12 1 .71 13TH STA 90+50.40, 6.50 RT 13TH STA 90+51 .66, 5.33 RT 13TH STA 90+50.69, 5.54 RT ��,, � f��� ;3i �� k��� ` =��- �� <br /> � , ,�� �► � � � � � � J���� � { 1`` i��� ��-��;�', ��' � �``� E'� t ' � '' ' ��� � <br /> , , , � 1�,.� ��� � i� <br /> 6 4.75 3.00 90 44 18 3.04 13TH STA 9�+46.07 5.78 LT 13TH STA 90+49.69 3.52 LT 13TH STA 90-I-46.76 2.86 LT �fi� II r �.,, FI'=�� , �,._.-��a�,��4��� <br /> / fi . ) 1 f . r 4i� 7 1 y�- ` j ��d.>��,-Y . Iy, I� .3 ��� �j��'� <br /> 7 6.02 2.00 ��2•22 �g 30.00 13TH STA 90+04.75 2.00 RT 13TH STA 90-i-04.75, 2.00 LT 13TH STA 90+04.88, 0.00 LT ��� 1-� � ' ' ' <br /> , �� „� . � � � g, <br /> . � >. � , � } �� �_..._,y-� �s�--��1 ._ „� ,_ ,;��; <br /> 8 58.86 62.�0 54 23 42 31 .86 13TH STA 90+27.59, 16.55 LT 1 ST STA 12+87.25, 24.21 LT 13TH STA 90+23.47, 78.41 LT � :� r f � - - - - - - -- ----- - "� , <br /> _ � '' <br /> � s <br /> 9 36.62 75.00 27'58'37" 18.68 1 ST STA 12+87.25, 24.21 'LT 1 ST STA 13+21 .77, 13.13'LT 1 ST STA 13+26.76, 87.96'LT `�! i �s ��i� , =� I �� � <br /> � 1 )t f f r � . � } -..e� . �:J� I �'� '_°- �� 3, g�"I <br /> 1 0 9.2 8 1 0.C?0 5 3 1 1 0 9 5.0 1 1 3 T H S T A 9 0+5 4.8 5, 4 3.5 0 L T 1 S T S T A 1 2+8 9.0 1 , 3 7.5 2 L T 1 3 T H S T A 9 0�+5 4.8 5, 5 3.5 0 L T ` � � F �- � `; +� ` <br /> �� ��� __�--�.,_.-._,.�--aP„._,-�v--9 i � �, ��r <br /> 1 1 36.29 63.00 33'00'01 " 18.66 1 ST STA 12+89.01 , 37.52'LT 1 ST STA 13+22.57, 25.10'LT 1 ST STA 13+26.76, 87.96'LT ����_. - °� �-�-�-���;�=J <br /> � � - -- - - <br /> _�._-�-- - - ---- ° <br /> ff . � . . 1 r ._:._. ., .. __...__ ,. ..__....- .,__.-.-.....�/ :����. � .....- -� �I g{ . <br /> 12 14.47 81 .50 10'1�'28" 7.26 1 ST STA 12+91 .65, 5.68 LT 1 ST STA 13+05.48, 1 .48 LT 1 ST STA 13+22.18, 81.25 LT ' ;�` ��� --�-� � �� <br /> � 13 1 .99 1 .00 114'00'10" 1 .54 1 ST STA 12+90.27, 4.72'LT 1 ST STA 12+91.65, 5.68'LT 1 ST STA '.2+91 .27, 4.76'LT �� ��-���'���[�1� <br /> �° 14 5.47 3.�0 104'26'30" 3.87 1 ST STA 12+90.49, 1 .36'RT 1 ST STA 12+94.33, 4.13'RT 1 ST STA i 2+93.49, 1 .25'RT �''���� ���' <br /> � � �,,� ,,,, i� �; <br /> � 15 11 .43 1 1 1 .50 05'52'27" 5.72 1 ST STA 12+94.33, 4.13'RT 1 ST STA 13+05.44, 1 .46'RT 1 ST STA i 3+25.90, 1 11 .07°R-r KEY M�►P ij �`��1�1'i'�� � ����I��� <br /> � 16 51 .97 66.00 45`06'S8" 27.42 1 ST STA 13+18.41 , 13.35'RT 1 ST STA 12+73.04, 5.84'RT 1 ST STA 13+22.80, 79.21 'RT N �� �ill! � ���j <br /> � . � „ ��._ , ��1 <br /> �n 5 2, , , NOT TO SCALE ,, � .� �� I,��;� <br /> 17 37.76 54.00 40 04 04 19.69 1 ST STA 13+19.21 , 2 3 RT 1 ST STA 12+85.37, 40.28 RT 1 ST STA 13+22.80, 79.21 RT ,, � <br /> � ��`. - � ,;,�I��� <br /> � _ �:.a;��i <br /> � <br /> --__ r <br /> v� <br /> •� <br /> a� <br /> � CALL 48 HOURS <br /> � <br /> � SCALE IN FEET <br /> ,>�„ <br /> " BE�OF�E 1(OU DIG ,-_ a. �_ x ,- . _ No-rE: E-----I <br /> � <br /> � •��$0��424'�555 20 0 2Q 40 ADJ'USTDS�CAL S�A CORDINGLY" <br /> � <br /> ,-- <br /> N : <br /> / . . <br /> - PROJECT ENGWEER: SCALE: � � � � � � � �+ � � � �� DWG. NO. <br /> Q � � • � � � � � :�q�A�A H. KUYPER AS NOTED V � <br /> � � �`'��F WAS� DESIGNED BY: pATE: <br /> ,� ■ <br /> � Or a � � , �. :� � N���I� MA�lNA REDEVELOP�ENT - <br /> � ti� - � � R. AWAD AUGUST 4, 2�06 r���ASTE�UCTURE PHASE 1 ��P No. 3-0-003-09 <br /> Q � 728 134th Street SW SuEte 200 � <br /> �, ` � DRAWN 8Y: CNECKED BY: <br /> � �22f1' °�� �w� G. MENDENHALL M. CREEDEN ,_.,,. PROJECT <br /> Everett. Washin ton 98204 �GrSTEg� �� � �A D I N � � LA N 7 ST AV E . No. PD-NM-200�-Q6 <br /> o P.O. BOX 538 g OL� $�4/06 PERMIT APPROVALjCONSTRUCTION ssroNAL �'�� aPPRovE� BY: <br /> EVERETT, WA 982Q6 Ph: 425 741-3800 ' <br /> �' �425� 259-3164 N0. DATE BY RkVISION N0. DATE BY REVISION EXPIRES 01/02/Q� � ��� �� . � 0 U N C�A g C� U T <br /> SHEET N0. 3 3 QF �8,3 <br /> a JOB No. 21-04-015 <br />