Laserfiche WebLink
.. .. ... ... . ... .. ..._-. .__ . ..... . , .._.. ... ... .. ...... .� ..,. -::.�.:..:v.., . .: .. _Y�_.'. ' � <br /> � ` I 1 1 I I I I f I- .. �1LJ �0 � � ,$, O /b � 1 Y O _L Oi O �..LJ��o �' ( O _�lV1L. O . . .. . � .,. . . <br /> ��, � � � � � � ( ( � � , � , , <br /> ` � ► I I ► � i � ► ► L�C`a'�N D: <br /> AP, STA 27+97.07, ` � <br /> 61.02' LT `� � I i I I I I I 1 I <br /> LOW P01 NT - �--- - �- I I ( I I I I i I , C,� C U RVE (D <br /> '� � �` BREAKLINE <br /> ,f'� `; EDGE OF PAVEMENT <br /> _ ` `�� END OF INFRASTRUCTURE X123.45 SPOT ELEVATION, FiNISHED .GRADE <br /> _ - j PHASE 1 PROJECT 1/2 1/2 DELTA; OF CURVE OR 1/2 <br /> .-- , <br /> J SEE CRAFfSMAN DISTRICT PROJECT, BY PND � POINT ALONG A STRAIGHT LINE <br /> � - �� MAT 1/4 1/4 DELTA` OF CURVE OR �1/4 <br /> �,-= .� o : : : - <br /> "} o �. PROF;�.E PER CN <br /> -`-� 16.75 16.95 . + '" � � i � � � � €` t��.� IIN,s�' POINT ALONG A STRAIGHT LINE <br /> ... <br /> 17.47 � -- - - -- �, EOP EOP 17.15 c�v � ! � € ' [ ` � ; � SHEEf C3.5 �'j' <br /> _ _ _ � �`` A ���,�s ` AP ANGLE POINT <br /> ME G� � � i ; i ; � : +, j ; <br /> EDGE F � � '6�6, EOP � , 17.35 � j ; ; € � ; S�� TI-�/S BOW BACK OF WALK <br /> ESPLA ADE G��6', �EOP L - � ^ -, - � - -� ; i i SH <br /> ; -f- �-- -;- - - <br /> \ '':""�� ��r ME MATCH •EXISTING GRADE <br /> � f �� i E t i f € � [ � ' , � � . � , <br /> 2ND STA 27+56.10 36.0 LT ` � � ; �..... ....... ....� <br /> CENTER POINT ' ` ` ' ' ` { �-- ;:,;�.,m �-? LP LOW POINT <br /> : �.. <br /> �698 �Q \ ; � � 3 e . ( f � --- --- __; ...� GL GUTTER LINE � <br /> �8� 17.55 `��. ' : : E � ` � o = <br /> �OP � -` � � ' � f t -'� � � - � EOP EQGE OF PAVEMENT <br /> �?J,, c�,h ���'::•,_ � TRENCH DRAIN PER STORM DRAINAGE <br /> 17.18 17.43 17.67 PLAN AND PROFILE SHEEfS - <br /> 'S'�,,.�` / �a.l <br /> L �� EOP ��fi 19.69 �,.,.{ �•�1. <br /> ��.25 �� � �'� cu�vE � .}�; `� - , G�NERAL NtJTES. , - <br /> M E / / SEE SHEEf C5.2 -..20.43 ,�� <br /> � / - 1 . SEE SHEET G1 .4 FOR DATUM INFORMATION <br /> EDGE F � � -� � ( I I I I I � � � B�� ���� AND HORIZONTAL CONTROL TABLE. <br /> ESPLA ADE 16.98 / � I r��f � I i I I I I , <br /> S 21 .41 20.93 ,,�` <br /> GL � / �P � � I I I I i I X�O BOW g��� -' �2T 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 <br /> ��.78 � i ,� - -� _ _�-- _ 1 =_I_ _ L _ _1 J�, � �,_._. ��`��''S'�s�. , � �. <br /> GL � <br /> ; <br /> . <br /> . ._- ,-�- _ _ , ��'/ '�T S� '�� �s '� � 1�C)`�'�: � <br /> / �. � .� -- <br /> 17.59 17.33 ° 16.96 -17.70T�^� - -- ' �' � F 'S' q �'S XD i <br /> PRC, LOW POINT I � I Q ` 2 x 6' <br /> c� � � eow ��/ CURVE E ' � s�'y �X�, �6 '�� � - ' ALL CURB ELEVATIONS LABELED : . <br /> . .....=--�--- <br /> o ' � , SEE SHEET C5.2 � " .�'6 �S �9 �� �'�r ALONG FLOW LINE. � � <br /> o � S 9 ,y� � _ <br /> + ; � �:f cS x -9 � ; .. <br /> '' 20.92 . �p O � - � <br /> � E 20.7F`i,� FL GG <br /> ; <br /> 17.59 N �- , . <br /> � o FL '`., - _ � <br /> M E � l o � .� _-. - ' : <br /> EUGE OF W : I �,�`j 4'` ' <br /> r,, ;�"�,;,�� <br /> ,`� <br /> ESPLANADE CUftVE G z � �, , - _ <br /> SEE THIS SHEET W 3 I '°:_�- ;:'` - ,-:,w. <br /> > ' I , - <br /> Q � ` � � � . <br /> 2ND STA 27+16 ' . <br /> . _. . <br /> 1 L ,' r ,' <br /> END ROADWAY PROFILE PC Z.� / 8s 4 <br /> 17.85 N � x� '�� r �� , . <br /> 18.96 ( - = � <br /> BOW 18.22 17.59 ' D } <br /> CL f � \ �ti� ` __ <br /> � { , _ <br /> ~�� <br /> : <br /> � � , <br /> - .�`s ;. <br /> � � � �. - - , <br /> ! � <br /> �_ry �, <br /> � :i� <br /> � �, ,��_ .,. , A. <br /> � <br /> � � � .� E��, ��ft 3 ...�)� � ��`'� � i �'"'` ' : � <br /> . 9 t �. �1 1'^� � � �' l c} `+'' ) t �i a�F��r � <br /> . I I I ��� - 3 .. .� _ >.....� ��._ ..�_� ��- Y : f�."ts�� j , <br /> ��� �J F1'^ �' `a �( � Y`��i F'�'l" -. :i <br /> � �� - � � � U�u � � � ��Q�� �, � <br /> � - � J4'�`���.__ - ' <br /> \ �!� bC�. � l �.��,�;�r--x� '"5`r?§>. . ��''�"�'� {'`' �i.��ay j� <br /> � •� � � � � ��.r',�,i�a'�,! ,,' <br /> �� ' ' � � ---° j <br /> O f.. � ��_�r-_--- <br /> ,;. , � <br /> � � -- � �� � :.'fltir��� �r��rra � � _. ` � <br /> � � � �. <br /> r'i95 !�'� o"��r3Ku �F`�3l� 17�: F<.ES L�{z�E.i e ral�� <br /> ' �� � � � y� � � _ � : . �Tj ..�t�`r ili�iG A�i'�1�' GO�`J`s(�UGa �iS �i�7 t� <br /> � � � k �>��°�.` :f��'a���! )�'��{ � F"(. .�i''Pili3llr\�_ `�t✓r`i 7?5'a r�r��,:cr'� q ? <br /> N � X�O ''� �� ' F�a .. <br /> I � � a ,; °�r��,�s��at�����w��,��€�{J7e���a�au a ,� <br /> ,f � �nt�S1�J r�`�[��d� �,. 'G/PdL � "Y`c'7A9�i; <br /> � <br /> 2ND STA 25+73 1 �r o�� � �sT���-r���� L4>> � �� �� 4, <br /> \ �;�. � / �...� .�.� �.�., ._. . ... .,�� . . <br /> � 22.14 �, <br /> .. "! "�'�' <br /> I �� e�i �! 41�'���Ib,1���1 4��.�{f�il_fa„�lIE LI L �� � , �I� _ a-( ..._,4 l �1��'I. . . <br /> C3+ j t _ ._-. ,.-,�rr �-' .; � �� i .�'@'^_ ` i 4 <br /> Z� � � <br /> . 17.59 16.9 17.70 , �� � � ��� �' �� � � � �� <br /> 18.96 18 22 �. � F �- �i � �� � -� �� `x''. <br /> ,� � ,;` ��:�� ��� ,� � �� � �,._,�, �, i_ <br /> BOW CL BOW � � � ' <br /> � ��i�� �-y • (._�� r�� J .,� i`s 3 -�- � � � 9 � � j <br /> 1 <br /> i I; � � �v �l� _ ��� � ���___,i�;`-��3: � � �� ir' <br /> \� E � � � , ��1J� ,�:. t --, t � ;,4 <br /> � �3 � _ - ka <br /> t ip � �� i � <br /> , ,� <br /> - - -- <br /> �. :..= --. ---- -- - <br /> �t � <br /> 19.12 � • , ,� �R '; ;-1 E �� , (� �� ���i! � <br /> 18.38 17.49 C,� i d! � � � � � � <br /> BOW 18.01 17�a8 17.70 �� ����, P r � �a �� 1� �i =--� �- t� b'. <br /> �� rj f � , v-v'��-,�v--J-uw�-.� v---a�� � � i,��,, <br /> 17.59 € BOW �u��/� G f_f� , ___ ____� _ _.__._.�., ��� ...: _ -- :. - _._ : - R _,..._��y .�- ��,; <br /> E <br /> 3 1 , .50 ! -� �; . `���-- .�-� �,�'; <br /> : POINT STATION OFFSEI" GL ELEV CURVE DATA .�_ ,� <br /> �° MATC/.� 17.71 �OW ; PC 2ND 26+63.42 13.00' LT 17.85' DELTA: 74° 54' 18" � � � ��������;, <br /> € , , , s r,,C!�- �_' ����,t. <br /> � �NE $T E 1/4 2ND 26+78.83 15.54 LT 17.69 TANGENT: 36.77 �� , ,,�z...__,�-� l��F.. <br /> �. A 2��35 _ � � � ,��� , , , ���,.. <br /> i' S 1/2 2ND 26+92.61 22.89' LT 17.47' RADIUS: 48.00° KEY MAP ,� ��'�;"1' I "���� <br /> i � �..� 3r �� <br /> �' EE rH1 � 3/4 2Na 27+03.29 34.28' LT 17.10' LENGTH: 62.75' NOT TO SCALE ,�4 ��1�' � -i�,. ����� <br /> , ,� � �� �� <br /> � <br /> � S��Er PRC 2ND 27+09.76 48.50' L7 16.58' � � __, _--- ��� ��; <br /> � �.�� _ ����� <br /> •N <br /> � <br /> � CALL 48 HOURS <br /> � »�» <br /> r p ' NOTE: I-�----r-�-1 <br /> a G�EFQ�� �OU DIG SCALE IN FEET <br /> / <br /> N �•8�Q�424��555 � _ _ - , �� . 4 . ; ADJ'USTDSCAL S�A CQ�fJINGLYY' <br /> � 20 Q 20 40 <br /> � <br /> N . . _ _ __ . . <br /> � <br /> PROJECT ENGINEER: SCALE: � � � � � � � � � � � � DWG. NO. <br /> a � • � � � • ' �.�o����� , ,� H. KUYPER AS NOTED <br /> cO �� �� DESIGNED BYt DATE: � � r � <br /> � �� 0 �' . UST 4 200� NC�R`fH MARINA R�D�VE�.OPMENT ��P No. <br /> R AWAD AUG > [NFRASTRUCTU�� PHASE 1 3-0-003--0� <br /> a 728 134th Street SW ' S��l� ZOQ , < ��'�`��, DRAWN BY: CHECKED BY: : <br /> o +� <br /> � 4z2sa � �v <br /> � P.o. BOX 538 Everett. Washington 98204 �� �GzsTER�����' G. MENDENHALL M. CREEDEN � ��� � � � � L�� PROJECT <br /> sSjorrAL ��� -`" No• PD-NM-2Q05-06 <br /> � EVEREtT, WA 98206 � 8/4/06 PERMIT APPROVAL/CONSTRUCTION w � <br /> APPROVED BY: <br /> � Ph: 425 741-3800 EXP�RES o,io2i�� � � � A�/ � . T U � N A R t� U N D <br /> Q (425) 259-3164 J O B N o. 2 1-0 4-0 1 5 <br /> N 0. D A T E B Y R E V l S 1 0 N N 0. �A T E B Y R�/I S I O N SHEET N0. <br /> 32 oF �83 <br />