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HomeMy WebLinkAboutS-2263196'x4' H2O RATED ACCESS DUAL HATCH EQUAL TO LW PRODUCTS HD -2. ALUMINUM DOOR, ONCR E L-FC.TRCAL EQUIPMENT STAINLESS STEEL HARDWARE, WATERTIGHT OR /- o PAD — DRAINABLE FRAME, RECESSED PADLOCK HASP, POLYPROPYLENE ENCAPSULATED SLP OR` TILE ':'� GREATER THAN DIMENSIONS OF PANELS. SPRING OR GAS SHOCK ASSIST OPENING. STEPS. TEPS. CHAMFER ?" ALL EXPOSED PLUMB FRAME DRAIN TO SUMP WITH SCH 40 DUAL SUMP PUMPS. CORNERS. i PVC. SECURE P E r0 VAULT WITH CLIPS. SEE DWG NO. LM2 EXTENDED SUMP \ MANLIFT BRACKET 7 i �) 00 10 3 LADDER i• FLOW O O O O U' © U 11 4 CORROSION RESISTANT 6'x6' H2O RATED DUAL ACCESS HATCH EQUAL TO LW PRODUCTS HD -4A. STAINLESS STEEL DOOR, STAINLESS STEEL HARDWARE, WATERTIGHT OR DRAINABLE FRAME, RECESSED PADLOCK HASP, SPRING OR GAS SHOCK ASSIST OPENING. CENTER ON MANHOLE LID. LADDER k-r i I it T 2 13` 14 7 r 3 z — INFLUENT PIPE —, 14 12 1 '— DEADMAN BLOCK 50' HOSE AND WALL / MOUNTED RACK INSTALL PRESSURE GAUGE, 0 -100 psi, PLAN VIEW 1/4" BRASS FITTINGS. INCLUDE BRASS ISOLATION VALVE AND VALVE 1" = 3' -0" FOR SIDE OUTLET BLEED. 201.5 -1 12 ACCESS HATCH /PROVIDE RISERS AS NECESSARY _ FINAL GRADE. SEE ROADWAY PLANS FOR PAVEMENT DETAILS. TO MEET GRADE. MI ".!MUV OF 6" RISER HEIGHT REQUIRED. 12" OC EW / f/ H2O RATED PRECAST CONCRETE VAULT EQUAL TO UTILITY VAULT 818 -LA. MINIMUM INSIDE DIMENSIONS OF 18'Lx8'Wx7'9 "H. / / ATTACH PUMP REMOVAL TOP RAIL SYSTEM PER MANUFACTURER'S RECOMMENDATION. / r� X201.5 I SHACKLE ROD, TYPICAL. SEE GENERAL NOTE #4. #4 REBAR Q 12" OC EW / 64' I 12 13 O (D ®0 ® 0 G) BEND SHACKLE 3.5' ROD TO 12" LEG IDEADMAN BLOCK. CONFIRM 24 WITH VAULT MANUFACTURER THAT WALL CAN HANDLE _ LOADING OVER BLOCK AREA (200psf) ADJUSTABLE SADDLE TYPE PIPE CONCRETE ELECTRICAL SUPPORT (NOT BOLT ( N) EQUAL TO SUPPORT PAD GRINNEL FIGURE 264. PROVIDE RISER EXTENDED SUMP WITH GALV OR PIPE AND BASE. PROVIDE (8) FOR THOSE ERR GRA fLgG. GRATING TO LOCATIONS SHOWN AT A MINIMUM. WITHSTAND 200psf. CLASS 1 DIVISION 1 SUBMERSIBLE NONCLOG PUMP WITH RAIL - REMOVAL SYSTEM. BOTH BY SAME MANUFACTURER. SEE SPECIFICAITIONS. GENERAL NOTES 1) PROVIDE FIRST AID KIT AND FIRE EXTINGUISHER AS DESCRIBED IN THE SPECIFICATIONS. 2) COAT INTERIOR OF WET WELL AS DESCRIBED IN THE "FINISHES" SECTION OF THE SPECIFICATIONS. 3) COAT EXTERIOR OF WET AND DRY WELLS NTH COAL TAR EPDXY AS DESCRIBED IN THE SPECIFICATIONS. 4) SHACKLE RODS SHOWN ARE TO BE EITHER (2) 3/4" RODS OR (4) 5/8° RODS PER PIPE RUN WHERE SHOWN. SHACKLE RODS BURIED AND PENETRATING INTO WET WELL TO BE STAINLESS STEEL OR EPDXY COATED. TOUCH UP ANY DAMAGE TO COATINGS. CONNECT RODS TO FITTINGS WITH DUC -LUGS OR EYE LUGS (SS IN YET WELL). 1 O1 (1) 6" DI PIPE (PExPE), 10 ft LENGTH 2O (1) 6" ECCENTRIC VALVE (MJxMJ) w /HAND101HEEL O3 (1) 6" DI PIPE, APPP.OX. 27" LENGTH 4O (3) 6" FCA 5O (1) 6" MAGNETIC METER (FLxFL) EQUAL TO HERSEY BEP MAGNETIC FLOW METER. SEE SPECIFICATIONS. © (1) 6" DI SPOOL, 42" LENGTH (FLxFL) (1) 6" DI TEE (FLxFL) w 11" IRS TAP FOR PRESSURE GAUGE O8 (2) 6" ECCENTRIC VALVE (FLxFL) w /HANDWHFEL O9 (1) 6" DI. SPOOL, 26" LENGTH (FLxFL) 10 (1) 6" DI 90• BEND (FLxFL) 1? (2) 6" LEVER & ARM TYPE CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159. SEE SPECIFICATIONS 12 (2) 6" DI PIPE, APPROX. 60" LENGTH 13 (2) 6" DI MJ SLEEVE, EXTEND BOTH PIPES MIN 2° PAST GASKET INTO SLEEVE BODY. 14 (2) 6" DI SPOOL (FLxPE) APPROX_ 63' LENGTH 15 (2) 6" DI 90' BEND (MJxFL) 16 (2) 6" DI SPOOL (FLxFL) 89" LENGTH_ CONTRACTOR TO VERIFY LENGTH BASED ON DIMENSIONS OF SUPPLIED PUMP BASE 90• BEND. CONFIRM WITH ENGINEER_ - ACCESS HATCH 12' INSIDE DIAMETER PRECAST CONCRETE MANHOLE BY PIPE INC OR EQUAL. INSIDE HEIGHT OF 17' -0 ". FLAT SLAB TOP AND BASE TO BE MINIMUM 12" THICKNESS. MANHOLE RATED FOR H2O LOADING, PROVIDE CON -SEAL OR EQUIVALENT GASKET AT ALL MANHOLE JOINTS_ ELEVATION_ 1" = 3' -0" #7 GRADE 60 REBAR DOWEL AT 18" OC / 16 EACH 6" DIAMETER PILING ATTACH STAND MOUNTED DISCHARGE ELBOW TO CONCRETE SLAB. SEE DETAIL. RAILING. SEE DWG NO. LM2 STAINLESS STEEL OR FIBERGLASS LADDER. SEE DWG NO. LM2 MAINTENANCE LANDING. SEE DWG NO. LM2 12" INFLUENT PIPE POLYPROPYLENE ENCAPSULATED MANHOLE STEPS. 11 STEPS AT 12" SPACING. BUILD UP SLOPING BOTTOM WITH CONCRETE OR GROUT. #5 REBAR MAT 12" EW #5 REBAR MAT 12" EW INSTALL PUMP TO MAINTAIN REMOVAL CLEARANCE. CONTRACTOR MUST DEMONSTRATE TO CITY THAT PUMP CAN BE REMOVED WITHOUT INTERFERENCE. TnD 111CIA/ NO SCALE VAULT WALL I 18" I 6" I j 36" WALL OF I min EXTENDED SUMP I ! I 'I 6„ STANDARD VAULT DRAIN TRENCH EXTENDED SUMP PLAN 1" = 2' -0" 16,9 F R 3il D REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE T-- INTERIOR VIEW *5=226319 NO SCALE Oi e� rV ti IN