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HomeMy WebLinkAboutWWP2702900.142" SCHEDULE BO PVC WET WELL AND DRY WELL VENT PIPE. SEE SITE PLAN FOR LOCATION OF VENT DISCHARGE. SEE DRAWING G=2 FOR DETAIL OF VENT DISCHARGE. LOWER ACCESS LADDER PROVIDE FLAT LANDING SURFACE FOR LADDER IN BOTTOM GROUT. FLOAT MOUNTING BRACKET OUTLINE OF ACCESS HATCH WET WELL i FINISH INTERIOR OF WETWELL PER SPECIFICATIONS. - -- CENTERLINE OF BASIN INSERT rr �.CL_.1..4�" CENTERLINE OF T. WETWELL AND DRYWELL LANDING PLATFORM PER CITY 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 4'x8' ACCESS HATCH, SEE NOTE. ELEVATION VARIES SEE SITE PLAN , NET WELL RIM .I _...._ _... _..... WET WELL VENT --, UPPER ACCESS LADDER SAFETY RAIL (TYPICAL) — WET WELL CLEANING PAD. SEE DETAIL DRAWING G-1. TOP OF CLEANING PAD B SEWER INVERT SHACKLE RODS (TYP) SEE NOTE. SUMP PUMP DISCHARGE LINE. MAINTAIN 3' COVER MINIMUM. SUMP PUMP DISCHARGE. PROVIDE 90' TURNDOWN AND PIPE TO EXTEND BELOW CLEANING PAD \` SAFETY RAIL. SEE DRAWING G-2 FOR DETAIL. PROPOSED PLAN VIEW \, LOWER ACCESS LADDER STAINLESS STEEL GUIDE RAILS O I _ MULTI/JOINT CONNECTION, SEE SHACKLE ROD NOTE. 2005' (3'-6') HIGH LEVEL FLOAT ALARM 200.3' (3'-3°) / u'EMERCENCY PUMP START FLOAT / 2' (TYP) i EMERGENCY PUMP STOP FLOAT n 197.0' OUTLINE OF ACCESS HATCH (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL WITH 1%" 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. J 9'-2" BELOW GRADE BOTTOM OF SUMP PUMP PIT PROVIDE (2) CDR -TEN OR STAINLESS STEEL SHACKLE RODS OF MINIMUM 1/2° DIAMETER WHERE SHOWN ON THE PLANS. COAT RODS WTH 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 ROOS, ADAPTERS AND ALL HARDWARE MUST BE STAINLESS STEEL OR COR-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. WET WELL FLOOR PROPOSED PROFILE VIEW a /� 4 e "0 — 2 7 — 1960 -- - - --- -- — -- 1" _ 2.-0" 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. RJ CONNECTION 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' BEYOND VAULT. RESTRAINED JOINT PIPE SHALL BE t9�SNAP-LOK, THRUST -LOCK OR APPROVED EQUAL. MEGALUGS OR OTHER SYSTEMS UTILIZING TEETH SHALL NOT BE ACCEPTED. 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 LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1)j" PVC DRAIN FROM FRAME TO DRAINS SUMP. MOUNT SECURELY WITH STAINLESS STEEL BRACKETS. PROVIDE ACCESS HATCH 'MTH 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. DRY WELL 10 DRY WELL RIM 2128',(15'-10") FORCE MAIN CENTERLINE v 7'-2" BELOW GRADE VAULT FLOOR 6' 6' PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. Ji Ii I� SUMP PUMP C t #4 REBAR 6' O.C. HAND PLACE GROUT BETWEEN 4 - 1 PIPE AND MANHOLE WALL (TYP) 8° DI GRAVITY SEWER TO LIFT STATION. SUMP PUMP PIT HOLES 4" INTO ` ANIDLEPDXY TO SECURERREBARL FOR SUMP PIT (TYPICAL) REVISED TO CONFORM TO CONSTRUCTION RECORDS MILLER2003 SCANNED OCT 0 8 �` RH2KENGINEERING INC. JAN 24 DATE MECHANICAL LEGEND (D SUBMERSIBLE SUMP PUMP, SEE SPECS. O2 TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" DISCHARGE O3 4' DI SPOOL (FLxPE), APPROX. 164" LENGTH ® 4' DI 90- BEND (FLzMJ) QS 4' DI PIPE, APPROX. 67" LENGTH © 4' DI LONG PATTERN MJ SLEEVE Q7 4' DI PIPE, APPROX. 93" LENGTH QB 4' FCA 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) 1© 4" DI SPOOL (FLxPE), APPROX. 28" LENGTH 1© 4" DI SPOOL (FLxFL) 24" LENGTH ® 4" DI WYE (FLxFLxFL) 1© 4' DI SPOOL (FLxFL) 20" LENGTH 16 4' MAGNETIC FLOWMETER EQUAL TO HERSEY BALANCED ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS i© 4' DI SPOOL (FLxPE), APPROX. 16" LENGTH 1® 4" FLANGE ADAPTER (FLxRJ) 1® 4' DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. ® ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3-4") 'MTH BASE AND RISER PIPE. COVER SHALL READ 'SEWER'. ©1 J' HOSE BIB, MOUNT 2'-0" ABOVE VAULT FLOOR. ® 8' DI TEE (FLxFLxFL) ® 8' DI SPOOL (FLxPE) ./BEVELED END, APPROX. 24" LENGTH ® 8' DI PIPE (FLxFL), LENGTH AS REQUIRED GRAVITY SEWER INTAKE e 1" = 2'-0" VALVE NUT EXTENSION. 8" GATE VALVE (FLzMJ) FORM CHANNEL IN GROUT, ROUTE SEWAGE TO GATE VALVE. GRAVITY SEWER INTAKE G 1' = 2'-0' AS-BUILTS REVISION x m z z 0 z n m I)) o Uo z °N C CA 1 Nr (n D O Oz Z y O J E `Q`0M r NM o tz ca 0 J LU W N Q p; z U 0 Z QTaT i Z Lu a N � ENGINEERS PLANNER S SCIENTISTS M42 ENGINEERING, INC. mttp: //..w r"2.com lb.x& 2cam 1.800.720 8052 BEWNGHAM OFFICE 360.676,0836 454 West Horton Rood BOTHELLOFFICE 425.951.5400 12100 NE 195th Street, Suite IM EAST VVENATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 3%876.7960 600 Kitmp Street, Suite 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 24 0.. wae¢x DMB M-1 — MM Dx ' JAN 24, 2003 m*: PAC L 101-082 10 mwc: KCC-M1