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HomeMy WebLinkAboutS-2900152" SCHEDULE 80 PVC WET WELL AND DRY WELL VENT PIPE SEE SITE PLAN FOR LOCATION OF VENT DISCHARGE SEE DRAWING G -'_ FOR DETAIL OF VENT DISCHARGE. WET WELL \ FINISH INTERIOR OF WETWELL PER SPECIFICATIONS. CENTERLINE OF BASIN INSERT CENTERLINE OF WETWELL AND DR LL LANDING PLATFORM PER Cl OF RENTON STANDARD DETAIL UPPER ACCESS LADDER UNI -HOIST WALL SLEEVE MODEL US 101. INSTALL PER MANUFACTURER'S RECOMMENDATION. COORDINATE WITH CITY FOR DEMONSTRATION OF PROPER OPERATION. INSTALLATION MUST NOT INTERFERE WITH HATCH OPERATION. IF SLEEVE CANNOT BE INSTALLED IN ACCESS OPENING WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID AND INSTALL MAX 12" BACK FROM OPENING. 8" DI GRAVITY SEWER INTAKE SEE DETAIL THIS SHEET 48' ACCESS HATCH. SEE NOTE. ELEVATION VARIES - SEE SITE PLAN Is WET WELL RIM WET WELL VENT -� e--rt- UPPER ACCESS LADDER SAFETY RAIL (TYPICAL) WET WELL CLEANING PAD. SEE DETAIL DRAWING G -1. O0F (7' -0 OP CEN PAD a� 206.5 (9' -6") v 8 SEWER INVERT 20(1.5' (3' -6 ") HIGH LEVEL FLOAT ALARM n 20(1.3' (3' EMERGENCY PUMP START FLOAT � 798.3 V EMERGENC(1Y PUMP STOP FLOAT WET WELL FLOOR wrap -z7 °210oc LOWER ACCESS LADDER PROVIDE FLAT LANDING SURFACE FOR LADDER, IN DOTTOM GROUT. FLOAT MOUNTING BRACKET OUTLINE OF ACCESS HATCH 9, -B. ova L SHACKLE RODS (TYP) SEE NOTE SUMP PUMP DISCHARGE LINE MAINTAIN 3' COVER MINIMUM. SUMP PUMP DISCHARGE. PROVIDE 00! 90' TURNDOWN AND PIPE TO EXTEND BELOW CLEANING PAD SAFETY RAIL SEE DRAWING G-2 FOR DETAIL 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 WATER LINE TO REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. SEE SITE PLAN FOR DETAILS 0 1 Q RJ CONNECTION © 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' O BEYOND VAULT. RESTRAINED JOINT PIPE SHALL BE SNAP -LOK, THRUST -LOCK OR APPROVED EQUAL. MEGALUGS 0!9 OTHER SYS 7 6 SHALL NOT BE A CEPTED.TEMS UTILIZING TEETH SHACKLE ROD NV 1C PROVIDE (2) CDR -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 COR -TEN. STRUCTURAL NOTE THIS PLAN IS FOR CO"'TRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE UFFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. 272.8' (15' -70 ") n FORCE MAIN CENTERLINE v 7' -2" BELOW GRADE Is VAULT FLOOR 0 SUBMERSIBLE SUMP PUMP, SEE SPECS. QZ TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE O3 4" U SPOOL (FLxPE), APPROX. 164" LENG•N ® 4" DI 90' BEND (FLT!) 05 4" DI PIPE, APPR3X 67" LENGTH j © 4" DI LONG PATIERN MJ SLEEVE O7 4° DI PIPE, APPROX. 93" LENGTH I 8O 4° FCA 0 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS t® 4" ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4° O 45' BEND (FL)FL) 1© 4" D1 SPOOL (FLxPE), APPROX. 28° LENGTH 1© 4" DI SPOOL (FLxFL) 24'. LENGTH ® 4" DI WYE (FL.FLxFL) 7© 4" O SPOOL (FLxFL) 20" LENGTH i6 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4" D1 SPOOL (FL.PE), APPROX. 16" LENGTH 1® 4" FLANGE ADAPTER (FLxRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REWIRED. ® ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3-4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". ® 3" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR. ® 8" 01 TEE (FLhlxFL) ® 8" DI SPOOL (FLxPE) w/BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 1U. u4AoG o c _ ONH. i J�IRES JA9 S1GX8k 11/28/Hf y ® J a p CL N Iz Ca J Z V �. Vh a \_ FINISH INTERIOR PIPING PER SPECIFICATIONS. OUTLINE OF ACCESS HATCH i B (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL ACCESS HATCH NOTE WITH 1%' PIPE INCLUDING CHECK VALVE HATCHES SHALL BE DOUBLE ALUMINUM DIAMOND PLATE ACCESS PROVIDE UNION AND BALL VALVE ON EACH RUN DOORS EQUAL TO LW HATCH TYPE M. DOORS TO LOCK IN VERTICAL OF STRAIGHT PIPE SECURE PIPE TO WALL ALL PIPE FITTINGS TO BE PVC, COPPER OR BRASS POSITION WITHOUT MOVEMENT. DOORS SHALL PROVIDE SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT SUMP PUMP PIT. SEE DETAIL ' GASKET, RECESS HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND THIS SHEET. FASTENERS SHALL . BE TYPE 316 STAINLESS STEEL ROUTE 1)¢" PVC DRAIN FROM FRAME TO DRAINS SUMP. MOUNT SECURELY WITH Q VALVE NUT EXTENSION. STAINLESS STEEL BRACKETS. PROVIDE ACCESS HATCH WITH TWO STAINLESS STEEL SAFETY CHAINS (ONE AT EACH OPEN END). /4 REBAR 6" O.C. HAND PROVIDE EACH CHAIN WITH ONE STAINLESS STEEL CLEAS GRAP HOOK WITH SAFETY GIP FOR EASY REMOVAL PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER 6' DRY Wfll 8" DI GRAVITY SEWER 217.5 (20' -6 ") x TO L -FT STATION. DRY WELL RIM SHACKLE ROD NV 1C PROVIDE (2) CDR -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 COR -TEN. STRUCTURAL NOTE THIS PLAN IS FOR CO"'TRUCTION OF MECHANICAL AND WETWELL BASIN COMPONENTS OF THE UFFT STATION SEE STRUCTURAL PLAN BY OTHERS FOR CONSTRUCTION OF THE WETWELL AND DRYWELL STRUCTURES. 272.8' (15' -70 ") n FORCE MAIN CENTERLINE v 7' -2" BELOW GRADE Is VAULT FLOOR 0 SUBMERSIBLE SUMP PUMP, SEE SPECS. QZ TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE O3 4" U SPOOL (FLxPE), APPROX. 164" LENG•N ® 4" DI 90' BEND (FLT!) 05 4" DI PIPE, APPR3X 67" LENGTH j © 4" DI LONG PATIERN MJ SLEEVE O7 4° DI PIPE, APPROX. 93" LENGTH I 8O 4° FCA 0 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO KENNEDY MODEL 106, SEE SPECS t® 4" ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4° O 45' BEND (FL)FL) 1© 4" D1 SPOOL (FLxPE), APPROX. 28° LENGTH 1© 4" DI SPOOL (FLxFL) 24'. LENGTH ® 4" DI WYE (FL.FLxFL) 7© 4" O SPOOL (FLxFL) 20" LENGTH i6 4" MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4" D1 SPOOL (FL.PE), APPROX. 16" LENGTH 1® 4" FLANGE ADAPTER (FLxRJ) 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REWIRED. ® ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3-4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". ® 3" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR. ® 8" 01 TEE (FLhlxFL) ® 8" DI SPOOL (FLxPE) w/BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 1U. u4AoG o c _ ONH. i J�IRES JA9 S1GX8k 11/28/Hf y ® J a p CL N Iz Ca J Z V �. Vh a I Gi179T17 SEWM INTAKE -A W < i B E:__ ENTIRE OPEN AREA. C (' r W SUMP PUMP F• 16° I IILLER JAN 24 PROPOSED PROFILE VIEW � SCANNED OCT U S – " MAA2 ENGINEERING G INC. GATE -.7 AS- GUILTS om MM —, REVISION BY I REVIEW ;-Li;, In, ERS NNERS SCIENTISTS NH2ENQ9 EWD76. INC h. .dMx&hZ- IAK72A5052 8ELLax*lm OPPICE 360676.06'6 454 Ned Hwlm Rood BOTHELLOFFN= '25951.5400 2TOG w i9l. Swx4 9A. 105 EARTVw01ATC1lE0FV= 50A88629W 300 S.. SbM, s u 5 Pa111*02 rSIAND aLmcc 760876.7960 6[O wdI suwL 5oiix 101 SCALE: SOWN 0 1" 2" DRAWING IS NOT TO SCALE ,JN IS NOT 2" LONG rfm: a 2.4 9s: •n o�DMB M -1 Gi179T17 SEWM INTAKE ° 24" 6" PROVIDE FIBERGLASS i B GRATE TO COVER ENTIRE OPEN AREA. SUMP PUMP F• 16° < ,C... Q VALVE NUT EXTENSION. /4 REBAR 6" O.C. HAND PLACE GROUT BETWEENt; PIPE AND MANHOLE WALL (TYP) 8" GATE VALVE (FLAMJ) 6' 8" DI GRAVITY SEWER L TO L -FT STATION. FORM CHANNEL IN GROUT, GRILL HOLES 4" INTO DRY WELL ROUTE SEWAGE TO GATE VALVE. SUMP PUMP PIT AND EPDXY TO SECURE REBAR l V -0" FOR SUMP PIT (TYPICAL) REVISED CONFORM GRAVITY SEWER INTAKE To CONSTRUCTION RECORDS q q 1, = r -o" qEAU IILLER JAN 24 PROPOSED PROFILE VIEW � SCANNED OCT U S – " MAA2 ENGINEERING G INC. GATE -.7 AS- GUILTS om MM —, REVISION BY I REVIEW ;-Li;, In, ERS NNERS SCIENTISTS NH2ENQ9 EWD76. INC h. .dMx&hZ- IAK72A5052 8ELLax*lm OPPICE 360676.06'6 454 Ned Hwlm Rood BOTHELLOFFN= '25951.5400 2TOG w i9l. Swx4 9A. 105 EARTVw01ATC1lE0FV= 50A88629W 300 S.. SbM, s u 5 Pa111*02 rSIAND aLmcc 760876.7960 6[O wdI suwL 5oiix 101 SCALE: SOWN 0 1" 2" DRAWING IS NOT TO SCALE ,JN IS NOT 2" LONG rfm: a 2.4 9s: •n o�DMB M -1