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HomeMy WebLinkAbout5413-11 FABRICATED SPOOL, SEAL PIPE PENETRATION STL, FL (TYP OF 2) W/ NON-SHRINK GROUT 3" X 4" DI REDUCER, FL 3" DI ELBOW, 45°, FLA BARBEE STREET - (N) 3" CHECK VALVE, FL 316 SS VICTAULIC COUPLING OR APPROVED EQUAL, TYP WHERE GRV CONNECTION IS ' _ — — —A — — _ — _ (TYP OF 2) of CALLED FOR rte..__"'� 4" GATE VALVE • A \ FLXFL � � (E) 8" SS . . ,_, SS SS - - SS SS SS ,II 1 ��' (E) 8"SSGO Er. , 0 , x NOTES: 4" DI TEE, FL ii— /`F401141r1 ;; � 11/; �i 1. ALL MECHANICAL JOINTS (MJ) SHALL BE RESTRAINED W/ EBAA o DI TRUE WYE, FL MEGALUG OR APPROVED EQUAL. ► 16-6" 2. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SITE _ WITHOUT WRITTEN PERMISSION FROM THE CITY. 3. QUANTITIES SHOWN ARE PROVIDED FOR CONTRACTOR CONVENIENCE. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS BASED ON DRAWINGS AND FIELD CONDITIONS. PAINT& REUSE (E) op 3" GATE VALVE, FL PRESSURE TRANSDUCER STILLING TUBE (TYP OF 2) SEE DETAIL 8 NW • IMPROVEMENT PLAN w SCALE: 1" = 2' INSTALL (N) ELECTRICAL PANEL SEE ELECTRICAL SHEETS�-- W W W W W W W W w w M24" X 36"ACCESS f 3, Z HATCH SEE DETAIL ,-- \ ;n IC 3"0 SS, TYPE 316, NW0 / C \ Lii GRV (TYP OF 2) __..._ FM — __.__._...._.� M _ . FM — I REFERENCE ELEVATION - 0.0' I I \ A • v •v I— _I _ , i 11_ a 4" BLIND FLANGE W/ I -by 4" CAM LO COUPLING 1 A FOR CONTROL PANEL W a WET/EAT TOP SLAB SEE ELECTRICAL SHEETS il r:GATE VALVE, FL W LOCATE AS NECESSARY FOR CONCRETE PAD C..) < 3" SS, TYPE 316, ELL, (E) WETWELL TO MATCH (E) ELECTRICAL SEE DETAIL © Zo = A ) SERVICE LOCATION ® _ -CC 90°, GRV (TYP OF 2 PUMP DISCHARGE J 1{e X CENTER LINE EL=-3.66' ___->.<ct 1 \ REMOVE & REPLACE (E) 0 •n CONC. SIDEWALK , CURB &GUTTER3" SS, TYPE 316, AS REQUIRED FOR CONSTRUCTION FORCE MAIN ADAPTERFL 4'0 GRV (TYP OF 2) d a a • C I v a HIGH WATER ALARM p • `J PUMP ON WSEL= -6.40' 1VI���.�I I, ISI, 10141 . PIPE SUPPORT V � . ter . '.. .v . r► . '-r .(E) 4" FLANGE FOR 3" FLANGE WSEL= -6.90' (TYP OF 2) 4 PIPE SUPPORT1.1 FOR 4" FLANGE ® "' SEE DETAIL PUMP DISCHARGE PIPING a PUMP OFF V SEE DETAIL a• — 4 9 I WSEL= -8.75' LOW WATER ALARM ® ® 1. i, v �: WSEL= 9.25' Orto RAIL-MOUNTED FLYGT :;r INV= -10.33 SEWAGE PUMP & a 6' DISCHARGE ELBOW MODEL Q FP-3068 (TYP OF 2) FOR 11 Ya MOUNTING SEE DETAIL „ 11 /a" \ © INSTALL GROUT FILLETS BY PUMP NW 24 X 36 CLEAR OPENING / / \ \\ / //90. �� \\ AS RECOMMANUFFACTURER ACCESS HATCH W/ / \ \ FALL PROTECTION // II \ `o // // 4> ���/TYP OF40PE PUMP ° a IMPROVEMENT SECTION A _ i I °' 1 1 1 in— I I I Q SCALE:1"=2' 1 1 I i i I \ FLYGT • / / PUMP \ \ IIII / �D REFERENCE - 8 i / / DISCHARGE / /,- POINT / PIPING BARBEE DISCHARGE PIPING MATERIALS QUANTITIES \ \\ , // \\ t,,,-- 4" / / a.,�a4-- / \ O O FILL (E) OPENING / \ W/CONCRETE LENGTH LENGTH _ — _ — ' — — 3"--w- -._ ITEM DESCRIPTION QUANTITY (EA) ITEM DESCRIPTION QUANTITY (EA) 0 SLOPE TO NOTES: DRAIN ' 2" SS ELBOW, 45°, THRD X GRV 2 N/A 3" SS PIPE, GRV 2 4'-10"± Q . 1. ACCESS HATCHES SHALL BE RATED FORv A 2" SS ELBOW, 45°, GRV 2 N/A 3" SS PIPE, GRV 2 4'-7"± H-20 TRAFFIC LOADING. _ ��0�,, 2. ACCESS HATCHES SHALL BE OF ALUMINUM .i�.i..::.ii.e` 3" X 2" SS REDUCER, GRV 2 N/A 3" SS ELBOW, 90°, GRV 2 N/A CONSTRUCTION IN ACCORDANCE WITH THE PUMP MOUNTING DETAIL 3" WIDE DRAIN, FILL W/ PROJECT SPECIFICATIONS. DRAIN ROCK3" STEEL SPOOL, FL 2 4-/2" 3" DI ELBOW, 45°, FL 1 N/A 3. AT HIS OPTION, THE CONTRACTOR MAY SCALE:1" =2' ♦ ♦ COMPACT (E) SOIL PRECAST ACCESS HATCHES INTO THE 1 1 CONCRETE STRUCTURES. FLANGE PIPE SUPPORT 3 N/A 3"TRUE WYE, FL 1 N/A 4. DIMENSIONS SHOWN ARE CLEAR OPENINGS. IMPROVEMENT SECTION B SCALE:1" =2' 11 3" X 4" DI REDUCER, FL 1 N/A 4" DI TEE, FL 1 N/A ACCESS HATCH DETAILC 1 4" GATE VALVE, FL I 2 N/A 4" BLIND FLANGE W/ ORD DRAWII SCALE:1" = 2' 1 BASED ON FIELD INFORMATION 3" GRV X FL ADAPTER G 2 N/A FLYGT FP 3068 SEWAe ViI 1ED BY HPS MECF2ANICAL, IN1rA Prepared Under The Supervision Of : CITY OF FO N TANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED LENT oQ�FES , 9P TTI R PAIRIMPROVEMENTS NOT COMMENCE WITHIN TWO Schaaf P Wheeler /#44Y �. ySANITARY SEWER PUM S A ON E S YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING CIVIL ENGINEERSrn DRAWN BY: SCALE: AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TWO WORKING 870 MARKET STREET, SUM 1278 * '0.688 * DESIGNED BY:MA BARBEE PUMP STATION DATE: SHOWN IT BEFOREAi, DAYS BEFORE IMPROVEMENT PLAN & SECTIONS CITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG Y❑u DIG SAN FRANCISCO, CA 94102 s? CIVI � GMA 04/12/13 PLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE ��1-800-227-2600 REV. 1 RECORD DRAWINGS 5/6/15 BLS (415) 433-4848 9�FOF CAS °. Date/ CHECKED BY: APP'0 •1 'BY/ / DRAWING NO.: 1 1 STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE BE JAMIN L. SHICK R.C.E. 6 813 �, DATE: • l�• /,r C 1 1 BLS CITY IGIN ' R.C.E. 5-1152 3