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F— <br />w <br />1 <br />22 ROOF SCAFFOLD <br />RIGGING OPENINGS- <br />W/PLUGS <br />TOP OF ACCESS TUBE <br />a �CAPACITYLINE!5NE <br />w <br />a <br />1 C= <br />c o <br />W <br />BOTTOM.,. WACITY LINE <br />— TOP OF SHAFT <br />DOUBLE -­� <br />OBSTRUCTION <br />LIGHTING <br />WASH DOWN LINE <br />2 DIA CONDENSATE DRAIN <br />02 - 6 DIA OPENINGS <br />A-C NEAR CABLE TRAYS <br />TYP ■ EACH ELEVATION <br />a An OF ANTENNA BRACKETS <br />cn <br />16 DIA OUTLET PIPE <br />WITH 2" THICK <br />URETHANE INSULATION <br />TOP OF BELL <br />co 2 THK WOOD <br />VAULT COVER <br />N ry <br />BTM OF BASE PL <br />�- GRADE <br />A9 � <br />— o <br />TOP OF <br />FOUNDATION <br />ELEVATION <br />818.00 <br />86'-0 30 DIA RAINPROOF <br />TANK DIAMETER ROOF DOOR <br />30 DIA RAINPROOF <br />GENERAL NOTES: <br />L I S T <br />ACCESS TUBEDO R <br />SPECIFICATIONS - AWWA D100-96 & CUSTOMER & UBC <br />DWG <br />SHEET <br />1 W/ INSIDE HASP <br />SERVICE - MUNICIPAL <br />DESCRIPTION <br />6 D[A SCREENED VENT <br />MATERIAL - PL=A36 STRUCTURAL - A36 <br />1 <br />GENERAL PLAN - ELEVATION & NOTES <br />j 24 DIA FAN VENT <br />INSPECTION -MILL= CTR SHOP = CBI & CUSTOMER FIELD = CBI & CUSTOMER <br />2 <br />I <br />GENERAL PLAN - BALL & A.T. PLAN <br />MANHOLE <br />SANDBLAST - YES <br />2 <br />GENERAL PLAN - BALL ORIENTATION <br />24 DIA ALUMINUM SCREENED <br />CLOG RESISTANT <br />VENT PAINT - SEE INSTRUCTION SHEET(S) <br />I <br />BELL & SHAFT ARRANGEMENT <br />J orrz�-toW t`t3tsr: ROOF ANTENNA <br />STERILIZATION - YES LEVEL SURVEY - NO <br />q <br />1 <br />BALL GENERAL CROSS SECTION <br />ASSEMBLY/SAFETY RAILING <br />WIND - 100 MPH SNOW LOAD - 25 PSF <br />5 <br />I <br />ROOF HANDRAIL <br />1 <br />CATHODIC PROTECTION - YES GROUT = NON -SHRINK (NON-METALLIC) <br />SEISMIC - ZONE I AS DESCRIBED <br />2 <br />REMOVABLE SAF-T-CLIMB <br />BALL <br />BY SECTION 13210 <br />5 <br />5 <br />3 <br />24 DIA VENT W/ 24 DIA SCREENED VENT <br />60 DIA ACCESS TUBE <br />31,Sy8 94` <br />+ <br />PARAGRAPH 1.4.A.4 OF <br />THE PROJECT SPECIFICATIONS. <br />4 <br />6 DIA ACCESS TUBE VENT <br />INSIDE TANK LADDER * <br />GRINDING REQUIREMENTS - NACE CONDITION "D" <br />5 <br />5 <br />! V2 DIA SUMP PUMP DISCHARGE LINE <br />ACCESS TUBE LADDER * <br />SEAL WELD - YES (ALL WELDED JOINTS ON THE TANK INTERIOR ' <br />7 <br />ROOF SCAFFOLD RIGGING OPENINGS <br />18 X 24 VENT MANHOLE <br />INCLUDING STIFFENERS AND THE UNDERSIDE OF <br />S <br />9 <br />6 DIA SHAFT OPENINGS <br />ROOF LAP JOINTS -WELDS ATTACHING COMPONENTS <br />7 <br />1 <br />!6" DIA OUTLET RISER <br />j <br />24 DIA RAINPROOF <br />TO THE INTERIOR OF THE SUPPORTING PEDESTAL <br />AND WELDS ALONG <br />7 <br />2 <br />16" DIA INLET RISER <br />L' SHAFT DOOR <br />PAINTERS <br />THE UNDERSIDE OF THE <br />CONDENSATE CEILING SHALL BE SEAL WELDED <br />7 <br />4 <br />2 " THICK URETHANE INSULATION <br />j RINGS <br />EXPANSION JOINTS (STAINLESS STEEL) <br />AS A MINIMUM. <br />7 <br />5 <br />10" DIA UPPER OVERFLOW <br />UPPER CONDENSATE CEILING <br />TOLERANCE REQUIREMENTS - PLUMBNESS: WITHIN 0.5% OF HEIGHT <br />7 <br />6 <br />4 DIA DRAIN LINE <br />30 DIA PLATFORM <br />ROUNDNESS.± 3" ON RADIUS UP TO 40'-0 DIAMETER <br />ROUNDNESS.± <br />7 <br />7 <br />10" DIA LOWER OVERFLOW <br />MANHOLE <br />6" ON RADIUS OVER 40'-0 DIAMETER <br />16 DIA INLET PIPE <br />WITH 2 <br />PEAKING: WITHIN %2" USING A 36" LONG SWEEP BOARD <br />8 <br />THICK <br />URETHANE INSULATION <br />BANDING: WITHIN %2" USING A 36" LONG SWEEP BOARD <br />1 <br />DOUBLE OBSTRUCTION INTERIOR LIGHTS <br />8 <br />2 <br />ELECTRICAL CLIP ORIENTATION <br />�f SHAFT LADDER <br />8 <br />3 <br />�• BRACKETS FOR CABLE TRAY <br />CABLE TRAY BRACKETS <br />CABLE TRAYS BY OTHERS <br />8 <br />4 <br />EXTEROIR ANTENNA BRACKETS <br />I 1 I 18'-0 INSIDE DIA <br />SHAFT <br />I. PEEN ANCHOR BOLTS AFTER TIGHTENING TO PREVENT EASY <br />REMOVAL OF NUTS. <br />8 <br />5 <br />CABLE TRAY BRACKETS <br />1 ! 1 <br />2. DETAILS IN ELEVATION HAVE BEEN ROTATED INTO PLANE OF <br />II <br />i <br />SIGN <br />6 PAIRS OF ANTENNA <br />PROJECTION. SEE SECTIONAL VIEWS AND DWG. 2, SHEET I FOR <br />TRUE ORIENT <br />ORIENTATION. <br />FI <br />I <br />FOUNDATION - CROSS SECTION <br />BRACKETS TYP. <br />3. GROUT UNDER BASE PLATE BEFORE FILLING TANK WITH WATER. <br />f.1 <br />2 <br />FOUNDATION - ORIENTATION <br />I 1 1 30 PLATFORM <br />4., LADDERS ARE TO BE EQUIPPED WITH SAF-T-CLIMB RAILS. <br />rl <br />3 <br />FOUNDATION - BASE SLAB REBAR <br />MANHOLE <br />( 2 HARNESSES/ 2 - 5' LANYARDS, AND 2 SLEEVES ) <br />hl <br />4 <br />FOUNDATION - INLET PIPING <br />LOWER CONDENSATE CEILING <br />Ill <br />5. VENT SCREENING TO BE STAINLESS STEEL. <br />Fl <br />5 <br />FOUNDATION - MISCELLANEOUS DETAILS <br />I-2 <br />I <br />THRUST BLOCK ASSEMBLY <br />j I I BELL LADDER <br />Ly <br />F2 <br />2 <br />THRUST BLOCK ASSEMBLY <br />I I + 36 X 80 (CBI STD) BELL DOOR <br />F2 <br />3 <br />VALVE VAULT <br />� BELL <br />F2 <br />4 <br />VALVE VAULT COVER <br />I I I 22 -1 %4 DIA ANCHOR BOLTS <br />.e J <br />NO <br />10 DIA OVERFLOW <br />-o <br />7NOTES <br />WITH FLAP VALVE & SCREEN <br />�- <br />N� <br />GENERAL <br />i <br />ELEVATION AND <br />SPLASH PAD <br />Q� P. <br />BELL DIAMETER <br />1.5 MMG x 96'-0 BCL WATERSPHEROID <br />SOUTH BEND. IN <br />o CU5TGAER'S NO CONTRACT ND <br />— er EPD CHKD KHG DATE i1 15-49 ! 042ID0 <br />K FLAIHFIELD/J.F. HANKIHS me REV <br />_ EHCINEENING M1551LNE0 5HT <br />TNIS DRAIING HAS BEEN PREPARED FOR AM IS TIE rWlw;y IF PgrYA IYIfES AIA1 Ifp. LbpANT ,qD <br />IS TO BE USER OR IN CONMCIIDN.IRN PENFpWNRtI Be p p[ [N[LAm ERFIrX. AYA IfrtNr C04VNAl <br />RE F{MDllClld IN INDLE FA IN PARF FOR AN <br />DFK[R F4ABRU Ll [IRIyT Fpl{ICiY. <br />I <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />II <br />1 INDICATES CHANGE FROM PREVIOUS ISSUE <br />