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<br /> I General Notes-Existinq Conditions and Demolition Plan General N�tes-Site I m o �
<br /> A. All utilities on site and in adjacent R.O.W.shall be located b y the Under ground Utilities L o c a t e S e r v i c e(1 8 0 0-4 2 4- A S e e g e n e r a l n o t e°A"o n E x i s t i n g C o n di ti o n s a n d D e m o li tion P�an regar ding loca ting existing utilities I � � �
<br /> 5555)at the direction of the Contractor prior to commencement of the work. B. prior to construction. � � 3
<br /> B. All items designated for removal shall be disposed of off-site in a Iegal and acceptable manner or as otherwise C. For topsoil requirements,see Grading Plan notes. I m W t
<br /> ! specified in the drawings.
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<br /> � D. All existing features and plantings shall remain intact and shall survive the construction process in a healthy,
<br /> C. All areas to be graded shall have topsoil removed.See grading,drainage&utilities plan. Also see Note"D"-This vigorous condition or they shall be replaced bythe Contractor at no additional expense to the Owner.The
<br /> ; sheet Contractor shall include in his price the necessary precautions such as snow fences to ailow plantings and other
<br /> features to survive the construction process.
<br /> D. All excavated topsoil shall be stockpiled re-used by the Contractor or,if construction yields additional topsoil,it
<br /> shali be stockpiled on-site in an area designated by the Owner or Landscape Architect.AddBional topsoil E. All non-�vritten dimensions shall be scaled from the drawings using a standard engineer's scale,shall be marked ' m
<br /> importation,if necessary,shall be at additional expense,following the Owner's authorization.Also see grading and in the field by the Contractor and shall be reviewed in the field b the Pro ect Mana er nor to construction �
<br /> utilities plan and landscape plan. Y 1 9 p�
<br /> F. Ail curves shail be smooth and continuous as shown in the drawings.Sharp bends or kinks in pavement shall be v
<br /> E. All work shali be performed in compliance with the codes,ordinances,and restrictions of the City of Everett.The removed and replaced by the Contractor at no additional expense to the Owner.
<br /> Contractor shali review the Contract Documents wdh the Building Dept.staff prior to commencing with the work
<br /> and prior to ordering materials.Also see supplemental conditions in the project manual. G. All screened feffiures are existing. �
<br /> General Notes–Gradinp and Utilities Plan H. Aii isolation and control joints shail be located where shown in the drawings.Where none are shown,the �
<br /> Contractor shall review them with the Project Manager prior to construction.The Project Manager shall prepare a � Z
<br /> A. See general note"A"-Existing Conditions&Demolition Plan,regarding locating existing utilities prior to scoring plan showing all control and isolation joints as specified in the technical specifications and drawings,and W
<br /> construction. shall review the pian with the Contractor prior to construction. ^ �
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<br /> B. The Contractor shall allow adequate time to fieid verify existing elevations prior to construction and shall notify the I �
<br /> Project Manager immediately if any discrepancies exist. >
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<br /> � C. Aii areas to be re-graded shall have turf/topsoil removed.Aiso see general notes"C"and"D"-Existing Conditions Q �
<br /> o and Demolition Pian. A'�, l w�.}.� � ���,5 �'1 �M�f I b-oo5 and s��16-022. I w Z �O
<br /> o`� �� � f. Pro�e� tnu.�- r�m�y ���
<br /> D. Take special care to check the site periodically so as not to leave open excavations or protruding objects which �
<br /> z m a y b e i n j u r i o u s t o p a r k u s e r s. �,T� �� �� S�r��� � ���5 � ��'/1�1 M,CTI� a Z W W�
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<br /> Q E. All turF or landscaped areas shall drain completely at a 2°/o min.siope unless othenvise noted in the drawings and '/ � � O W
<br /> W shall not pond nor puddle.Provide 6"of topsoil in areas which have been re-graded or disturbed during m���.. b� ����y,.�� � �L COmm��� �L �� C��1„�� a,. �,,,„�[/�r�. J � ��
<br /> z construction,unless otherwise noted or shown in the drawings. ����� �D T ���� C.LL/ L�l
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<br /> Z F. The Project Manager shali review 6"crushed stone surface pavement elevations prior to construction.The �� �,�,�� am�,d:� soils h Q, nof b� f�sEU Bn �� c��, b����. r��C�I'f;/ I 7 0 U
<br /> in�i ca� �o� �om o�f ��a.c��.S c,� �orus �� � � z
<br /> C� Contractor shall give the Project Manager at least 48 hours notice.All hard surtace pavements shall drain � an � � � Q
<br /> W completely at 1-1/2%min.slope unless otherwise noted in the drawings. �� I�_ I„QV� ��, � � �� �� � � � I
<br /> � QI G� !t � � J
<br /> Q G. The Contractor shall excavate,backfill,compact,grade and shape the subgrade as depicted in the drawings ��� I_ 'O � �� I'�� �"� � p � � a
<br /> z a l i o w i n g f o r o v e r i y i n g m a t e ri a l s(p a v e m e n t s,t o p s oi l,c lay,e tc.). He s ha l l impo rt or expo rt su bsoi ls as necessary. 'f L(1 �'� Q �
<br /> � �Cl �I�V�.r �-�.�C�.. c� � F--
<br /> Z H. When excavating,backfilling,trenching,or grading beneath tree driplines,review ail work with the Project
<br /> � Managerpriortoconstruction. �5�� � � ,/� I''� ���� �� �/�� I � �`�� l:v���^�� �G�
<br /> p� (�.� '�'h� v lR,i f�W � C1 ]�l
<br /> I. Underground construction shall,if encountered,comply with the applicable ordinances and requirem9 nts of the ( /� ��__.J/ / � ��� � � i/ ��� i/� I PROFEs51oNAL sTAMP
<br /> z City of Everett,and the Washington Dept.of Transportation Standard Specifications for Road 8 Brid e �� �r„0� a�n � C�n�• (� �(,(,((j b D n •���((�/ Y�
<br /> w Construc t i o n,l a t e s t e d i t i o n,a n d t h e S t a n d a r d S p e c i f i c a t i o n s f o r W a t e r a n d S e w e r M a i n C o n s t r u c t i o n i n r �v i Q y � _ /� ��r^ J� ^� ,7 ��"" "" � O� ��,�n�Q
<br /> �� � �� �.� A?! !� eJ/I U
<br /> z as ington,latest edition.In case of a conflict,City of Everett standards shall govern. U ru Y�u c, ��i «< I��'I
<br /> g J. All paving and excavation shali comply with the applica6le ordinances of the City of Everett and the Washington ��"`� � `'-'� � a I ie��
<br /> W Dept.of Transportation Specifications for Road&Bridge Construction,latest edition.In case of a conflict,City of � �E �� Q��a�� -� �& Q�. � � lN
<br /> w Everett standards shall govem. �n �Q� J � � �� ������
<br /> �� a.n.� b� �s � �xa �o�,Q�-
<br /> K. The Contractor shail verify all existing utility locations in the field prior to commencement of construction.All o�f Con c�n'�r� ��•U a
<br /> w existing utility locations on the plans have been shown based upon available information. 'I� � r.�`�lC,� �d�'/�� � QS'f�, �Q �� ���, DRAWN BY
<br /> p yy�chI P /Urv� � DAS
<br /> � �{��1 l Cy����� 1 CHECKED BY
<br /> p L. All elevations are U.S.G.S.NAVD 88 datum.
<br /> U DATE:
<br /> g M. The Contractor shall notify the City of Everett at(425)257-8341,two(2)business days prior to start of
<br /> z construct�on.
<br /> ISSUED FOR:
<br /> gN. All screened features are existing.
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<br /> REVISIONS:
<br /> � O. It is of the essence of this contract that the grades within the"Wetland"area not be disturbed.The Contractor shall
<br /> p°- provide safety fence and/or other barriers necessary around the"Wetiand"boundary to prohibit disturbances of
<br /> any kind.Fines or other penalties for Wetland encroachment/distur6ances shall be paid for by the Contractor at no
<br /> � additional expense to the owner. --
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<br /> � P. The Contractor shall provide safety fence and/or other barriers necessary to keep park users from entering the —
<br /> � work areas.
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<br /> Q. Prior to excavation and grading,verify existing grade elevations.Report any grade discrepancies to the project
<br /> manager before commencing with construction. owc.No.
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