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J Y "- - _' -_ � . . <br /> ' _ 1 <br /> 'C� �'I `''��� a _�:�1 ��iv�way i _ _ �o�� s��E4 NEW IE=556.1 1 Y� a��vE��vaY �� Y� �; c�n�c, siaEw�K o a <br /> C � � � <br /> � a. <br /> ` 'p� � � `'-- �^J1 GR�1SS 15LF 8" DIP �5.93% pq � �� � -- � � ��;,,;, �, P �' - <br /> �, � S � � _.._ j �� � � a � <br /> �., :� - �- - _ ._..___._ _.__--______ _ _ <br /> - •p, � _ r_.__ ---._ _.,___ � _________ � �-7 8" CUT ,�� <br /> ti�, � -� U _"'-- --�-------- ----------- - - ��� - - - =----- -- ----- - ' --- ❑ - ------------- <br /> ` --fir- �° - NfER <br /> LT RT -- --_._ _ CUT io" �a„ ' ;as��,��� ., � ! r- <br /> STA 58+12.0 � - - - -C� - C11Z - _ _ _ _ � �--�' GRASS r" <br /> � e / .0 5.0 6.0 C.1 __rr__ -�- - <br /> (36.0 RT) ,� `�' # � <br /> � � �� � � CB #21 � �6„ � � � � , � ..� CB 22 � H���;n�� <br /> ,, , <br /> � \ N � � PLANTER PLA�TER � ^RM1'�r $.. � _ � ASS <br /> '- ' J <br /> � � LT RT � � ,� ;��i�3� 23'Xcar� 4 cH <br /> STA 57+93.6 c CONC. 5I WALK <br /> o, 6.0 5.0 10.0 BUILDING � ,, <br /> I � ---- , <br /> (52.9' RT) �= `� � ----------�---------------- �/ <br /> I %f� ------A�P�1.�---------- <br /> � --------- P NTER `�� - h <br /> yI ---- c-------- ---- --------- � - - - - <br /> � ���a� - - - � BUILDING <br /> .9' 6 1 ' i 6 .8' <br /> � <br /> I <br /> � 580 � 580 � <br /> � <br /> E � � <br /> r�i <br /> Z N � <br /> � � � <br /> � d' F�- J , <br /> T <br /> 'v <br /> � �j W <br /> m <br /> 3 0 � <br /> � 0 + � <br /> a •- ,-' <br /> � SEE CURB RETURNS E ISTING GRAD ALONG � cO � ,-- " <br /> SUPE ELEVATION ' <br /> � FOR CURB LEVATIONS 7 TH ST SW C NSTRUCTION + Q � --"� <br /> � 57O IN 'NIDE ED ROADWA � o �- 'n o <br /> � INFOR ATION DWG PV1 -PV4 & PD3. C NTERLINE � __ �� <br /> o PVI STA: 9+60.Q0 o c° `r . II , - �J 7� <br /> .- - <br /> � . , <br /> N CB#27 TYPE 1 o K:1 .39 � c~n `n d �' ---'�� , <br /> cn _,�_ <br /> � STA 57+61 .43 (62.47' RT) � ? LVC: 0.00 0 � a J ._,__- <br /> a GE=562.14 o N o 0 0 0 `D � Q W _---' � <br /> o $" �`" '+�_� (E) ��}�iO.G� a+o � o a o o � `n __ ____ <br /> Q ii �r-r�o_�c lf� N � O CO N I <br /> � � �---�� (N) �60.0� �� _ __-- <br /> � � w � a � w _ _-4,��°Io . <br /> �� _- <br /> � � w � w Q - <br /> � ---_ � � __-- -�- o <br /> �, cn m cn W -���"_ -- <br /> ���o�� ����' �� <br /> w -- - ---------- 1.56% m j ___ ____- -- <br /> .� 5 6 0 _ � ---------_ <br /> � -------- _____--- <br /> -- <br /> `--- -- ^ ROFIL AT Record Drawing has been prepared, in part, based <br /> �� -- --------- ------ <br /> ,. <br /> - ---- <br /> � r AWCUT LINE on"As-Buiit"information provided by others.Though <br /> the as-built information and this drawing are based on <br /> � �` the best available information, no presumption should <br /> � � � PROPOSED LOW LINE e made regarding the drawing's accuracy. <br /> .� � 48LF ?�» �IP �C.��a � , <br /> AT CURB CB#22 CB TYPE 1 <br /> \ ��� <br /> "' STA 61+21.00 (28.97' RT) - �- <br /> c`�o � 31 LF '`" o:'� �C.��o <br /> GE=565.40 igned By Date <br /> ~ �`"` 8" IE=563.20 (N) � Permit lnspector <br /> � P'� , <br /> 3 � CB#28 TYPE 1 � � �� �� : � . � <br /> Print Name &Title� ` a <br /> � a�x STA 57+98.57 (41 .67' RT) ����_ � � <br /> � � GE=561 .94 EXI.�TIN ELEVATION LONG CB#21 CB TYPE 1 <br /> o °�xi 5� 12" IE=���.�� (W) 751;-I S SW CONST UCTION STA 59+48.69 (35.Q0' RT) <br /> = ' GE=560.18 5 5 0 <br /> � ,� � :7 <br /> � � 8" IE=557.00 (NE) <br /> o � PRc)PO ED FLOW LI E <br /> ��, E!�VAT ON AT CURB <br /> � <br /> , <br /> � ��,:. 545 � <br /> 545 <br /> � ; �A <br /> � �" 57 + 50 58+00 59 +00 60 +00 61 +00 62+00 62+50 <br /> � <br /> 0 <br /> U T_ _-� a. <br /> j <br /> � co M o0 �t- � cD r tn d- I� N O O � tn O � � 1� O r'') � r'') �-- I� M � � , <br /> � 00 t� 0� �"� o I� �C� I"� 1"� � � � � � c0 Il� I`� N I'� d- d- f� o I`� CO � t� <br /> a � � . N . I� . r7 � � . c0 r7 O I� � N N �F . � . �h . O � tf') . �t' 1� tt) I� . O . � t� <br /> �'`� N N ' � ' O ' O ' � d � O O � ' N � d' � CO I� 00 d� N ' I'� d' <br /> � �O � �p � c� N �pN �p `- �p `- c9 `- cfl � cfl � c0 � cD � c0 � c0 � cD � c� '- c0N c0N c0 � c� � cfl � Co � Co � cfl � I� � I� � I� � I� <br /> o � cD c� cfl cD c0 cp c0 cD c� cD tD c0 c0 tD cD cD c0 tD cD c0 cD � cfl t� I� I� <br /> � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � <br /> N <br /> � <br /> m <br /> O <br /> d <br /> � <br /> N <br /> � , . <br /> �, GENERAL NOTES: , <br /> � 1 . FOR FRONTAGE CHANNELIZATION INFORMRTION SEE PV1 -PV4. ° NAVD88 <br /> � <br /> 0 <br /> U <br /> � <br /> X � <br /> m �4��.� Know what's belOW. 3 <br /> � ��, af wAsy,� C111 before you dig. <br /> 3�7�17 CHANGE ORDER N0.1-RESPONSE TO CITY PERMIT COMMENTS MC DS � c `� C 0 M M U N ITY TRAN S IT Drawing ►vo. <br /> � } ; � �,�� � � Drawn By Date SCALE <br /> `n '" ���.'""�_ 3 16 17 <br /> � ��� ��°� � �"'� Designed By Horiz FP2 <br /> �������� � �� � � � � � �380, � 3 16 „ ,»=20� SEAWAY TRANSIT CENTER . <br /> ti r�,,r �� �,� `� PERM IT SET -�-�- <br /> 0 2707 COLBY AVENUE,SUITE 900 � � �� f'�s �1sT�.� ,��`'`� Checked By ve�t Sheet No. <br /> ��_.r. <br /> N EVERETT,WA 98201 :�a� �fa �, r -` �a/�A( E� 3 16 �� 43 <br /> N 425.25z.noo � 800.615.9900 Approved By Project Number F R 0 N T A G E I M P R O V E M E N T P L A N �� <br /> � No. Da te Revision By A p p r. � � .... � � 2 0 1 1 0 1 5 5.0 2 7 <br /> of Total <br /> :, <br />