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<br /> PAVI NG NOTES
<br /> _ i �, SF� c�F�T�2.n� FnQ r�niFQnl t.1nTF�. � �
<br /> 2. ALL DIMENSIONS ARE TO BACK OF
<br /> ICURB UNLESS NOTED OTHERWISE.
<br /> L E G E N D VAA,LLC 763 559 9100
<br /> � 2300 Berkshire Lane N,Suite 200 www.vaaeng.com
<br /> Prymouth,MN 55441 Project#205013
<br /> PROPERTY LINE
<br /> NOiICt iHE PESI6N SHC1wN AN�PFSCfttBELI HEFEIN INC�UOINGALL iFQINICAL
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<br /> � R�CO�C� L� RA ENG , �'= � ;; �� KEY N4TES (� � � N
<br /> W This Record Drawing has been prepared, in part, based �, I � � �
<br /> � I o n"A s-B u i l t"i n f o r m a t i o n p r o v i d e d b y o t h e r s.T h o u gh N 85�6 BITUMINOUS PAVEMENT, MATCH EXISTING PAVEMENT SECTION � � .� �
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<br /> the as-built information and this drawing are based on � � - �' O AND ELEVATION
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<br /> � the best available information, no presumption should " � y �_ ` vy � , _
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<br /> z o, be made regardingthe drawing's accuracy. ' '; , � i ! �U ''`"�� ``, �'" `'``.''` ` ��'��;`J.`' � (n �
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<br /> D � 6617 ASSOCIATED BOULEVARD . � per`r"t'nspe�t°r � �; ; 6611 ASSOCIATED BOULEVARD � - � � '� j
<br /> Pnnt Name &Title � `� I �� 5 RIDE SHARE SHELTER, SEE ARCHITECTURAL PLANS
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<br /> � I LOT � ( �_�' � BINDING SITE PLAN N�. O7-OOZ O CONCRETE PAVEMENT. SEE DETAIL G5001/C5.01
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<br /> � BINDING SITE PLAN NO. 07-002 ;� � � RECORDING NO. 200708315005 DESCRIPTION � DATE
<br /> � o � ��� s DOCKZILLA RAMP. SEE DETAIL DTG4011415/C5.02
<br /> CONNECTION TO LIVE WATERMAIN RECORDING NO. 200708315005 Q y f� I O PERMITSET o os.o,.zo2o
<br /> ITO BE PERFORMED ONLY BY CITY � ; O EXISTING 15'WATER EASEMENT. CITYCOMMENTS 1 07.31.2020
<br /> EXISTING VORTECHS VAULT � � _
<br /> _ 1 n� ��i�Q�TT �ni o TG Q n i�ii c i n ni AND STORMFILTER MH ;i r�r r �w �r►r T � �w � ' �_ n OVERHEAD BAY DOOR. SEE ARCHITECTURAL PLANS. CITY COMMENTS 2 08.17.2020
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<br /> 1� � ' '- ' � ` �LL iIV�� � � �JI�
<br /> ; ISSUED FOR CONST. 3 09.01.2020
<br /> � � - � CONTRACTOR TO SERVICE AND �, � .� �� ( � �i 15' STORM DRAINAGE EASEMENT
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<br /> , I IFC REVISIONS 4 09.28.2020
<br /> SHEET C2.02 � �.:
<br /> r- Exisrwc�z°PVC STORM � FOR ENLARGED PLAN ` '•��•� • '•� + NEW FIRE HYDRANT LOCATION. ALL HYDRANT LINES ARE
<br /> i PIPE(NOTSURVEYED) Q - as oECREE eENo �' � �' :I �z REQUIRED TO BE 6" DIP (CLASS 52). SEE DETAIL 507/C5.01
<br /> � WITH CLEANOUT � �
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<br /> ; -- 45 DEGREE BEND � '
<br /> i ; ; - corvrRacroR ro coNFiRM �� ,� �- ae oECREE eErvo i ` �- .�# �.. . I� 13 CONCRETE VALLEY GUTTER. SEE DETAIL C-5034/C5.01
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<br /> 15.0 � c�� . . . . � .. .. . ; . •� . . . �. . � : .: , cuRRENT RiM E�EVATiory=azs sa� =- ;a� �' �-�---=_ ""''' "*,' zo RELOCATED CLEANO T
<br /> ILITY EASEMENT LINE -- �RZ.O� � :' ;-- R'I 9.S� ;'` - � � �� . :, . �.• :� • .. .`' ' :. . ; ... . NEW RIM ELEVATION=429.8T l � � � � u
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<br /> 6
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<br /> r \ : � : , R'I7.O ` �I -' �� � �-<_,_ . ,� ' 3O�SETBACK LINE NEW RIM ELEVATION=43�.10' -` _'_ .� . , ' ; I; : � , � �� � „= �4 � ' j' / 1
<br /> I � � � ,, �- �2 -:.__ I 9 � NEW RIM ELEVATION=431.16' �_ . ', __ �3 ; (;i ' ' s I ; I 23 � ; ; .
<br /> � -" -J I � � � `- 2 NEW RIM ELEVATION=431.23� _ 2 -� 4-- 14 �___ . _ _ ; , !i li O CONCRETE RAMP AND RAILING. SEE ARCHITECTURAL
<br /> _ _ . . �
<br /> RPBA F�R CGE STANGARG ., 1 ... . . . . � .. �./ � ..*O ,'���� - ��, � � . - I� O . --_ - ,-
<br /> DRAWING 518 1NSTALLED � ' � ' _ --'-"`
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<br /> BY CONTRACTOR L--_. Q . - � -
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<br /> � '� �- ��� ;� � <-�n�����- Ex-N,rM �, � _ -
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<br /> 2 _ ` 3 i ` � ASSOCIATED BLVD �, � � , _ _ � , , EX-W�M L,� J� M-�-
<br /> � __� _ __ ASSOCIATE _
<br /> - � 72
<br /> : _
<br /> _ _ � _ __ _ ___ __�
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<br /> 3"METER AND BYPASS PER COE STANDARD "� �__�
<br /> _� - �. _ -- - __ _ ___ _ , . PARKING
<br /> DRAWING 504-INSTALLED BY CONTRACTOR. � � �
<br /> COE TO PLUMB WATER LINE FROM MAIN RO�ECT STATUS
<br /> � �,� -- _ �`_. .__ ` - -
<br /> i iinvu�an on�noivt v��.viv i rvu,i�n �� - WET TAP 16"DIP WITH 6"D�P �J•�j�+ �.Tj `� .(
<br /> . ; - ' _ ._ _' ' z .,_.-. ._ � ,.
<br /> .__ ...._._._..... V�ll Y 1 ���1�Y� �V
<br /> INSTALLED VAULT AND SET METER. 52 LF-6"CL 52 DIP Issued For Construction
<br /> F�RE HYDRANT ASSEMBLY PER COE STANDARD
<br /> - DRAWING 507.CONNECTION TO LIVE MAIN SHALL BE
<br /> � 3' DOMESTIC SERVICE CONNECTION TO 16"LIVE MAIN. `�
<br /> CONNECTION TO LIVE MAIN SHAL�BE PERFORMED PERFORMED BY CITY OF EVERETT WATER CREWS ADA PAR KI N �
<br /> BY CITY OF EVERETT WATER CREWS UNDER SEPERATE UNDER SEPARATE UTILITY PERMIT BASED ON A COST OB NUMBER
<br /> UTILITY PERMIT BASED ON A COST ESTIMATE PREPARED ESTIMATE PREPARED BY THE WATER DEPARTMENT
<br /> BY THE WATER DEPARTMENT AND PAID FOR BY THE AND PAID FOR BY THE OWNER/CONTRACTOR TOTAL 111 5
<br /> OWNER/CONTRACTOR.
<br /> RAWN Y H K Y
<br /> ^ ARH AMB
<br /> � Yfl.o.���,�,�,,��.�..�..��..,.�.�
<br /> 4 SHEET TITLE
<br /> ENLARGED SITE,
<br /> NORTH PAVING AND
<br /> � ENLARGED SITE PAVING AND UTILITY PLAN UTILITYPLAN
<br /> C2.03 1"=30' SHEET NUMBER
<br /> n �n� crn nn�
<br /> ti' - °_ __ _
<br /> C2 . 03
<br />
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