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HomeMy WebLinkAboutS-29002AWET WELL 48' ACCESS HATCH. SEE NOTE. ELEVATION VARIES — SEE SITE PLAN WET WELL RIM WET WELL VENT UPPER ACCESS LADDER —� SAFETY RAIL (TYPICAL) —� WET WELL —� CLEANING PAD. SEE DETAIL DRAWING G -1. a� 208.0' (11' -0 ") v TOP OF CLEANING PAD 206.5' (9' -6 ") 200.5' (3' -6 ") HIGH LEVEL FLOAT ALARM 200.3' (3' -3 ") EMERGENCY PUMP START FLOAT 198.3' (1' -31 EMERGENCY PUMP STOP FLOAT 197.0' (0' -0 ") WET WELL FLOOR R' :101 1:01 C. DRY WELL ACCESS LADDER 50 FEET OF 3/4" INDUSTRIAL GRADE FLEXIBLE WATER HOSE WITH NOZZLE AND STAINLESS STEEL WALL MOUNT RACK. UNI —HOIST WALL SLEEVE MODEL US 101. INSTALL TYPICAL TO WET WELL. t < ::...... ..:.. . ...:: WATER LINE TO REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. SEE SITE PLAN FOR DETAILS. 10 11 12 :J RJ CONNECTION -- �. 21 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' 0 • • • wir DRY WELL VENT NEI LEVEL TRANSMITTER SETPOINTS 200.0' (3' -0 ') HIGH LEVEL ALARM 199.5' (2' -6 ") LAG PUMP START 199.0' (2' -0 ") LEAD PUMP START 198.5' 1' -5" PUMP STOP LOWER ACCESS LADDER STAINLESS STEEL GUIDE RAILS MULTI /JOINT CONNECTION. SEE SHACKLE ROD NOTE. 8" (TYP) (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL WITH 11%" PIPE INCLUDING CHECK VALVE. PROVIDE UNION AND BALL VALVE ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. ALL PIPE FITTINGS TO BE PVC, COPPER OR BRASS SUMP PUMP PIT. SEE DETAIL THIS SHEET. FINISH INTERIOR PIPING PER SPECIFICATIONS. ACCESS HATCH NOTE HATCHES SHALL BE DOUBLE ALUMINUM DIAMOND PLATE ACCESS "DOORS EQUAL TO LW HATCH TYPE JD. DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT. DOORS SHALL PROVIDE SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT GASKET, RECESS HASP COVERED WITH HINGED L.ID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1Y2" PVC DRAIN FROM FRAME TO DRAINS SUMP. MOUNT SECURELY WITH STAINLESS STEEL BRACKETS. PROVIDE ACCESS HATCH WITH TWO STAINLESS STEEL SAFETY CHAINS (ONE AT EACH OPEN END). PROVIDE EACH CHAIN WITH ONE STAINLESS STEEL CLEVIS CRAP HOOK WITH SAFETY CLIP FOR EASY REMOVAL. PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER /-- DRY WELL 10 16 �� 2,0 _ 9' -2" BELOW GRADE BOTTOM OF SUMP PUMP PIT SHACKLE ROD NOTE PROVIDE (2) COR —TEN OR STAINLESS STEEL SHACKLE RODS OF MINIMUM` 1/2" DIAMETER WHERE SHOWN ON THE PLANS. COAT RODS WITH EPDXY PAINT INSIDE WET WELL AND WHEN BURIED. MOUNT WITH STAINLESS STEEL OR COR -TEN HARDWARE. PROVIDE ADAPTER FROM (3) SHACKLE ROD SYSTEM TO (2) SHACKLE ROD SYSTEM: AS NEEDED TO ATTACH TO MULTI /JOINT DISCHARGE ON WETWELL BASIN. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTION AND RESTRAINT ASSOCIATED WITH MULTI /JOINT CONNECTIONS. SHACKLE RODS, ADAPTERS AND ALL HARDWARE MUST BE STAINLESS STEEL OR CDR —TEN; - STRUCTURAL NOTE THIS PLAN IS FOR CONSTRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE LIFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. PROFILE VIEW 1" = 21-0" (6 ll 0%0 son bumP PUMP PIT 217.5' (20' -6 ") DRY WELL RIM •11 212.8' (15' -10 -) FORCE MAIN CENTERLINE 7' -2" BELOW GRADE VAULT FLOOR 6" PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. —r SUMP PUMP 16" #4 REBAR 6" O.C. HAND PLACE GROUT BETWEEN T PIPE AND MANHOLE WALL (TYP) 6" 1- 8" DI GRAVITY SEWER TO LIFT STATION. DRILL HOLES 4" INTO DRY WELL AND EPDXY TO SECURE REBAR FOR SUMP PIT (TYPICAL) REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER JAN 24 2003 RI-12 ENGINEERING INC. DATE M) C 17 I' GRAVITY SEWERINTAKE u� VALVE NUT EXTENSION. 8" GATE VALVE (FLxMJ) FORM CHANNEL IN GROUT, 22780 EXPIRES 3/19/20, SIGNED. 11126 1 71 RH2 ENGINEERING, NC. BELLINGHAM OFFIC BOTHELL OFFICE EAST WENATCHEE t FFiCE PORT ORCHARD OF ICE ROUTE SEWAGE TO GATE VALVE. 0 its R DRAWING IS NOT TO CALE •�-�4 "' " = °�"�''' IF BAR IS NOT 2" L )NG PLOT: 24 DWG NO. Alf ENGINEER: DMB �,M-1 ITY SEWER INTAKE C C REVIEWED: DM 1 "— 2 '— — 0 DATE: JAN 27, 2003 NEE o. CLIENT: PAG AS— BUILTS DJB MM 1/24/03 JOB No.: 101-082 NO. REVISION BY REVIEW DATE FILENAME: KCC—M1 17�1- ' M L � x t ``55 t1 ,I MECHANICAL LEGEND O SUBMERSIBLE SUMP PUMP, SEE SPECS. O TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE Q3 4" DI SPOOL (FLxPE), APPROX. 164" LENGTH ® 4" DI 90° BEND (FLxMJ) O5 4" DI PIPE, APPROX. 67" LENGTH © 4" DI LONG PATTERN MJ SLEEVE O7 4" DI PIPE, APPROX. 93" LENGTH ® 4" FICA Q9 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS. 10 4" ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" DI 45° BEND (FLxFL) 0 4" DI SPOOL (FLxPE), APPROX. 28" LENGTH 13 4" DI SPOOL (FLxFL) 24" LENGTH 14 4" DI WYE (FLxFLxFL) 15 4" DI SPOOL (FLxFL) 20" LENGTH 16 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 17 4" DI SPOOL (FLxPE), APPROX. 16" LENGTH 18 4" FLANGE ADAPTER (FLXRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. © ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 J" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. © 8" DI TEE (FLxFLxFL) ©3 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED M) C 17 I' GRAVITY SEWERINTAKE u� VALVE NUT EXTENSION. 8" GATE VALVE (FLxMJ) FORM CHANNEL IN GROUT, 22780 EXPIRES 3/19/20, SIGNED. 11126 1 71 RH2 ENGINEERING, NC. BELLINGHAM OFFIC BOTHELL OFFICE EAST WENATCHEE t FFiCE PORT ORCHARD OF ICE ROUTE SEWAGE TO GATE VALVE. 0 its R DRAWING IS NOT TO CALE •�-�4 "' " = °�"�''' IF BAR IS NOT 2" L )NG PLOT: 24 DWG NO. Alf ENGINEER: DMB �,M-1 ITY SEWER INTAKE C C REVIEWED: DM 1 "— 2 '— — 0 DATE: JAN 27, 2003 NEE o. CLIENT: PAG AS— BUILTS DJB MM 1/24/03 JOB No.: 101-082 NO. REVISION BY REVIEW DATE FILENAME: KCC—M1 17�1- ' M L � x t ``55 t1 ,I