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HomeMy WebLinkAboutS-290018WET WELL FINISH INTERIOR OF WETWELL PER SPECIFICATIONS. CENTERLINE OF BASIN INSERT 1 WELL VENT PIPE. SEE SITE PLAN FOR LOCATION OF VENT DISCHARGE. SEE DRAWING G -2 FOR DETAIL OF VENT DISCHARGE. 4}" LOWER ACCESS LADDER PROVIDE FLAT LANDING SURFACE FOR LADDER IN BOTTOM GROUT. �.� FLOAT MOUNTING BRACKET 7 a OUTLINE OF ACCESS HATCH 9'-6- 411 I®?'0° 1, CENTERLINE OF MECHANICAL LEGEND Q1 SUBMERSIBLE SUMP PUMP, SEE SPECS. 20 TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" WETWELL AND DRYWELL DISCHARGE J .,.: - 4° DI SPOOL (FLzPE), APPROX. 164" LENGTH -- -----._.. ;k:1—Ua--------------------- 4" Of 90' BEND (FLxMJ) U5 1 O 4" DI LONG PATTERN MJ SLEEVE U7 LANDING PLATFORM PER CITY ® 4" FCA 09 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL OF RENTON STANDARD DETAIL 10 4° ECCENTRIC VALVE (FLxFL) w/HANDWHEEL 11 4" DI 45' BEND (FLzFI) i© UPPER ACCESS LADDER 13 4" DI SPOOL (FLxFL) 24". LENGTH 14 4" DI WYE (FLxFLxFL) 15 ' 16 � � O ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS SHACKLE RODS (TYP) SEE NOTE. UNI –HOIST WALL SLEEVE MODEL US 107 18 � r 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. ©p INSTALL PER MANUFACTURERS RECOMMENDATION. COORDINATE WITH CITY FOR ,z i 21 4" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR, SUMP PUMP DISCHARGE LINE. DEMONSTRATION OF PROPER OPERATION. MUST NOT W7THtl`( © ti LENGTH MAINTAIN 3' COVER MINIMUM. INSTALLATION INTERFERE HATCH OPERATION. IF SLEEVE CANNOT BE r °.L'a`) 1V� w° + SUMP PUMP DISCHARGE. PROVIDE INSTALLED IN ACCESS OPENING WITHOUT ' �( : " 31 90' TURNDOWN AND PIPE TO INTERFERENCE TO HATCH, CORE DRILL LID AND <.?RTz.?,i s,stdz..z�r" EXTEND BELOW CLEANING PAD INSTALL MAX 12" BACK FROM OPENING. j 1 SAFETY RAIL. SEE Y r B DRAWING G -2 FOR 8" Of GRAVITY SEWER INTAKE. SEE J DETAIL. DETAIL THIS SHEET ! 4'x8' ACCESS HATCH. SEE NOTE. ELEVATION VARIES – SEE SITE PLAN WET WELL RIM .RIN-1 :' WET WELL VENT --, UPPER ACCESS LADDER SAFETY RAIL (TYPICAL) —. WET WELL CLEANING PAD. SEE DETAIL DRAWING G -1. 208.0' L –0 ") TOP OF CLEANING PAD IS 206.5' (9' -6 ") ®8 SEWER INVERT 200.5' (3' -6 ") HIGH LEVEL FLOAT ALARM MERGENCY PUMP 2003' (3' -3 ") 'E START FLOAT 198.3' (1' -3 ") ® EMERGENCY PUMP STOP FLOAT n 197.0 (0' -0 ") WET WELL FLOOR W"vP— 2 7 - \ 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. 9' -2" BELOW GRADE m� BOTTOM OF SUMP PUMP PIT LOWER ACCESS LADDER STAINLESS STEEL GUIDE RAILS MULTI /JOINT CONNECTION. SEE SHACKLE ROD NOTE. 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. Rd CONNECTION 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 56' BEYOND VAULT. RESTRAINED JOINT PIPE SHALL BE SNAP –LOK, THRUST –LOCK OR APPROVED EQUAL, M1 19� 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 I)¢" 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 GRAP HOOK WITH SAFETY CLIP FOR EASY REMOVAL. PROVIDE DOORS WITH CAPTIVE BOLTS. ACCESS LADDER i– DRY WELL 217.5' (20'-6") DRY WELL RIM 212.8' (15-10 ") a� FORCE MAIN CENTERLINE 7' -2" BELOW GRADE VAULT FLOOR m' 24" 6' PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. r.. Pi's �is~x;:��%£✓ �7 ' > , � ISO �3f� SUMP PUMP 16" � v #4 REBAR 6" O.C. a9 HAND PLACE GROUT BETWEEN PIPE AND MANHOLE WALL (TYP) ` 4 °.r. 8" DI GRAVITY SEWER TO LIFT STATION. DR 4' INTO SUMP PUMP PIT VANID LL EPDXY HOLES TO SECURERREBARL FOR SUMP PIT (TYPICAL) PROPOSED PROFILE VIEW rA­ SCANNED OCT 0 8 2061� MECHANICAL LEGEND Q1 SUBMERSIBLE SUMP PUMP, SEE SPECS. 20 TOP FIBERGLASS BASIN DUPLEX MODEL 150 w/ 4" --T PAG DISCHARGE O3 4° DI SPOOL (FLzPE), APPROX. 164" LENGTH ® 4" Of 90' BEND (FLxMJ) U5 4" DI PIPE, APPROX, 67" LENGTH © 4" DI LONG PATTERN MJ SLEEVE U7 4° DI PIPE, APPROX. 93" LENGTH ® 4" FCA 09 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 (FLzFI) i© 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 O ELECTRODE PLANE MAGNETIC FLOWMETER, SEE SPECS 1© 4° DI SPOOL (FLxPE), APPROX. 16° LENGTH 18 4" FLANGE ADAPTER ( FLxRJ)', 19 4" DI RESTRAINED JOINT PIPE, LENGTH AS REQUIRED. ©p ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH Z Q Q = BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 4" HOSE 818, MOUNT 2' -0" ABOVE VAULT FLOOR, 8° DI TEE (FLxFLxFL) © 8" 01 SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH ® 8" DI PIPE (FLxFL), LENGTH AS REQUIRED 24" 6' PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. r.. Pi's �is~x;:��%£✓ �7 ' > , � ISO �3f� SUMP PUMP 16" � v #4 REBAR 6" O.C. a9 HAND PLACE GROUT BETWEEN PIPE AND MANHOLE WALL (TYP) ` 4 °.r. 8" DI GRAVITY SEWER TO LIFT STATION. DR 4' INTO SUMP PUMP PIT VANID LL EPDXY HOLES TO SECURERREBARL FOR SUMP PIT (TYPICAL) PROPOSED PROFILE VIEW rA­ SCANNED OCT 0 8 2061� ENGINEERS iPLA TYNE RS SCIENTISTS GRAVITYSEWER INTAKE RH2 ISHONEEFUNG "ice .0 so0h2rh2.wm maObxQrh2.cam 1" = 2 —0" 1.800.720.8052 BELLINGHAN OFFICE S � 1 360.676.0836 E 454 West est Horton Road BOTHIELL OFFICE 425.951.5400 VALVE NUT EXTENSION. 12100 NE 1951h Street, Suite 100 EAST MtENATCNEE OFFICE 509.8861900 300 Simon Street, Suite 5 8" GATE VALVE (FLxMJ) PORTORCNAROOFFICE 360.876.7960 600 Kitaap Street, Suite 101 FORM CHANNEL IN GROUT, SCALE: SHOWN ROUTE SEWAGE TO GATE VALVE. 0 i" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG -1 24 Dx xo. GRAVITY SEWER INTAKE C C 2' -0" fi m z °'u—xexFn Mm MM z 0 z am JAN 24, 2003 11T No L --T PAG C) m DJB I MM 1/24/03 aosxo.:101 -082 10 O BY VIEW I DATE rc[wwa: KCC –Mt r_ `t7 "-3 a _ 0 z V2 Z O J E La 0L 1.` a 0 17L O sy V V W CL Uj ca H 0 Z Q Q = yF b cWc V/ G ENGINEERS iPLA TYNE RS SCIENTISTS GRAVITYSEWER INTAKE RH2 ISHONEEFUNG "ice .0 so0h2rh2.wm maObxQrh2.cam 1" = 2 —0" 1.800.720.8052 BELLINGHAN OFFICE S � 1 360.676.0836 E 454 West est Horton Road BOTHIELL OFFICE 425.951.5400 VALVE NUT EXTENSION. 12100 NE 1951h Street, Suite 100 EAST MtENATCNEE OFFICE 509.8861900 300 Simon Street, Suite 5 8" GATE VALVE (FLxMJ) PORTORCNAROOFFICE 360.876.7960 600 Kitaap Street, Suite 101 FORM CHANNEL IN GROUT, SCALE: SHOWN ROUTE SEWAGE TO GATE VALVE. 0 i" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG -1 24 Dx xo. GRAVITY SEWER INTAKE C C 2' -0" °'u—xexFn Mm MM (N_, am JAN 24, 2003 11T No L --T PAG AS– BUILTS DJB I MM 1/24/03 aosxo.:101 -082 10 REVISION BY VIEW I DATE rc[wwa: KCC –Mt