|
, _ _� _.,, : __ .. : - _. 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 />
|