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, _ _� _.,, : __ .. : - _. e _ _ _ <br /> LEGEND: ►S.�' �0 1 � �o � � .No .� o ��' o �To 1�0 <br /> � , ' <br /> �,,,,�1 ,7 CURVE ID , ....._ . ; - .... „_. , , ,... , .� . . __... _ .,. . � i , � , <br /> E } �ii E . n ,..... € . , i.. ...'w I � i!i `, il i y�,' ��� l <br /> . ...... . . .,,.� ._, � <br /> ' ; <br /> � BREAKLINE � � `'`�` � : ' `-� � I I � . . i. ', ,�' i� fii ;� � �, <br /> } ( , <br /> -:� � � ;; � � , il �� � `i <br /> � w I ; <br /> X123.45 SPOT ELEVATION, FINISHED GRADE I �- - - ---- l'`,``, � € F _ - _ � I I I I I � ,`;'1` ; ;If i � ; ; �;i '-:� � � : <br /> I � , f � = I I I I : ' ��� j i <br /> � I r ii i '- �I � : �� ,. � <br /> 1/2 1/2 DELTA OF CURVE OR 1/2 I - _- - �: : � : l \`` � � . <br /> I _ ,_ ' f ..- - - -- - - ° � i ( � ! { �_.�.�. I !' i �_ � ( q !". ii 1 ` <br /> POINT ALONG A STRAIGHT LINE � ` t=- , la !_ <br /> � i <br /> ,; � , ; <br /> E ,i i ; � � i � <br /> I ; '1 �� i ��; +�� i ' ! <br /> 1/4 1 j4 DELTA OF CURVE OR 1/4 - -- ----- :, ; � ;, <br /> , <br /> � i; i� i . <br /> � ;� ' �7 �Ea € I <br /> POINT ALONG A STRAIGHT LINE ( I f I; , � '; fl-' �,' i <br /> AP ANGLE POINT � � ___ __ ^___ 13TH STA 95+44.12= i , � _ ; <br /> ( I � 'i � �� � ,'� ''' � . ' , <br /> BOW BACK OF WALK � WMVD STA 32+09.69 1; � !, _ 'I: , <br /> ; � � i; W � � 1� : i <br /> � I : ;€ �i , j, � • s� I ; � <br /> ME MATCH EXISTING GRADE 1 I �- - - --�.` f . _ _ . � E E I ( I � i I I i I ( ; � � ':- - _,`< ' � ; j <br /> I ! j . , ; ; F : ; , I i , ; W � ,, �g. � ; <br /> LP LOW POINT ' , f < E a • � i I { I ! I � I � I i 1 ; � � � � z �� � � , <br /> I I . � , < < . E l ! i i ; ; � , � � �� �`_` g , <br /> � ' I ' I I i I ; 'i , �, � , 1 <br /> G L. G U T T E R L W E I I ; . � 3 { , ; . ; i � I I j � I I I i i I i i I ; .'1 i ,;` � � � ;, � i <br /> E , . <br /> ; , . <br /> � <br /> � <br /> , <br /> I <br /> I <br /> I <br /> i E k i <br /> E E <br /> i [ a <br /> ( <br /> i I , <br /> I i � <br /> i � <br /> t - ( <br /> � f; , <br /> � . I. i I : . .... . . .. .. . .. .....: : -, � , .� i <br /> .. .,,... .. . _ .. .. ..... . ... .� . .... ,, , . . . ._.� ,.,. .... ._. _ .. .. <br /> EOP EDGE OF PAVEMENT � I� _ .._... ,..I � ...... .... . . ... ....: �_.. ... z_.. ..,,. ,�, .,,_ ... . . . ,� :. ...... _. . ,.._ �... .., ... ,.. ...... ._. ._,. _ ....... _.� .., � ,, .�.. _., m) ,..,... .... I.. ... .._. ..�.. .__., a. ,.. ..)_. . . .,. ,�. . I _ . r, i,'? � .� � ,_„,,t <br /> j( [ i <br /> 21.51 21.32 21.32 21.32� 2Q.51 � �� 1�;E ° � =-, � ` <br /> TRENCH DRAIN PER STORM DRAINAGE pT .°:. , � .xr: . . �. . :�..,..m., , �,P�y ��,� �„M;� :,, f�� �� � s ; <br /> ,. , ;' i <br /> PLAN AND PROFILE SHEETS f � = � <br /> �', s,��� ; i ` li � <br /> PCC9 1%2� 20.31 . __. ,.,� . ..,...` l f� ! '' i! I ' ' <br /> GENERAL NOTES: p�• 1/4 3�4 Pr , - ���� ,� �:.� , � !� . <br /> � 20.93 20.75 24.60 j � .,� 'li i <br /> G 21.39 � • 20.23 19.61 -- -. .- �'=- _ � � <br /> �,� <br /> 1 . SEE SHEEf G1 .4 FOR DATUM INFORMATION 21'�� R-�� � '�'�` "i` '" ' <br /> ��,� i/ 1/2 20.97 21.00 , i� ; <br /> j il I <br /> R ZONTAL CONTROL TABLE. � 21,g� (� 21.16 PRC PT R=1� 13TH STR�ET �� f� f� r <br /> � ' , la ; <br /> / 36 Q PRC � 20.79 20.55 fE �"�� '�," � �l � <br /> 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 � � NP 21.18 PT 19.93 � . <br /> Gj� 22.11 21.63 PC 20.81 LL 95+(10 - <br /> 2 .92 - -i- - - - - -+ - - � - - ---t- - - - � �� -�-x- i� �.:-£.--' � �; ; <br /> ♦ � 2� 31 R=1' � ' _ - , � , <br /> • p� _�� � <br /> .�: ,, <br /> +i�E �� ,`='� j '` I <br /> ' ^^ _ <br /> - ..,,� : . <br /> c 19.84 ; <br /> ._s: '-,s v,,: �� .;. ".�.w-.. _ � ...'.... . ..�.: � �`I � <br /> N 0 G: ��� � '� 22.46 PC 28 � PT.16 20.95 20.59 �, � = s:� _ . � <br /> ALL CURB ELEVATIONS LABELED G�� °'� 21.� 2�.2o fti' ; `W` ��` �� :F' I . <br /> I <br /> Q'� �' 22.96 21.99 PRC 21.20 ��2� 20.50 �; �� �, .� ._� t� � � ' � �: � � <br /> ALONG FLOW LINE. � / -� �- ; <br /> 3/4 � � � ` <br /> �� � �� � j <br /> 23.I14 21.58� 1/4 20.09 �,� _ . ' <br /> 19.77 � <br /> 22.49 . �PCC PRC� , _ �a : <br /> PT 19.36 , __,._ .�-._ �x� I � <br /> 2 .21 22.67 21.80 -_-- �; �:€ �; ', : � <br /> ��2 0 �/2 i j2 5 2o.s2 <br /> �., � i � <br /> -{-- 0 22.32 PCC 20.06 . m,,, ,... . ... ', , ^�rya� � '� � <br /> N 21.98 20.70 , ,, � . <br /> � PT.1$ � I PCC PCC 2Q.76 PT . � _ � ""'.. I ���g ��r� ���a� �:� �!� �� ;� ; <br /> ,� ,� r R ��� :� ��+� : <br /> 22.10.PC 22 53 ; <br /> 2 .85 22.08 PRC 22.72 �j2 �/2 ` � $� I � � <br /> �32 3�4 9 � 3�40 PCC 13TH STA 94+66.33 ���':`,t ; �� ; � 1 � <br /> 22.21 � � PROFILE PER � �=- <br /> 2 15 2 04 21 82 END OF INFRASTRUCTURE `� ; <br /> PR 22 48 �J�2 �32 1/2 22.55 SNEEf C3.2 PHASE 1 PROJECT 4 �,� �i �� ; � 1 ' <br /> PT,52 PRC � ( PRC g , � � 1/2 SEE WEST MARINE VIEW DRIVE �� ; t - � i ; ; <br /> i << ( �r ., � <br /> 1 4 IMPROVEMENT PROJECT, BY DEA i' � � � ! <br /> 21.7o R=1 R=1 ; <br /> PT 22.11 22.02 21.71 22.45 � ! I . k� , � � <br /> PC PT pC � <br /> � ; � I <br /> �� ( �. 1 ; <br /> , , PC �I i I,. €� � � ' <br /> R=1 R=1 �. t - - <br /> PC92 PT 92 �U f�Y G �t'1��� ; ; =i ! ai � � a � � , <br /> ? � � � � <br /> 21.98 21.94 _ i i � : , �; � � <br /> i i` yE � � <br /> 22.2� 2�.53 PT � P� 2,.5� 22.2� CURVE CENTER POINT �' ` ;; . �° ' p ` ; � <br /> : .� ; a: ; � i i . <br /> 2�.so � 2,.$o ID LENGTH RADIUS D�LTA TANGENT STATION, OF�SET ` STATION, OF"FS� STATION, UFFSEf ' � '' e� ` <br /> w , , ;, �� � ; <br /> ; <br /> _ ° ' " ' �'T STA 12+60.00 70.66'RT 1 ST STA 13+13.00, 70.66'RT i� ` � � <br /> 18 37.99 53.00 41 04 11 19.85 1 ST STA 12+73.04, 35.84 RT 1 ..> , , ;. ' �? � � i ' � <br /> W 19 14.09 17.50 46°07'05" 7.45 1 ST STA 12+85.37, 40.28'RT 1 ST STA 12+80.00, 52.90'RT 1 ST STA 12+97.50, 52.90'RT ,�� ; ;! � 3� + � � ' <br /> � ; � ,_ , � i <br /> Q 2Q 18.25 77.00 13`34'49" 9.17 13TH STA 91 +50.5�, 6.10'LT 13TH STA 91 +68.23, 1 .97'LT 13TH STA 91 -��76.72, 78.50'LT �� ; �: � i° � i ; ( <br /> � � 21 13.92 92.00 08°40'06" 6.97 13TH STA 91 +54.25, 7.54'RT 13TH STA 91 +68.12 6.50'RT 13TH STA 91 +68.04 98.50'RT �� ' �` ` �� � � � ` <br /> > > j r , �i � � i <br /> �- 22 2.08 1 .00 1 19°20'54" 1 .71 13TH STA 91 +49.17i 5.00'LT 13TH STA 91 +50.50, 6.10'LT 13TH STA 91 +50.16, 5.16'LT ;� ` ;I ; 9� ; i i : <br /> � <br /> 23 4.67 3.�0 89°10'50" 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 �� ' ;� �� I ; � <br /> 24 13.49 95.50 pg°�5'47" 6.76 1 ST STA 1 1 +73.87, 3.25'LT 1 ST STA 1 1 +87.22, 5.16'LT 1 ST STA 1 1 +67.00, 98.50'LT � � �� �� � - i �� <br /> 25 17.79 69.50 14°39'52" 8.94 1 ST STA 1 1 +73.92, 3.03'RT 1 ST STA 1 1 +91 ,44, 5.80'RT 1 ST STA 1 1 +87.86, 2.23'LT . <br /> � PRQFILE PER ( 26 4.60 3.00 87°55'58" 2.89 1 ST STA 1 1 +87.22, 5.16'LT 1 ST STA 1 1+90.76, 2.97'LT 1 ST STA 1 1 +71 .90, 72.50'RT <br /> SHEEf C3.4 � 2 , � ����jL��.�1' .�'�� ��l l ;���`����I ;'�- � =_` o � �,� � E,_ � i��f <br /> 27 2.1 1 1 .00 120°37'10" 1 .75 1 ST STA 1 1 +92.69 4.60 RT �ST STA 1 1 +91 .44 5.80 RT 1 ST STA 1 1 +91 .72 4.84 RT � -� �, - ------ !�� <br /> I ), ) ! ��.._ ''$._._..____.'__ f .,. . ��� � _�� ,� f ��g•� � . : <br /> 28 31 .95 54.�0 33"53'41 " 16.46 1 ST STA 11 +68.48, , ' , , � '� '-; .� �s--_� . �' �� �' � l� i, <br /> � <br /> - , <br /> 1 �.50 RT 1 ST STA 1 1 +98.59 25.68 RT 1 ST STA 1 1 +68.48 70.50 RT �;� - ��� �;� � �;� � ��;� <br /> ; , , 4��; --J�� ?� � € j , � 1 ` , �,�� <br /> 29 17.50 40.00 25°04'01 " 8•89 1 ST STA 1 1 +98.59, 25.68 RT 13TH STA 91 +38.64, 30.94 RT 13TH STA 91 +59.26, 65.21 RT ���?� ,` ��11 ;;�� �-� !�d � r I � �� � <br /> � a�(t � p �, �.: , <br /> � � » � ' 3 S '� S 9 �-+-72.15 86.63'RT �� ���3� � ;�_ �� ��,�� ,_:r� _ ;�, � ����,.�,w ;�- _, ', � ����� <br /> 30 62.33 65.00 54°S6 43 33.8� 13TH STA 91 +38.64, 30.94 �T 1 TH TA 91 +98.49, 27.21 RT 13TH TA 1 � � � <br /> 31 20.$6 50.00 23°54'25" 10.59 13TH STA 91+98.49, 27.21 'FT 13TH STA 92+1$.75, 31 .50'RT 13TH STA 92�i--18.75, 18.50'LT 1���..`� '� ..�.�� ' . � <br /> ,.: -... ._...m�.m, ._. .,.,r, __.,.. __. � . : <br /> (�?. -r � ;� r�i ._ � � . : <br /> �, , ��..� � � <br /> r��+ � �., �__;_�; �._,-,��----n��--���------9 , ; y � �,I���I <br /> �< < k � 7�" i7'` � � �'� <br /> r <br /> i�� ��..,,.. , �� �� ,� �!:i�� <br /> , ��� . <br /> . , u�1 rt, ._.... .. ..__.. ... -� .....,.._. ......... � .F .._ ' _ ,�� ��;�5�� . <br /> ....,,_ ..�..- __ � � .- <br /> ...:_ .�._._ _._-.- . <br /> r r I <br /> . . � � t f 4�-? s � r. <br /> ��I <br /> -, y,�k <br /> �- � l� � �ij �; <br /> �.� � � iiys� <br /> �� � `.1�� <br /> j.� <br /> I��1: <br /> t� I"�i ��I€�t�.' i 'I;�_� . <br /> KEY MAP �� g���<<,�� ���;,; <br /> �, <br /> �� I,� � {r i ji'! <br /> N ��� �!''" ._1 � `����' <br /> 3 NOT TO SCALE � j �� <br /> � .,�€� <br /> � ��� y._m � _�� �; <br /> �� _..:.,. ... .._:.:,�.. �3� . <br /> _�.e <br /> I � �� � � � �;I <br /> , ��, f ���: <br /> (.,� �- , ..�� +o � ��r �t"�. : ? 3 �'i f � "� 9 . - � . <br /> � � �; 4 � , f � a , � � t v�es,.r�' �� <br /> , .,_� v� ���_,,.r_> v =_.._ _ __ "� �"s �, �a ya �: <br /> 4 Z0�6 � <br /> � � �., ����is�7 ��� � � ��..' .-,ys-S 3��'�-�, , - . <br /> � � � 7` <br /> C � � � ' <br /> � _ ��"�''.. . ��'.�=,� `�.i�ir�u�. �`r'y,���,e7�r- °1� �s:S � . <br /> Z �..4if�f�i�..: �.Js:'=}Ji.sC.:Y� �.. <br /> � � ���'�s=,s�s.�'s���`�� j <br /> Q ?��e.,a...-.- _ ��--��'E>i�dw.s� ��- _ ; <br /> ; C ALL 48 H O U R S � � � � n ����t���������������a� �������, �� ������� <br /> � � � � � u¢ p �+ <br /> �1�4�`�4 L� <br /> \^ . . <br /> o _ SCALE IN FEET � ��� ��=�r�ti��� � � <br /> BEFORE YOU DtG � _ � - _� ��� ����7s�� ��� ����������d� �.�� ��� �� ,, ., <br /> ¢ _ � � ... 2�-� ���a�3�e�a���� # <br /> f��a����- ��¢��avr��, ��� r��� �a���s a�� NOTE: I-'�-��I <br /> p � � � , �ta$�` ��e.� , ,r��f i[;j� <br /> � 1��6a,�t9���6V9a�, �'��C� r> » ) <br /> � 20 0 � 20 40 � �,�.� �:���� �- �_ ,� a t �� IF L DO�S NOT � MEAStJRE 1 <br /> 1-840-424-5555 � _ � - <br /> � ADJUST SCALES ACCORpINGLY. <br /> r�r`3 (�t�C� I r{J( j✓iZ {9P _.-. , <br /> . _ _ :..-::..,�. . . <br /> � .,�.� <br /> N <br /> / . � _ PROJECT ENGINEER: SCALE � / °�- <br /> � <br /> � � � � � � � V � � � � 1 DWG. N0. <br /> a � I I I � I ��.�nA A�, H. KUYPER AS NOTED _ � �Y � <br /> � O� O ' ��' - o DESIGNED BY: OATE: <br /> N�RTH M�RINA REDEV�LOPMENT <br /> R. AWAD AUGUST 4, 200c ��F�ASTRUCTURE P�1�5E 1 ��P No. 3-0 `-003-09 <br /> 728 134th Street SW ' Su�l� 200 i 'V�� DRAWN BY: � CHECKED BY: <br /> O � YO 1 1� � <br /> N Everett, Washin ton 98204 °���'�jSTE°���w� G. MENDENHALL M. CREEDEN � �A � � � � � ��� .�. � �`�"' �v`� ` NRoOJECT _ _ <br /> P.o. BOX 538 9 ss ; � � P D N M Z o 0 5�0 6 <br /> �`� j�NAL E APPROVED BY: <br /> 0 0 8 4 0 6 P E R M I T A P P R O V A L C O N S T R U C T 1�N <br /> EVEREiT, WA 98206 / _ ExPiRES ; 01 02� Q � � ! � � 1 . � � � N �/-`� LJ V V � <br /> . Ph: 425 741-3800 " " <br /> Q (425) 259-3164 JOB No. 21-04-015 N0. DATE BY RE�1lSION N0: D A T E B Y R E V l S I ON r � � � S H E E T N 0. 3q- o F /�3 <br />