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HomeMy WebLinkAbout5413-6 SHEET NOTES: 1. ALL FORCE MAIN CONNECTIONS SHALL BE RESTRAINED AGAINST THRUST WITH MEGALUGS OR APPROVED EQUAL. 2. PIPE SWAY STRUT: BRACE TO WALL USING SWAY STRUT AND PIPE CLAMP BOLTED TO WALL (ANVIL / \ INTERNATIONAL INC. FIG 222 OR EQUAL). ASSEMBLY AND HARDWARE SHALL BE GALVANIZED STEEL. BOLTS SHALL BE EPDXY ADHESIVE ANCHOR BOLTS: SIMPSON / \ STRONG-TIE "SET-XP" EPDXY, HILTI "HIT-RE-500-SD" EPDXY OR APPROVED EQUAL. 3. QUANTITIES SHOWN ARE PROVIDED FOR CONTRACTOR CONVENIENCE. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS BASED ON DRAWINGS AND FIELD CONDITIONS. 4. AT HIS OPTION, CONTRACTOR MAY USE GROOVED8" STAINLESS STEEL CAMLOCK \ RECONDITION (E) WOOD RAFTERS. FITTINGS AND PIPING IN LIEU OF RESTRAINED FLANGE 8" DI ELBOW, 90° FLCONNECTION WITH DUST CAP \ INSULATE AND DRYWELL COUPLING ADAPTERS. \ FILL (E) HOLE,TYP, \ SEE STRUCTURAL SHEETS SEE DETAIL W , O , D A ® / 2' L CONCRETE SACUTPADREMVEAS ANNECESSARYREPLCE FOR(E) CONSTRUCTION. REPLACE IN KIND. / a ° N ° IPE PENETRATION V V a _ ._.. 843.75 a G a d aG4 n v ' '',/j/'//,/'/ :1 \ �/ X ' ,/ , / ° P SEE DETAAIL© 46 ® -- ° 8" DIP FL X PE d „�... +i 841.00— — 8" DI ELBOW, 90°, FL ° "-71 . 8" DI 90-DEGREE X MJ d RE LINE (E) WETWELL, 2 °// ELBOW, MJ a 8" DIP FL X PE ° SEE SPECIFICATIONS // 8PFL X PE 8"X10"X8"X10" FABRICATED STEEL ' ° CROSS, FL X GRV AS SHOWN ° BLIND FLANGE 1 6" GATE VALVE ° __7(:::: G d ° FLANGE ° VICTAULIC ° FL X FL COUPLING, TYP d 4" DRAIN FROM FORCE A d L MAIN MANHOLE 1 (E) 10" PLUG VALVE TOS 18" VCP PIPE SWAY STRUT, REMAIN, FL X FLG a SEE SHEET NOTES INV. = 834.00 (E) 10" STEEL G ° (E) 10" DIP PIPE ° PRESSURE SENSOR, TYP OF 3 ° ° INV.=832.55 SEE DETAIL 8" DI SPOOL, (N) VICTAULIC FORCE MAIN TO SANDBLAST AND TO REMAIN ° 6"X8"TEE, FL (TYP OF 3) FL (TYP OF 2) 8" RFCA iii COUPLINGiiiii ,TYP REMAIN COAT (E) PIPE 4 © e (TYP OF 3) (TYP OF 3) ® 6" DI SPOOL, �/ WITHIN MH 6" GATE VALVE, FL FL X PE (TYP OF 3) 8" STL SPOOL, FL X GRV 10" GATE VALVE (TYP OF 3) ° 828.75 f II— —� — �_ MJ X FL 6 CHECK VALVE, HIGH WATER ALARM a �� -®- 11 T."01- 4' (TYP) -, 8" DI ELBOW, 90°, FL WSEL= 828.50' u (TYP OF 3) (TYP OF 3) ° LAG PUMP ON p 8" BLIND FLANGE el ° I M l ��� d ../. .._ r ° LEAD PUMP ON v WSEL= 827.50' . NEM — REUSE (E) PIPE SUPPORT BRACKETS, w,. 1 6" DI ELBOW, WSEL= 826.75' LAG PUMP OFF q _ 8" DI SPOOL, REPLACE (E) ANCHOR CHAIR AND U-BOLT _ f + 90°, FL (TYP OF 3) LEAD PUMP OFF v WSEL=826.00' ■ - ■ * FL X PE FOR 8" PIPE, TYP OF 3 , �` i—I� ° d ( WSEL=82525 LOW WATER ALARM p A it, �1 � 6" DI ELBOW, 1, .' ' WSEL = 824.50' 5'-6" V if I5-6 Q 6'-5" 2-2"± = a ° — 90°, FL (TYP OF 3) r ° 821.75— — aa 821.75 II r a 4 d dy L— FLANGE MOUNT a PIPE SUPPORT 4" X6" DI REDUCER CONC. PUMP BASE, TYP OF 3 CLAMP-STYLE PIPE (TYP OF 3) (TYP OF 3) SEE STRUCTURAL SHEETS SUPPORT(TYP OF 3) SEE DETAIL SUMP PUMP ® SEE DETAIL 0 TY FLANGE PIPE SOUTHRIDGE IMPROVEMENT SECTION A SUPPORT (TYP OF 3) SCALE: 1"=4' C SEE DETAIL V Q VP SOUTHRIDGE IMPROVEMENT SECTIONC) SCALE: 1" =4' 6 CONNECT TO (E) 2" (E) 2" PVC PENETRATION AT 8" DI ELBOW, PVC COUPLING APPROXIMATE ELEVATION 834' SOUTHRIDGE PUMP DISCHARGE PIPING MATERIALS QUANTITIES 90°, FL W/CAMLOCK RE-USE (E) PIPE Ill VALVE BOX WITH CAST IRON II LID LABELED "SEWER", 0 STRAPS, TYP LENGTH LENGTH ITEM DESCRIPTION QUANTITY (EA) ITEM DESCRIPTION QUANTITY (EA) CHRISTY G3 OR EQUAL ' _ u 2" BRONZE GATE VALVE SAWCUT, REMOVE & REPLACE ,I 10" FLARED DI ELBOW 3 N/A 8" DIP, FL X PE 2 3' 6"± (E) CONC. AS REQUIRED ------------_, + (2) 2" BRONZE, Y-PATTERN, *b.. SWING CHECK VALVES 2" SCH 80 PVC PIPE (TYP) 6" FLANGED GATE VALVE 6 N/A 8" BLIND FLANGE 1 N/A PVC VALVE SUITABLE FOR VERTICAL 1p 1101 (E) SUMP r 2" SCH 80 UNION 6"X10" FLANGED DI REDUCER 3 N/A 8" DIP, FLX MJ 1 1'-11"± BOX EXTENSION 1 MOUNTING POSITION • 04__ 4\ 6" RESTRAINED FLANGE COUPLING ADAPTER 8" DI ELBOW, 6 N/A 8" DI ELBOW, 90°, FL 2 N/A 90°, FL X MJ d 6" DIP, FL X PE 3 2'-2"± 8" STEEL PIPE, FL X GRV 1 3'-6"± 8" GATE elk ° 4" X 6" FLANGED DI REDUCER 3 N/A 8" X 10" FABRICATED STEEL CROSS 1 N/A VALVE, FL d 6" DI ELBOW, 90°, FL 6 N/A 8" DIP, FL X MJ 1 4'-2"± 6"CHECK VALVE, FL 3 N/A 8" DI ELBOW, 90°, MJ 1 N/A SUMP PUMP, ZOELLER CO. MODEL M267-F,Y2 HP W/ 6" PRESSURE SENSOR 3 N/A 8" DIP, PE 1 3'± INTEGRAL FLOAT SWITCH 6" DIP, FL 3 9-1/2"± 8" DI ELBOW, 90°, FL X MJ 1 N/A SOUTHRIDGE IMPROVEMENT SECTION C 6" DIP, FL PE 3 2'-1"± 8" GATE VALVE, FL 1 N/A 6"X 8" DI TEE, FL 3 N/A 8" DIP, FL X PE 1 4'-4"± SCALE: 1"=4' 6 / SUMP PUMP DETAIL 1 RESTRAINED FLANGE COUPLING NO SCALE 6 ADAPTER 3 N/A 8" BLIND FLANGE W/CAM-LOK 1 N/A FLANGE PIPE SUPPORTS 3 N/A ZOELLER M267-F SUMP PUMP 1 N/A CLAMP PIPE SUPPORTS 3 N/A FLYGT NT 3153 SEWAREGORD pRAWING BASED ON FIEL5 INFORMATION 2" PVC PIPING 1 15'± 2" BRONZE CHECK VAP_ROVIDED BY HPS MECHANICAL, INCA L, Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED 14 QppFESS .Nq IMPROVEv1ENTS NOT COMMENCE WITHIN TWO Du S chaaf P Wheeler ��Q�° ��, SANITARY SEWER PUMP STATION REPAIRS E,,,,,, i, I CIVIL ENGINEERS `� �`� �n' DRAWN BY: SCALE: YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING / g �, �I870 MARKET STREET, SUITE 1278 "' 68813 GMA SOUTHRIDGE PUMP STATION AS SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TWO WORKING '' • * DESIGNED BY: IMPROVEME SECTIONS DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE ` r, DAYS BEFORE SAN FRANCISCO, CA 94102 s GMA 04/12/13 YOU DIG - YOU DIG CIV1� �� PLANS TO BRING THEM INTO CONFORMANCE WITH _ _ _ REV, 1 RECORD DRAWINGS 5/6/15 BLS (415) 433-4848 9r4- Cp��Foe' Date �`� OS CHECKED BY: (I='; D B / �A �,/ DRAWING NO.: 6 A PUBLIC RSERVICE BY UNDERGROUND CSERVICE ALLER� ' DATE• L • WI C6 BENJAMIN L. SNICK R.C.E. 68813 � STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE BLS CI ENGINEER R.C.E. 51152 3