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HomeMy WebLinkAboutC-3I nN 3 4 N 8 "(MIN) 3' -4" 8 " (MINI 51w lu N oc RTICAL DIFFUSION PUMP BA 3/16" CLEARANCE MAX ' 3/4" BAR. THICKNESS 3/8" REMOVABLE ALUM CHKO PL SIZE TO MATCH AS INDICATED ON THE DWGS REMOVABLE CHKD PLATE -3/8" PL W11" HOLE (TYP 4 CORNERS) INN 3/8 6 JJi 3/ 3/ 3 /A�- J � L2x2x1 /4 MITER AND MELD AT L2 112x2 1/2X1/4 CORNERS. HOT DIP GALV AFTER HOT DIP GALV 1/2'):4" HEADED FABRICATION STUD ANCHORS @ 2' -0" CTRS (MIN 2 PER SIDE) ALUM INTERMEDIATE SUPPORT L 3x3x1/2 @ 1' -9" CTRS MAX NOTES: 1. WALL SUPPORT MAY BE CONNECTED W/ S /8" GALV ANCHOR BOLTS EMBEDDED 6" INTO CONCRETE IN LIEU OF EXPANSION ANCHORS. 2. ACCESS HATCHES 2' -6" X 2' -6" AND SMALLER DO NOT REQUIRE INTERMEDIATE SUPPORTS. CHECKERED PLATE SUPPORT /"E 3" = 11_0" BL IND DIFFUSER END PLUG ----- - PVC ORIFICE TYP DIFFUSER — r n I { o (TYP) m PVC BALL VALVE OVERSIZE FLANGE WELDED TO DIFFUSER PIPE - FLAKED SEAL PIPE (ONE PIPE SIZE LARGER THAN DIFFUSER PIPE) CHEMICAL DIFFUSER NO. t DIA A B C TUBE DIA OF ORIFICE A � CHLORINE/ 8 Fi" POTASSIUM 6" AS REQUIRED FOR 4 10 10 PERMANGANATE BAR HANDRAIL PUMP FURNISHED jai 2" 8 r 2 1/20 (MIN) 1 4 10 10 1 i/2- MIN TO tEiE,. BE 8" FROM WALL EXCEPT FOR C3 g WELD TO COVER or PL fl x�ln� x 1/2" X 2 112" STRINGER (T'YR) ��y�y� 3/8"" STEEL. COVER PL PL t TAP fOf 1�2" x 2 1/2- BENT MAR o @ 4' -6" MAX CTRS. ��iiRR yy 13 w M .1 BY 1 ,t31ttllil _ � LL PIPING ONLY WELD TO STRINGER AND BOLT STEEL SUBBASE PL -y ..� ON Z mm sry' .,. g 1/2" : "' STUD 4" MIN $ a v 6" FOR PUN'S, 4" FOR PIPING ..., 3/4" CHAMFER SPACING INDICATED o m o � ON PLANS to N � cli - - -- L SX4x1 /4 1 /4' WELD X 2 COLLAR, " TO SLEEVE It ARE t TO BE DETERMINED BY + -< OPERATING RA 4 x. PUMP MANUFACTURER • 2s4 TIES i �j 1 B8 1/4" X 2" COLLAR a=- asses --saw cn W MELD TO SLEEVE-- REYISItXVS PrAi.flIINAA;Y ............... " ' y, INDIANAPOLIS WATER C0WO' . DESCRIPTION APPR' AS BUILT BY APPR'0 �.f, ` LA .�`' S! 1Si • �,• GBH I TE RIVER WTP NIT FAQ COINTIeuCna !r O4 �i .NORTH #S0120 tom: t sae INTAKE 1/4" STEEL PL SLEEVE Z.6 STATE OF w N I nN 3 4 N 8 "(MIN) 3' -4" 8 " (MINI 51w lu N oc RTICAL DIFFUSION PUMP BA 3/16" CLEARANCE MAX ' 3/4" BAR. THICKNESS 3/8" REMOVABLE ALUM CHKO PL SIZE TO MATCH AS INDICATED ON THE DWGS REMOVABLE CHKD PLATE -3/8" PL W11" HOLE (TYP 4 CORNERS) INN 3/8 6 JJi 3/ 3/ 3 /A�- J � L2x2x1 /4 MITER AND MELD AT L2 112x2 1/2X1/4 CORNERS. HOT DIP GALV AFTER HOT DIP GALV 1/2'):4" HEADED FABRICATION STUD ANCHORS @ 2' -0" CTRS (MIN 2 PER SIDE) ALUM INTERMEDIATE SUPPORT L 3x3x1/2 @ 1' -9" CTRS MAX NOTES: 1. WALL SUPPORT MAY BE CONNECTED W/ S /8" GALV ANCHOR BOLTS EMBEDDED 6" INTO CONCRETE IN LIEU OF EXPANSION ANCHORS. 2. ACCESS HATCHES 2' -6" X 2' -6" AND SMALLER DO NOT REQUIRE INTERMEDIATE SUPPORTS. CHECKERED PLATE SUPPORT /"E 3" = 11_0" BL IND DIFFUSER END PLUG ----- - PVC ORIFICE TYP DIFFUSER — r n I { o (TYP) m PVC BALL VALVE OVERSIZE FLANGE WELDED TO DIFFUSER PIPE - FLAKED SEAL PIPE (ONE PIPE SIZE LARGER THAN DIFFUSER PIPE) CHEMICAL DIFFUSER NO. t DIA A B C TUBE DIA OF ORIFICE r G CHLORINE/ N Fi" POTASSIUM 6" 12,3/4" 4 10 10 PERMANGANATE BAR HANDRAIL NOTE: jai CARBON 1 4" 12,1/2" 1 4 10 10 IN —LINE CHEMICAL DIFFUSER H NO SCALE B3 C NUT t WASHER. SUBBASE PL TERMINATE GROUT 1/16" ABOVE TOP OF SLEEVE I 1 112" GROUT (MIN) ANCHOR BOLT SIZE TO BE DETERMINED BY EQUIPMENT MANUFACTURER PIPE SLEEVE WITH AN INSIDE DIAMETER { APPROXIMATELY 3 TINS ` BOLT DIAMETER PUMP SLEEVE DOUBLE NUT t WASHER --A'- ---- 11 BEP 3 "WA RHET ER THAN LENGTH SA WIDTH VERTICAL DIFFUSION PUMP WELD NUT TO WASHER a BOLT. ANCHOR BOLT DETAIL B NO SCALE G3 1/4" CLEARANCE IA�P ORS W1 GALV -GRATING THICKNESS BOLTS @ AS SPECIFIED 2'-0" CTRS (MIN 2 PER SIDE) { 1 1 L 1 1/4X1 1/4X1/4" r.JJ HOT DIP GALV AFTER FABRICATION X1/2 "x4" HEADED STUD ANCHOR' 0 2' -0" CTRS (MIN 2 PER SIDE) GRATING SUPPORT /'T 3" = 1' -0" ELEVATION 1/2 "x4" BARS 8 6" CTRS 1 112" IO DIA, GALV STEEL SPACER 1 3/8" DIA, GALV ALL THREAD DETAIL 1 r. o� Z L N ' 1 r G N Fi" BE FLAT PAC. I- WIDE MIN, r �' WELDOR BOLT TO STRINGER BAR HANDRAIL NOTE: jai RACK N „ i/4 x 1 CONT PL 1 i/2- MIN TO tEiE,. BE 8" FROM WALL EXCEPT FOR WELD TO COVER or PL BE 1' -11" FROM WALL 1/2" X 2 112" STRINGER (T'YR) 3/8"" STEEL. COVER PL PL t TAP fOf 1�2" x 2 1/2- BENT MAR ( At! AS 1 @ 4' -6" MAX CTRS. SECTION 112 OF CURB WIDTH - Q L 1 G RUNGS,, . Fi" BE FLAT PAC. I- WIDE MIN, �' WELDOR BOLT TO STRINGER BAR HANDRAIL NOTE: jai RACK „ i/4 x 1 CONT PL 1 i/2- MIN TO tEiE,. BE 8" FROM WALL EXCEPT FOR WELD TO COVER or PL BE 1' -11" FROM WALL 1/2" X 2 112" STRINGER (T'YR) 3/8"" STEEL. COVER PL PL t TAP fOf 1�2" x 2 1/2- BENT MAR ( At! AS 1 @ 4' -6" MAX CTRS. FOR FUTURE PUMPS AND 1/2 BOLTS WELD , TO STRINGER t 9OL.T BY 1 ,t31ttllil CLIP L 2 1/2 X 2 1/2 X 1/2. TO AN N S/ 9S PIPING ONLY WELD TO STRINGER AND BOLT TO EXP FLOOR W/ 5/8" SS EXP sry' ANCHORS (TYP) - 1/2" BOLT 8 2'-0" STUD 4" MIN $ ANCHOR @ 1' -6" CTRS 6" FOR PUN'S, 4" FOR PIPING MAX SPACING INDICATED =t/2" TIC 143 J( ON PLANS - - -- L SX4x1 /4 1 /4' WELD X 2 COLLAR, " TO SLEEVE It ARE t L ADDER 1 - '..Irl��4l IIIYIriYllll llr Illlr -< 4 x. I/2 " =1' -0' DETAIL t_ 1 B8 r; REYISItXVS PrAi.flIINAA;Y ............... " ' y, INDIANAPOLIS WATER C0WO' . DESCRIPTION APPR' AS BUILT BY APPR'0 �.f, ` LA .�`' S! 1Si • �,• GBH I TE RIVER WTP NIT FAQ COINTIeuCna !r O4 �i .NORTH tom: t sae INTAKE BID Z.6 STATE OF w oIIRSTRUCTt41 MISCELLANEOUS ©tTA I L - PHYSICAL t �. std" BY Btr 0,lC MTS FtIN 1Q ' , .`` , t!" .p -- - - - - -- - - - - -- a R a v E a R Y I `t ally. DATE COWLETED a T CCG• (rr'. Wn 14593. 320 -20S- •COW".. �. It t ! i } 1 ! ! ! t 1 I i 1 TOP LAYS fKiW = --- - 11 It f 6I1 t w - -- - - - - -- I iti t 1 _ ' M 1 1/2 SLAB THICKNESS ( I 1/4" STEEL PL SLEEVE PL 1/4x4x4 MIN, WELD tO AND SOLI SLEEVE AS INDICATED OPENING AND 3/16' PL =: 04 U--BAR t t2" MAX ON THE DRAWINGS SLEEVE IF REGO BY (READ WITH ANCHOR EQUIPMENT FURNISHED NOTESs 80LT$) I. WIL N ANCHOR SLEEVES MAY BE SLEEVE DETAIL FOR SUBSTITUTED FOR STEEL PIPE SLEEVES FUTURE VERTI AL PUMP c ,A NO SCALE t34 EQUIPMENT BABEtr 1/2" EXPANSION ANCHOR S GALV FH BOLTS @ 1' -6" CENTERS SUMP COVER PLATE AT CURB 112" EXP ANCHOR t GALV BOLTS @1' -6' CENTERS- G" UNLESS OTHERWISE NOTED 0 SUMP COVER PLATE SUPPORT �c /2" . 1 NO SCALE LANDING WHERE INDICATED ON PLANS 1 1/2" DIA HOLE -_ -- HANDRAIL •., 3/4 "x6" HEARD STUD 4" 4" ANCHOR @ 1'-6" - CTRS 1/4" STELL PL WELD TO PL-----, (CONT BETWEEN DIVIDER WALLS) 45' V-- ALTERNATE SPACING OF HEADED STUD ANCHORS BAR RACK � r DETAIL K 1 112 " =1' -0" \,ii 88 s�N .y - 3/4 "x4" HEADED STUD ANCHOR @ 1' -6" CTRS WELD TO PL LEGEND r CODE 1 DATE I BY .a a a to $ PROJECT NO. Enghom — Architoc% 14693.320 Kmsw Cify, MW om i ACC `T, ND. SERRATED RUNGS,, . BE FLAT PAC. I- WIDE MIN, �' WELDOR BOLT TO STRINGER BAR HANDRAIL NOTE: RACK CENTERLINE OF STRINGER TO BE 8" FROM WALL EXCEPT FOR LADDER TO ROOF WHICH SHALL BE 1' -11" FROM WALL 1/2" X 2 112" STRINGER (T'YR) 1�2" x 2 1/2- BENT MAR @ 4' -6" MAX CTRS. WELD , TO STRINGER t 9OL.T CLIP L 2 1/2 X 2 1/2 X 1/2. TO AN N S/ 9S WELD TO STRINGER AND BOLT TO EXP FLOOR W/ 5/8" SS EXP sry' ANCHORS (TYP) - - 3/4 "x4" HEADED STUD $ ANCHOR @ 1' -6" CTRS FLOOR EL AS WELD TO ANGLE INDICATED s ON PLANS - - -- L SX4x1 /4 L ADDER 1 - '..Irl��4l IIIYIriYllll llr Illlr I/2 " =1' -0' DETAIL t_ 1 B8 REYISItXVS PrAi.flIINAA;Y ............... " ' y, INDIANAPOLIS WATER C0WO' . DESCRIPTION APPR' AS BUILT BY APPR'0 �.f, ` LA .�`' S! 1Si • �,• GBH I TE RIVER WTP NIT FAQ COINTIeuCna !r O4 �i .NORTH tom: t sae INTAKE BID Z.6 STATE OF w oIIRSTRUCTt41 MISCELLANEOUS ©tTA I L - PHYSICAL t �. std" BY Btr 0,lC MTS FtIN 1Q ' , .`` , t!" .p _ As BUILT, a R a v E a R Y I `t ally. DATE COWLETED a CCG• (rr'. Wn 14593. 320 -20S- •COW"..