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S-83-4.4 (2)(0' SOLIARE WELL 2' O" ii-O" QUARE VAULT J1 ✓ 48" LLEAR •„'• ::♦ ' ;,T 1 29 v ffi ?b J 2B 35 m m n LIP. PIPES C3 f d i 13 TO PANEL 3 Z9 W m / // / -- ------ - - - - -- — - - - -- - - -- - - --t // IE ,i W IIo u 26 c l 0 en ___ 37 CC L3 WK L„ B 11 i5 � (SEE 0T. Z) / � (hEE SHT 2) 31 1 / ( 30 33 18 PLAN VIEW: PUMPING iTATION 4 VAULT CONSTRUCTION NOTO: MFG. (� 8' H.H. UP-3201 SEWAGE PUMP WITH IMPELLER 457, 441] V., 3H. 40 HZ. 47 H.P..(FUINJISHED BY FLYGT DISTRICT 1 O2 8" DISCHARGE BAKE ( ELBOW. (FURNISHED BY DISTRICT) FLYGT ELEVATION: PUMPING O3 UPPER GUIDE BAR BRACKET. (FURNISHED BY DSTRICT 1 FLYGT O O POWER CABLE WITH WATER TIGHT CONNECTIUNS.(FUANKHED BY D14TRIETI O5 CABLE M01DER ASSEMBLY. (FURNISHED BY DISTRICT) FLYGT O6 DISPLACEMENT TYPE LIQUID LEVEL REGULATORS (FURNKHED BY DISTRICT) FLVGT NOT TO SCALE O7 INTERMEDIATE GUIDE BAR BRACKET, I PER PUMP.(STAINLE55 STEEL) FLYGT 8OALUMINUM ACCE55 LOVER. W14TAINLE55 %11, HARDWARE, FRAME TO BE CRST INTO VAULT LID. FLYGT CONTRACTOR TO DRILL EIGHT(8) lif DIA. HOLES IN LOVERS. SPACING PER INSPECTOR. t�9 3' HDL BAIL CHECK VALVE. TYPE 2014. � FLVGT iD 3' O.D. A 304 STAINLESS STEEL GUIDE BARS, 2 PEA PUMP MFG. i1 12" DIA. PERFORATED FIBERGLASS PIPE STILLING WELL 12 4UPPORT BRACKET FOR FIBERGLA55 PIPE STILIING WELL (STAINLESS STEEL 13 NEMA (0 JUNCTION BOX ( 2 RED'D.) KILLARK 1' See" 14 8" C.I. VENT PIPE EMBEDDED IN Z'xZ'� 3' DEEP CONCRETE BLOCK ALHAMBRA FOUNDRY 15 GRATE AND FRAME ALHAMBRA FOUNDRY 1G B" V.C.P. 90' BEND 17 8" V.C.P. VENT PIPE O 72' x 72" REINFORCED CONCRETE PRECAST VAULT SECTTUMS WITH PLUCK AMERPLATE COATING ASSOCIATED CONCRETE PRODUCTS O 7Z' .7T" REINFORCED CONCRETE PRECAST VAULT SECTIUM MSOCIATED CONCRETE PRODUCTS 2D REINFORCED CONCRETE PRECAST VAULT LILI ACCHS COVER FRAME5 TO BE PRECAST IN LID) A%OCIATED UNCRETE PRWUCT5 21 REINFORCED CONCRETE PRECAST VAULT BASE.( SUPPORT BOLT! FOR PUMP DUCHARGE BME M BE ANQIBRED ASSOCIATED CONCRETE PRODUCTS IN BASE) O t0'x8' RE010ER 22 ACCESS STEM. 13 "OC. 6 REQUIRED. (GALVANIZED STEEL 23 19" VC.P. SEWER. SEE 5HT 3. 1Q 24 3" C.I. DRAIN PIPE 25 3' 91]° ELBOW 26 W DUCTILE IRUN PIPE 27 10" DUCTILE IROU PIPE I O 8" FLEX• COLLPLIM 5MITA-BLAIR 29 B" 90' ELBOW O 8" 90• BASE ELBOW WI HILLE5 DRILLED FOR 4•'k" BOLTS IN BASE 31 8" 458 ELBOW 32 8 "x8 "x8" TEL - CLEAR I. TO BE INCLUDED WITH STATIUN MODEL 8" N.H. UP 3201 321 -31.05 14.58.93.25 14.58.94.05 ENH-10 C-AL 485360000 DBS 886 A • 2155 A•132.3 (0060 6060 6060 60GD TYPE 431 r TOP OF STILLING WELL ELEV. 10.00 ,q - -J 4'-B" CLEAR OPENING G 0" SQUARE WELL II; o l I O I HIGH WATER ALARM ELEV. B.Ull LAG PUMP ON ELEV. 7.00 i LEAD PUMP ON _ ELEV (0.011 fo7oo o ELEV 27.13 pu TOP OF 57ATION LL 17 w d l�J I 2b 2b O t PIPE 22 I O ; O YL L, ELEV. 7.66 FL. INLET INFLUENT — 23 PIPE 4'• O" CLEAR OPENING 2' 10'-0" SQUARE VAULT ELEV. 27.13 20 TOP OF VAULT J' v ELEVATION: PUMPING STATION # V O NOT TO SCALE I � I CON% NOTES (CONT.) MFG. 1' See" 33 6" BASE ELBOW 9U• W / HOLES FOR 4 %%' BOLTS W BASE I O O t0'x8' RE010ER 1Q I I 35 B" 12516 SWING CHECK VALVE, BRONZED TRIMMED, SPRING L LEVER OPERATED CLOW 34 B" 1251b. ECCENTRIC PING VALVE DEZURIK I I a 37 G 1251b. ECCENTRIC PLUG VALVE DEZLU(IK I a • I I I O G' BRONZE QUICK COUPLING GATES RUBBER S ADJUSTABLE PIPE HANGER W /INSERT IN PRECAST ITT BRRINEII PUMPS OFF VAULT LID ELEV. 1.75 12 i O 4" DIA. PIPE 4UPPDKT W /CLAMP 2 4t CA5T IN PLACE CONCRETE PYLON REDUNDANT PUMPS OFF ELEV. 1.60 42 10 ID 6 TEE BOTTOM OF STIUING WELL ELEV. I. W 0 GROUT ;. ELEV. NEGATIVE 0.04 21 GROUT U II BOTTOM OF WELL . + II j -0.n.t eU •�a- p oD v TOTIN i' COMPAETED SAND y " DISCHARGE BASC SUPPORT BOLTS PER PUMP MANUFACTURE'S RECOMMENDATIUNS, ` e ° ! DETAIL 4 SHE 2. a 01 ab a RELI ELEV. 27.13 20 TOP OF VAULT J' v