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<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 }
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<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 �
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<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 />
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