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1 ryE-SLY i , ► I� GENERAL NOTES <br /> , BANK CAL-AVE !Z/VE/Z <br /> ► ESTIMATED QUANTITIES <br /> 301 <br /> ► Ii I A . WISCONSIN AVE. PUMP HOUSE <br /> � I► III - <br /> �--� �I ► i -�� ►\ — �J /. Remove and dis ose exis in dra na e .D <br /> _� ` /. -1he removal and installation of pumps and eecfrical sfructvre. p 9 9 / L,S <br /> equipment w111 be done by eedanmafion O/S7r76f /61¢ <br /> Exist Gate The contractor shall coordinate with Reclamation <br /> 2st 486 i ' j i 015frict 1614- for al/ such work. Z. Clearing and grubbing, <br /> \_ _ _ I I _ ► I � OF LEVEE RD. �' F <br /> 11 76807' — - 2. ?he removal and disposal of portions of sub-5frvoture, 3. C/ass A Conu-ete (M�hor SfYvotures) 45 (!!VO* <br /> i ; l /s /1rnih d fo the -fop portion , and an svpporf system „ <br /> for the 5hecefi piling shall be protec ed and remain in ` /5 Alternative storm sewer pipe rTyPeA) 38o G.F <br /> Exist Drscharye Pi f�zs f�/aGZ <br /> _ 5. Storm drain manhole. <br /> Th exis p the vid vel <br /> II�►� 6. Frame and cover. Manhole /.0 IrA, <br /> ► , I I afro at e s l/ ex d o ¢ to <br /> P <br /> TOE OF LEVT EE eW loot, fh "� 45 ens ton r <br /> I t we sh / be inc e iri o her fen? f W ks . 7 ,Drainage grote� (SUIY,p) Z.� EA. <br /> Exist t�awer Pole I I ► I T 4 Concrete footings below ground shall be cast fo meet- <br /> m ��_ I excavation lines w�lfiovt forms. Backfill operation be- 8. Chain - /ink fzhce. Tyne ct- � ) <br /> � I I <br /> J16 i ► hind ¢ootmgs shall not be started prior fo placelnenf � chain- /ink aa�e. 2 o fie f /.o !. <br /> —�-- I I I ► �� N of floor and deck units, 9 ) <br /> X <br /> Install lo' Cfioin I � I I <br /> v"ked Fc"ce (�'p) io' �i_k I sem` j 5. All footrn9s shall be cash in p/ace �h� concrete /D. Meta/ door. l D eA. <br /> (S.R A78 A) 6f rel,w5t concrete <br /> I beams spanning �Gie Sump m 4y b.e Jd <br /> Pre-cast concrete k at -/he opt/oh of the conhracfor. <br /> (F) fit <br /> an <br /> Finaies for a <br /> -rho P= l vmeht <br /> I ; e con�ractr /s responsible � Obtain all fermifs re- `l y <br /> vi ed 7rn' _-iis ra .e( <br /> cohfracfor shall providestemporary s&in pump) <br /> z rjVrjreM a7 VhC Sump dUr/ng OO`154rVO 1Oon. Compensation 7`0r- the work shall <br /> OI / be inc%idee/ m o Ther idem of works . <br /> ; x 0 B . PRE - CAST CONCRETE <br /> i' `\ <br /> 133 9O, i " N j X / The size of pre-cast units for roof and deck may be <br /> /9` /6. s� �� / s 4�justed a ' the option of contractor k a max1mom <br /> we qH /unit of 6000 lbs. each. <br /> 77. 2. -rhef'door and deck vnifs shall be in p/ace prior to <br /> -r�s,� ' any erection of wa/l and roof vnifs• <br /> 7;;77Install Zo' �jain Linked <br /> e B G fie (S-P A76-A) <br /> fa 3 A minimum of one vent is repired on each wall with <br /> one a� -top and one a� bottom of opposite walls. <br /> - h p7qCe_. �'� Each vent shall have a minimum of one spare <br /> 0 � ha <br /> r � � ylel- <br /> fSiero f wok � C/ s4 Concrefc Mirror Sfi-vc7`rr-cJ .be ' ' <br /> � _ ¢. Design � U. Bi. C, Current Edition. <br /> _� Concrete f _ �50o 10.51. in 26 da y5. <br /> Limits of Clearing C-rubbing �einforceme,nt ASTM - A 615 <br /> Peel : A57M - A 36 <br /> —�� Addlhohal Load = 4-000 lbs. for e b poonp and motor. <br /> 5. Lifting inserfs Shall be provided for roof vnifs and <br /> east and we5T deck units. <br /> SITE PLAN <br /> C Floor units shall be, a `nihirnum thickness of 8" 0/- <br /> Scale <br /> rScale I"= 10' as required by <br /> . <br /> s f SCALE : AS SHOWN SITE PLAN 81 NOTES RECLAMATION DIST. 1614 <br /> WISCONSIN AVE. PUMP HOUSE 3 � <br /> FILE NAME N0 DRAWER HEE NO <br /> koact W /(, <br />