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HomeMy WebLinkAboutS-342104W TEMPORARY 2" GALVANIZED PIPE 2000S AND 2" GATE VALVE - : FINISHED GRADE ELEVATION - i, AS -BUILT p- AND FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA. F -5110 OR U ap INSTALL 2" PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10-IN I CH DIAMETER AND UNDER) AFTER REMOVAL OF POLYNG r7 - - ..SUPER CENTURION 200. AND `NATEROUS PACER WITH 6" MECHANICAL 6' RIPE FLx FL. Q Z NEW WATER MAIN I POLYPIG - U Q - VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SMALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) - co w Z 0 ONE SUED FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY INSTAtI EPO %1'' NON-SHRINK GROUT (TYPO) (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2 ". PLUG AFTER REMOVAL OF CLEANING "POLY -PIG') ONE BUND FLANGE ON BOTTOM OF CROSS - ONE PLUG (Md) ON END OF CROSS - - CONCRETE BLOCKING - - ALL DEBRIS AND POLYPICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE - DISINFECTION OF NEW WATER MAIN w � WATER MAIN POLYPIGGING STATION PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR VERTICAL CROSS FOR POLYPIGGING GASKETED LID, FRP 4Y APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS CITY OF RENTON : Q o +O+ - .STANDARD PLANS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO - - W. o z LST DATE: 04/04 - -� O Z m ' 0 co) W � w n DWG NAME' 8114 SP PAGE: B114 DATE REVISION BY APPR CURB OR 12" BEHIND BACK OF A ^O Z� N m W U CONNECTOR SIDEWALK THAT IS ADJACENT TO N O CURB II e Z O h z L4 aW U MW� - — TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER: / EQUAL TO OLYMPIC. FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" z 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT - h {n V) x21 e© EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). o LJ v OL -. o Lt til 4 0. V _ E-4 3 U MIN 2 88 Z �� AS SETIIMSO ITEE TWO -WAY BLUE STORM. DRAIN SYSTEM WITH I -0 L E /ONE EQUALIZE 2.0" DIA. V CATCH BASIN OR MANHOLE W TEMPORARY 2" GALVANIZED PIPE 2000S AND 2" GATE VALVE - : FINISHED GRADE ELEVATION - i, AS -BUILT p- AND FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA. F -5110 OR '. ap INSTALL 2" PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10-IN I CH DIAMETER AND UNDER) AFTER REMOVAL OF POLYNG 4 FT MIN. COVER (12 -INCH. DIAMETER AND OVER) - - ..SUPER CENTURION 200. AND `NATEROUS PACER WITH 6" MECHANICAL 6' RIPE FLx FL. Q Z NEW WATER MAIN I POLYPIG - U Q - VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SMALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) - �'. ONE SUED FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY INSTAtI EPO %1'' NON-SHRINK GROUT (TYPO) (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2 ". PLUG AFTER REMOVAL OF CLEANING "POLY -PIG') ONE BUND FLANGE ON BOTTOM OF CROSS - ONE PLUG (Md) ON END OF CROSS - - CONCRETE BLOCKING - - ALL DEBRIS AND POLYPICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE - DISINFECTION OF NEW WATER MAIN w � WATER MAIN POLYPIGGING STATION PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR VERTICAL CROSS FOR POLYPIGGING GASKETED LID, FRP 4Y APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS CITY OF RENTON : Q o +O+ - .STANDARD PLANS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO - - U LST DATE: 04/04 - -� U O n DWG NAME' 8114 SP PAGE: B114 DATE REVISION BY APPR W m 2000S U) Q J C (J! m\ pIM ":3 m AS -BUILT p- AND FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA. F -5110 OR S FWFR ap - COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER dzZ mow lI - - INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR ..SUPER CENTURION 200. AND `NATEROUS PACER WITH 6" MECHANICAL 6' RIPE FLx FL. Q Z JOINT INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" - U Q - HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER PRECAST CONCRETE VAULT WIN 3. -. 3'x S m 2000S U) W m\ pIM DETAILS AS -BUILT p- AND FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA. F -5110 OR S FWFR ap - COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER dzZ - - - INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR ..SUPER CENTURION 200. AND `NATEROUS PACER WITH 6" MECHANICAL 6' RIPE FLx FL. Q Z JOINT INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" - U Q - HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER MUELLER CO. A- 2600 -6 WITH BALL DRIP VALVE AT BOTTOM CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, �'. N INSTAtI EPO %1'' NON-SHRINK GROUT (TYPO) 4.875' SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS Q - STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT, .FIRE HYDRANT TO 6" PIPE, FL. FL. 3'0" LONG _ - BE PAINTED WITH TWO COATS OF PAINT. KELLY -MOORE /PRESERVATIVE w � _ PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR ACCESS WAY VENT GASKETED LID, FRP 2 Q APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS Q > Q o N p - DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO - - U BE USED IF REQUIRED. - - -� U O 18" TO 20" BEHIND BACK OF = U - p E..www j CURB OR 12" BEHIND BACK OF O Z� N m W U CONNECTOR SIDEWALK THAT IS ADJACENT TO N O CURB II e Z O h z L4 aW U O - — TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER: / EQUAL TO OLYMPIC. FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" z 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT - TR -PL METER V) x21 e© EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). 00 Lt 12 -6 W /GND 4 - MAX - tOil MIN 2 88 �� AS SETIIMSO ITEE TWO -WAY BLUE STORM. DRAIN SYSTEM WITH T '' 2'-11- E /ONE EQUALIZE 2.0" DIA. 6 D FL. " 90' BEN CATCH BASIN OR MANHOLE - 42" MIN CONCRETE - BLOCKING GALVANIZED STEEL - - - BURY LADDER COMPACTED FOUNDATION END VIEW NOTE: GRAVEL O - - STANCHIONS BOLTED TO FLOOR. O N_ 1.. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 4.50" O.D. s 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE -Q t• S30`42104 TIME OF INSTALLATION TO CENTER THE .PIPE IN VAULT OPENING. AFTER - MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET, COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND PVC PIPE (STANDARD). Q INSTALL AOJUSTABLE PIPE SUPPORT. Q d 4, INSTALL GALVANIZED LADDER FOR ACCESS. 6 STANDPIPE W/4 2-1/2" NOZZLE - 0 []_ PROTECTION ASSEMBLY o 6" GATE VALVE (FL X MJ) AWWA 0-509. RESILIENT SEAT - l WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. ADOPTED ¢i 9 CITY OF }2ENLON 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 6. INSTALL BRASS PLUGS AT ALL TEST COCKSO+ w w (304 S.S.} w j 16" x 8" z 4" INUM 2 -3/4" COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. LSE DATE: 04/04 Z z Y O BY CONCRETE BLOCK \l' DWG. NAME: 8099 SP PAGE: 8099 v0 w a UNDER HYDRANT S.S. CAST BALL VALVE Oi °1/2 YARD WASHED DRAIN ROCK (3 "TO 3/8 ") MIN. ABOVE BOOT FLANGE. PLACE 8 MIL N POLYETHYLENE FILM AROUND TOP AND SIDES OF 1 1/4' DISCHARGE LINE GRAVEL. U q Q Q ' FIRE HYDRANT ASSEMBLY" (304 S.S.) Q 42.8in 1087mm CHECK VALVE 00 h r, 3 DISCH Go 1 (NORYL ) LEVEL ALL GROUND W -o O O N O O W Q MIN 3' RADIUS - LEVEL ALL GROUND MIN 3' RADIUS ^ N LLJ ALARM x X ` N Q N i n Y.5 800mm ( ( (NORYL) STORZ j16 1 I 28.5in ON ONE MAN ROCK _0Q CO m 6p 724mm mo m FILL Q OFF 106901 I CUT 401E -. 20.5in 16.5in 521mm 420mm w HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL Cn Z J 0 N \ O ADOPTED 74 gat 58 Sot 280 L 220 L UJI "A CITY OF RENTON j 150 GALLON CAPACITY + + """"'��■��` STANDARD PLANS + O� LST DATE: 04/04 h Q O Q DATE REVISION BY APPR D DWG: NAME: 8102 SP PAGE' 8102 PRECAST CONCRETE VAULT WIN 3. -. 3'x S ONE EACH SIDE 4 "x 2 1/2' FIRE DEPARTMENT DOUBLE 2000S U) N h DETAILS AS -BUILT WATER AND E ANII ARY S FWFR p - TOUCH READ PIT LID SENSOR - - - - INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR O 6' RIPE FLx FL. h Z - COVER THROUGH 1 -5/8" DIA. V -0" LONG - CHECK VALVE, FL. EQUAL TO - DRILLED HOLE IN COVER. MUELLER CO. A- 2600 -6 WITH BALL DRIP VALVE AT BOTTOM THE BY -PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. �'. CEMENT LINED: LENGTH TO FIT. INSTAtI EPO %1'' NON-SHRINK GROUT (TYPO) Z O Q VJ 3 -D 6" PIPE, FL. FL. 3'0" LONG U w � _ ACCESS WAY VENT GASKETED LID, FRP 2 Q p W Q > Q o N p 6" PIPE - - U I FL SCREW 18" FOR 10" ASSEMBLY 17 STRAIN RELIEF CORD DUAL WALL, CORRUGATED E..www j i/2' FOR 8" ASSEMBLY 18 -- CONNECTOR HDPE ACCESSWAY 1/2' FOR 6" ASSEMBLY -° —tee _.2 °6'- 3' 2•' _ .5/8'x3/4" INVENSYS ui O O - TR -PL METER POWER & ALARM CABLE �_ x21 00 Lt 12 -6 W /GND z INTERNAL WELL VENT STORM. DRAIN SYSTEM WITH T '' 2'-11- E /ONE EQUALIZE 2.0" DIA. PRECAST CONCRETE VAULT WIN 3. -. 3'x S ONE EACH SIDE 4 "x 2 1/2' FIRE DEPARTMENT DOUBLE 2000S HINGED STEEL PLATE COVERS. DIMENSION it' - 2 "x 7' -2° EQUAL 'a UTIUTY 4" ADAPTER; Fl.x SCREWED CONNECTION FOR STANDPIPE WITH BREAKABLE CAST IRON HOSE CAPS. DETAILS AS -BUILT WATER AND E ANII ARY S FWFR PRECAST CONCRETE VAULT WIN 3. -. 3'x S ONE EACH SIDE 4 "x 2 1/2' FIRE DEPARTMENT DOUBLE 2000S HINGED STEEL PLATE COVERS. DIMENSION it' - 2 "x 7' -2° EQUAL 'a UTIUTY 4" ADAPTER; Fl.x SCREWED CONNECTION FOR STANDPIPE WITH BREAKABLE CAST IRON HOSE CAPS. PIPE VAIN COLLAR 18- VALVES AND TEST FROM P.E. COCKS. AND APPROVED CROSS- CONNECTION CONTROL - " VAULT OR EQUAL 4 "x4'.6" BULL HEAD TEE. FL. ONE EACH SIDE EQUAL TO GRINNEL ASSEMBLY 6'x6'x6 TEE; FL: .RED - .FIG. 1682 WITH HOSE CAPS FIG. 1333. - TOUCH READ PIT LID SENSOR - - - - INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR MOUNTED ON STEEL PLATE 6' RIPE FLx FL. 6" SWING TYPE GRAMTY OPERATED - - COVER THROUGH 1 -5/8" DIA. V -0" LONG - CHECK VALVE, FL. EQUAL TO - DRILLED HOLE IN COVER. MUELLER CO. A- 2600 -6 WITH BALL DRIP VALVE AT BOTTOM THE BY -PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 18" FOR IO" ASSEMBLY 17 1/2" FOR B" ASSEMBLY CEMENT LINED: LENGTH TO FIT. INSTAtI EPO %1'' NON-SHRINK GROUT (TYPO) ON STEEL PLATE COVER THROUGH 5/8 "x3 /4" SENSUS SRI] (TR/PL) METER 18 1/2, FOR 6" ASSEMBLY _2 3 -D 6" PIPE, FL. FL. 3'0" LONG il.�ll t�tta riv�ra7.CTl�llll��l''.f���� ii►•Ii r✓Itatataitaor*I�s;,l�, Ipl ©1,,'�^.�i;�I��taQ. 12' ALL AROUND CONCRETE ' li1tJ I V& 8" ASSEMBLY. 6" SHORT RADIUS 90° BEND FL. 10" ASSEMBLY SW 8'X6` REDUCING BEND FL 10 6ULOINC –�- DEAOMAN BLOCK REQUIRED, ALL DETECTOR DOUBLE CHECK VALVE FL x MJ ADAPTOR 2000S B" OR 6" "Lx P,E. ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF PLAN - MANUAL RUN PIPE VAIN COLLAR 18- VALVES AND TEST FROM P.E. COCKS. AND APPROVED CROSS- CONNECTION CONTROL - " 10' ASSEMBLY 10 10 "x8'TEE. FL. � e' ASSEMBLY 8 "x8'+16' TEE FL 6" 2 10 -. 3• -8" LONG ASSEMBLIES PER DEPARTMENT OF ASSEMBLY 6'x6'x6 TEE; FL: .RED 8`- 3' -6' LONG HEALTH LATEST APPROVED LIST. 6 '- 4' -0" LANG 10', 8', OR 6' GATE VALVE. FLx MJ, I WHITE - - DOUBLE CHECK VALVE ASSEMBLY .WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE - GND - - INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR GRIN /TEL SHUTOFF. VALVES EQUAL ) , ORANGE 10', 8 ". OR 6" FLANGEO COUPLING 6 ADAPTER EQUAL TO ROMAC. - 10', 8 ". OR 6' DUCTILE IRON LUE BLUE. CLASS 52 NIPPLE PIPE. TOUCH READ PIT LID SENSOR MOUNTED CEMENT LINED: LENGTH TO FIT. ON STEEL PLATE COVER THROUGH DHI52-160 DR152 -160 - I -5/8" DIA. DRILLED HOLE IN COVER,: 3„ _ ACCESS WAY VENT GASKETED LID, FRP 36 "70 42' N p 6" PIPE - - U I FL SCREW 18" FOR 10" ASSEMBLY 17 STRAIN RELIEF CORD DUAL WALL, CORRUGATED i/2' FOR 8" ASSEMBLY 18 -- CONNECTOR HDPE ACCESSWAY 1/2' FOR 6" ASSEMBLY -° —tee _.2 °6'- 3' 2•' _ .5/8'x3/4" INVENSYS - - TR -PL METER POWER & ALARM CABLE �_ 0') 12 -6 W /GND 6' MIN. DRAIN TO DAYLIGHT OR INTERNAL WELL VENT STORM. DRAIN SYSTEM WITH T '' 2'-11- E /ONE EQUALIZE 2.0" DIA. 6 D FL. " 90' BEN CATCH BASIN OR MANHOLE - GALVANIZED STEEL - - - O LADDER COMPACTED FOUNDATION END VIEW NOTE: GRAVEL AD,ALSTABLE STEEL PIPE SUPPORT, - - STANCHIONS BOLTED TO FLOOR. O N_ 1.. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 4.50" O.D. 2. 4' AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE t• S30`42104 TIME OF INSTALLATION TO CENTER THE .PIPE IN VAULT OPENING. AFTER - h COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND PVC PIPE (STANDARD). INSTALL AOJUSTABLE PIPE SUPPORT. IO ", S„ $, 6„ DDCV ASSEMBLY 4, INSTALL GALVANIZED LADDER FOR ACCESS. 6 STANDPIPE W/4 2-1/2" NOZZLE - CROSS CONNECTION /BACKFLOW i 6. AFTER HELD INSTALLATION, MAIN DOCVA AND BY -PASS OCYA MUST BE TESTED SATISFACTORILY BY A DEPT, OF HEALTH CERTIFIED SACKFLOW PROTECTION ASSEMBLY o - ASSEMBLY TESTER, . TEST REPORT TO BE SUBMITTED TO CITY OF RENTON - l WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. ADOPTED ¢i 9 CITY OF }2ENLON FOR SHIPMENT (NOT 6. INSTALL BRASS PLUGS AT ALL TEST COCKSO+ STANDARD PLANS (304 S.S.} LSE DATE: 04/04 SUITABLE FOR BURIAL) DATE REVISION BY APPR DWG. NAME: 8099 SP PAGE: 8099 12 Y4" 14" ( 1 Y" 3/a I i -- 1 1 12Y4 "- 14 CAST ]RON RING RECESSED LIFT POCKET 11. „ 1� 1 —1-1 — SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., PIN FUNCTION 2000S EXTREME 1 MANUAL RUN -RED BROWN 2 L1 BLACK .RED 3 L2 I WHITE BLACK 4 - GND GREEN GRIN /TEL S ALARM fEED ORANGE YELLOW 6 ALARM RETVRN LUE BLUE. a NOTES - 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON' WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36, 8 OR 6 INCA CLEANOUT ADOPTED G�. CITY OF RENTON + , STANDARD PLANS O LST DATE: 03/2005 DWG. NAME: 8076 -1 SP PAGE: 6076.1 OP T I O N S : � LEVELRCONTROLS) W� FIELD JOINT REQUIRED ' FOR MODELS OH152-129 / DR152-129 , 5 LEVEL CONTROLS) iGI & DHI52-160 DR152 -160 _ ACCESS WAY VENT GASKETED LID, FRP N p / U STRAIN RELIEF CORD DUAL WALL, CORRUGATED CONNECTOR HDPE ACCESSWAY POWER & ALARM CABLE �_ 0') 12 -6 W /GND INTERNAL WELL VENT T E /ONE EQUALIZE 2.0" DIA. O ELECTRICAL QUICK DISCONNECT O N_ NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 4.50" O.D. DISCHARGE 1 1/4" FPT (304 S.S.) t• S30`42104 h PVC PIPE (STANDARD). DUST COVER SUPPLIED o QUICK DISCONNECT ASSY: ¢i FOR SHIPMENT (NOT (304 S.S.} SUITABLE FOR BURIAL) S.S. CAST BALL VALVE N 1 1/4' DISCHARGE LINE U (304 S.S.) 42.8in 1087mm CHECK VALVE - 3 DISCH 1 (NORYL ) -o N LLJ ALARM ANTI- SIPHON VALVE Z 800mm (NORYL) I 28.5in ON CO 724mm Q OFF 106901 I 401E -. 20.5in 16.5in 521mm 420mm Cn N 74 gat 58 Sot 280 L 220 L HDPE TANK 112" NOMINAL WALL THICKNESS j 150 GALLON CAPACITY + L NSF Q. 00 N SEMI- POSITIVE DISPLACEMENT TYPE PUMP AD CH 07/13/07 A EACH DIRECTLY DRIVEN BY A 1 HP MOTOR - DR BY CHK'D DATE ISSUE SCALE CD CD O c"I CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS SEWER SYSTEMS MODEL DH152 / DR152 DETAIL SHEET NA0052P02 -