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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 <br />