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_ S.�' �'. , 8 T e 2 9 N.
<br /> . ' R . �E. W. 1�le -
<br /> , - � � E _ . � � _ . � , 9 �
<br /> � i 3 : i � [ � � i
<br /> AP STA 27+97.07 � ' ` ' � � � � ` � `
<br /> � � s��:o2' ��T ' � � �� � ��°=� � ! � � � � � � � � LEGEND:
<br /> ��.
<br /> _ > > > - �
<br /> LOW POINT _ �.��,.__. . _� �._... : 3 � � ! � ; ;
<br /> M._ .�
<br /> ,,� � '� EDGE OF PAVEMENT BREAKLINE
<br /> X123.45 SPOT ELEVATION, FINISHED GRADE
<br /> � �` �� BID PACKAGE 13 �. PROFILE PER AT�N�r
<br /> �' � � j MATCH� CRAFTS AN DISTRICT PROJECT SHEET C3.5 N� Sj,4 25+ 1/2 1/2 DELTA OF CURVE OR 1/2
<br /> ,.. � � 5 _ S£E
<br /> POINT ALONG A STRAIGHT LINE
<br /> J TH/S Sy 1/4 1/4 DELTA OF CURVE OR 1/4
<br /> � ���� o ,
<br /> 0
<br /> � l � EET POINT ALONG A STRAIGHT LINE
<br /> �, ; 16.75 16.95 + ,�_w.�.. � � � � � i � ._.� ,.�
<br /> , �
<br /> 17.71���� _ �
<br /> a� � �rb
<br /> r = i � i i � € 't ' �
<br /> �. .� .m.� __. .____ ,.._._ :�. .�.� �: . _ �� �EOP 17.15 � � = 7 � AP ANGLE POINT
<br /> ��� G� 6' ' ' i i i j ; i �' _.
<br /> ME < •6, EOP ( `� 17.35 ; s � � `� 3 �� �
<br /> `�" ' ``� BOW BACK OF WALK
<br /> ���
<br /> EDGE OF �6' 6' °�EOP ; ` � � � � '
<br /> ESPLANADE �� �'��p � ,, #_.._ ._ .�,. __. ._..��_ �w....�.._ ..,.._ __..� � € � � �o � ��� � ME MATCH EXISTING GRADE
<br /> v __. � _ .�. ..�
<br /> 2ND STA 27+56.10 36.0' LT ! � ` ' �
<br /> j � ; < ; � ? 7 hX 'f� �` �,�, � LP LOW POINT
<br /> � �� � � CENTER �POINT � i j i r � ; ; ;`�� �`��',�, `l� ,�' �,r���'����. ` �'{,
<br /> � 98 � � � < � ! ; i i i E i � tS�J, � ����, �-i SF�'AL� GL GUTTER �LINE
<br /> 48' 17.55 �, �
<br /> � �OP ����� ' � ' � � ��--'� � ��� � f� � `� ���, �'S'js�' EOP EDGE OF PAVEMENT
<br /> � �` CURVE D �' �%� �`�� C� '�`
<br /> SEE SHEET C5.2 ,�� /�' �> S G� ��` S'S' �=��=��-�'==�-=� TRENCH DRAIN PER STORM DRAINAGE
<br /> � �`� L� F� PLAN AND PROFILE SHEEfS
<br /> 1 L.18 / 17.43 EOP 7 � / ,'r l., ,.a �,y '96' .
<br /> / � , �' �s �.
<br /> ,�
<br /> ��.49 �// �� sxp� ,�� ,,�' � StiF �� .,. GENERAL NOTES;
<br /> �
<br /> �..
<br /> ESPLAN D �� � _ � � � ; J�Ci �` � �!� r,��T,yy,�,�, t�"�, � 1 . SEE SHEET G1 .4 FOR DATUM INFORMATION
<br /> (MIDPOINT) 16.98 / � �g ; � ; ; � ; '�' : AND HORIZONTAL CONTROL TABLE.
<br /> GL tg• J�C� ', �� �`s�`S�.q'��,S . �„' �
<br /> / � 24 `
<br /> I = � ; � � j �
<br /> ' Q' �`°�,. \� \'S'S 9��,d'Sx X06 s' ,... ; 2. FOR ROADWAY SECTIONS S ETS C2.2 TO C2.5
<br /> � �
<br /> � TYP ; f t ? ' � ' �� CURVE E � . T x 06' •8� �_ ___ .__....:-:�..e__��__...___
<br /> �9 sr . ��
<br /> t ' �.,� �_� �:� �6_ _ ` ' � � ' � � � �
<br /> �6.78 �.: .� � _x. _ w._._, �.__ m_� ;�� SEE SHEET C5.2 .s �s •,g9 � �-
<br /> GL � "�.,., 6 x o '�� ; �
<br /> 9'y0
<br /> � 17.59 _._ __ � �,� __ � _ � _�:���___ _.n __~~� 20.92 �SO °;.. , N TE.
<br /> PRC, LOW POINT 7.46 � _ 20.7 F� ��� � �` ��°�,�� �
<br /> � c� � oo FL ? m��� �,;�1 � ALL CURB ELEVATIONS LABELED
<br /> o � a" � " - ,i� �`��.���. ALONG FLOW LINE.
<br /> + �� ti . � ,� ' ;�.
<br /> � 17.33 (
<br /> 7.83 N LOW P01 NT '; ? ''F 'f p
<br /> ...� ;%
<br /> EDGE OF � � \ � �'��/
<br /> w �'�� � ��
<br /> ESPLANADE CURVE G � � ' �' ' � �''
<br /> ,
<br /> SEE THIS SHEET W l ��'x� � ,� �...�'� �,.`�
<br /> > � � 0 / ��
<br /> 2ND STA 27+16 Q �..� � ��� �
<br /> �� �`���
<br /> END ROADWAY PROFILE PC z � ,,
<br /> 17.85 � ��
<br /> N � �" -, �:
<br /> 18.9fi 18.22 17.59X � �,�,
<br /> � �� '�
<br /> BOW �� , ,
<br /> ,
<br /> � �.,
<br /> �
<br /> �
<br /> � CURVE G � � �'
<br /> � = POINT STATION OFFSEf GL ELEV CURVE DATA 7�
<br /> `; PC 2ND 26+63.42 13.00' LT 17.85' DELTA: 74' S4' 1$" �� ` �'�
<br /> ! 1/4 2ND 26+78.83 15.54' LT 17.69' TANGENT: 36.77' \ s�iQ � \�� �D��
<br /> � 1/2 2ND 26+92.61 22.89' LT 17.47' RADIUS: 48.00' ��j, � 2 � PLA�1S APPROVED
<br /> ( ; 3/4 2ND 27+03.29 34.28' LT 17.10' LENGTH: 62.75' / ` ���
<br /> > > � �j � � PUB SERViCfu QA E
<br /> � PRC 2ND 27+09.76 48.50 LT 16.58 x� � Pua��c woRKs
<br /> __, !_
<br /> ( � Gj V EROSION ORAINAGE D�:PARTMENT
<br /> � �' CURVE AB � ---�- TO STARTNGRANYPECANSTRUCT�NRONP7 IS
<br /> -�- � � 4j C�Tf fNG�NEER PR0IECT. APPROVAL FOR THIS PROIECT' IS
<br /> � POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA � CONDITIONAL PER CURRENT STANDARDS
<br /> 22.14
<br /> PT `V � PRC 2ND 24+89.77 12.00' RT 20.32 20.53 DELTA: 22' 13' 26�� �/\X AND EXP4RES u�,�ESS PERMIT
<br /> FOR CONSTRUCTION HAS IIEEN iSSUED
<br /> 17.33 1/4 2ND 24+98.50 12.00' RT 19.82 20.32 TANGENT: 20.03�
<br /> 2ND STA 25+73 LOW POiNT � � ' 1 2 2ND 25+07.22 12.00' RT 19.39 19.89 RADIUS: 102.00' ��P
<br /> 4..__ /
<br /> . J
<br /> �, 3 4 2ND 25+15.95 12.00' RT 18.95 19.45 LENGTH: 39.56' �� �������°,�"`���;,�� ��� E€���, _;���i=__f� �_��___ � �� ..-�� `_ �j =��
<br /> 3 / � � ; �� �� z :, � � ���
<br /> �
<br /> _� . _..
<br /> � `}, PRC 2ND 25+24.68 12.00� RT 18.52 19.02 ��`� ?�f�, � .f `� y�.... �_ ��� �� �;� � Te ��l�f�
<br /> }_ : 3
<br /> f
<br /> �i 18.96 18.22 17.59 � ' CURVE AD P� �� � 3� � � � � i 'y
<br /> , � �;; i �,� �t; ,�' �� ; � �, ; � ��F
<br /> � BOW CL ` p
<br /> �'a�� t E � . 3k� S.� � ^ F�.,,..,.,.. =;J,,�;�J� � 1_, � � t3�`y�
<br /> SEE THIS SHEET -, 3= s � F' ..;�t : _�w � ��.
<br /> �, ; ; CU RVE AC , � a�.� ,. -�. i�,E
<br /> ' _ � ' �'�;
<br /> �- � � ' j � POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA �� .`��� ` �'� - ��-- - - -���� � �-,-r== � � - � ;�
<br /> � 18.38 � a � , � _� � � �.�� � ��,.
<br /> �, 19.12 ; , . � ,� �a` � t €� � ��. �_ � ��}�
<br /> � ; PC 2ND 25+24.68 12.00 RT 18.52 19.02 DELTA: 61 45 58 � � �
<br /> � �BOW 18.01 � �_
<br /> , � ;�� ; ,� ���,
<br /> � ; ; 1/2 2ND 25+35.57 16.32' RT 18.05 18.55 TANGENT: 14.95' ;�`a � � ' ` ` � ''��
<br /> . ,r-„..-L, , � �
<br /> � % � PT 2ND 25+41.68 27.26' RT 17.81 18.31 RADIUS: 25.00' `���� � � � -- - -- , o� N � �"����`
<br /> �_� . ,� � �
<br /> � ., _ _.. .�_ _ .__� _ _.. , ���
<br /> .,
<br /> a. � -: LENGTH: 26.95' jk ;
<br /> j }:,
<br /> � { t� ��/�i xi�. . ._. I ii'3��
<br /> � A����� � � � E ;��
<br /> � ! � r { �` � �'��
<br /> m N,� S � � s �=E; �� ����_
<br /> # � � .� �,
<br /> � � � TA z5 f P`� E . CU RVE AD � �-�� , �� �i
<br /> o � S ,
<br /> � 3 ; KEY MAP } F#4�, � �$,�_
<br /> ,� , �E ��.��
<br /> E � POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA
<br /> � � �� ��`t {_ � i�=��
<br /> � S E HlS S , . , » N NOT TO SCALE �� ���;_�'_.�..;, ��4��'
<br /> � �'/E,E�' PC 2ND 25+57.89 23.00 RT 17.49 17.99 DELTA: 90 00 01 }_, , �, ��;
<br /> 0 1/2 2ND 25+60.82 15.93' RT 17.41 17.91 TANGENT: 10.00' ' ;h - � ���P''
<br /> �.,,��i;
<br /> � CALL 48 �„��URS � � � � PT 2ND 25+67.89 13.00' RT 17.33 17.83 RADIUS: 10.00� sCA�E IN FE� �� ��
<br /> o � � LENGTH: 15.71
<br /> o BEFORE � �YOU DICa � � zo o zo 40 � NOTE, E�-_.�
<br /> � 1-$00-424•SSrJ� � � ADJUST�SCALES ACC RDINGLY.
<br /> ' EARLY �ROADWAY A�ND UTILITIES BID PACKAGE 1�3
<br /> N
<br /> /
<br /> . . . . �� . . �F
<br /> E � A•KjR PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO.
<br /> � ' , � � ' � 8/2 9/0 8 B I D P A G K A G E 1 3 - B I D S E T �.�.�a w as�I�,�,o H. K U Y P E R A S N O T E D
<br /> K? ��S G'�,� DESIGNED BY: DATE: C �• �
<br /> � Qr O 8�$�08 EARLY ROADWAY & UTILITIES NORTH MARINA REDEVELOPMENT ��P �o.
<br /> B�D PACKAGE 13 - REVIE1N R. KIRIAKOS AUGUST 4, 2006 �NF'RASTRUCTURE PHA�SE 1 3-0-003-09
<br /> 0 728 134th Street SW � Suite 2Q0 ,��o � 2282 � ��.� DRAWN BY: CHECKED BY:
<br /> N Everett. Washin ton 98204 � 3/�s/o� CONFORMED SEf RDDENDA 1-4 '�'�S�GISTEg�'�ti� G. MENDENHALL M. CREEDEN G RAD1 N G - PROJECT _
<br /> ,� P.o. BOX 538 g `SI�NAL E� P LA N No. PD-NM-2005 06
<br /> N EVEREi7, WA 98206 Ph: 425 741-3800 � $�4/06 PERMIT APPROVAL/CONSTRUCTION �8 APPROVED aY: �
<br /> °' (425) 259-3164 O�C�� 2 N D AV E . T U R N A R 0 U N D
<br /> a J O B No. 2 1-0 7-0 0 4 N 0. D A T E B Y R E V I S I O N N 0. D A T E 8 Y R E V I S I O N S H E E T N 0. 2 3 O F 8 3
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