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HomeMy WebLinkAboutzS-3230SetM Q M N M i I C r, c Q N� �J W o O as + U G V x S V) uj Z N f ate N O IZ � w Q' Cr Z W 5 O O O W w I'-- Cn Z >_ o W � ,,,: 0 F_ � � W Z r T: Q Q k• own Q m a a° w o O � r' O of Q F ^ a- c ° vE o J a - o :3 E M �E �N C_ c c a 0 0 n- ca x S 3 b 3 o f ate N v w � w Q' Cr a 0 -- 3 b 3 o f ate w w w w Q' Cr a 0 -- 5 O O a i) w N n a � o (n (n ,,,: w C14� } Co STRADDLE EXISTING SS MAIN r T: Q COR STD. DETAIL 8072 k• own 3 m 3 3 3 I� e °J ! Date f ate w w w w Q' Cr 0 -- 5 O O i) w N n W (n (n (n ,,,: EXISTING 8'MAIN IE- 205.56. } STRADDLE EXISTING SS MAIN r T: COR STD. DETAIL 8072 19"[OUM alalal I I 0 0 0 I� e °J ! Date f ate ui �.)Cte (A N (w!1 5 5 S w W w fcrr Cr cr ,,,: EXISTING 8'MAIN IE- 205.56. _ _.r..,..ti TOP OF STEEP SLOPE 10' STEEP SLOPE SETBACK GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 fL SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT (425) 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE. DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACK FILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACK FILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER 2 +00 BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. i� r IE =165.17 NOTES: SEWER GRINDER PUMP #7 RE =175.43 IE= 170.60 1) SEE SHEET C4.1 FOR GRINDER PUMP SYSTEM NOTES. DETAILS, MATERIALS, AND INSTALLATION NOTES. 2) PROVIDE SPECIALLY RATED TRAFFIC LIDS FOR GRINDER PUMPS LOCATED WITHIN PAVED TRAFFIC AREAS. t i t i SEWER GRINDER PUMP #7 SEWER GRINDER PUMP #8 IE= 170.60 IE= 165.17 3+00 F1(31 L 2.'0.11 GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 tt EXISTING GROUND RE =195.83 IE =191.20 SEWER GRINDER PUMP #1 IE= 191.00 RE= 203.50 IE =198.67 so so CIO SEE SEWER GRINDER PUMP #5 IE= 182.17 SEWER GRINDER PUMP #6 IE= 175.67 4+00 PROPOSED DRIVEWAY CENTERLINE . FR . 0�2 ?VC SCH 40 FORCEMAIW 281LF 2 SEWER GRINDER PUMP #4 IE= 184.70 SEWER GRINDER PUMP #3 IE =191.0 5+00 S -3 ?3001 -209.4 PR RE LINE CONNECTION. IL SHEET C5.0. IE (6 ")- 206.36 ..�tt SEWER GRINDER PUMP #1 IE= 198.67 SEWER GRINDER PUMP #2 IE =191.2 o i A s y Sit �IN* ov 01 /19/06 CONCEPT ENGINEERING, INC. j 455 Rainier Boulevard North Issaquah. Washington 9802- _y 1A SSMH #1 - RIM 209.35 EXSITWIG 8 "MMN IE- 205.56. 40 LF 6" PVC O 0.02 FT /FT SSCO RIM -209.4 PRESSURE LINE CONNECTION. SEE DETAIL SHEET C5.0. IE (6 ")- 206.36 6 +00 170 150 6+33.82 ALL WORK SHALL COMPLY WITH CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. CITY OF RENTON I 7 ice" I� e °J ! Date f ate �.)Cte • ,•.,�• r, wr SSMH %1 - RIM 209.35 ,,,: EXISTING 8'MAIN IE- 205.56. ' STRADDLE EXISTING SS MAIN r T: COR STD. DETAIL 8072 k• own SEWER GRINDER PUMP #1 IE= 198.67 SEWER GRINDER PUMP #2 IE =191.2 o i A s y Sit �IN* ov 01 /19/06 CONCEPT ENGINEERING, INC. j 455 Rainier Boulevard North Issaquah. Washington 9802- _y 1A SSMH #1 - RIM 209.35 EXSITWIG 8 "MMN IE- 205.56. 40 LF 6" PVC O 0.02 FT /FT SSCO RIM -209.4 PRESSURE LINE CONNECTION. SEE DETAIL SHEET C5.0. IE (6 ")- 206.36 6 +00 170 150 6+33.82 ALL WORK SHALL COMPLY WITH CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION 7 ice" I� e °J ! Date ate �.)Cte M rl �n t 1� M N M^ N C ° N�LL: c 0 0 U x i N a � U S ILN i Q_ a° M o ° Y ZD N 'c oo %-E o� W �1 Li.J 3Q O r � w r Z Q 0 Z ~ N LLJ w 3: C.D 0 Lu O - � :3 E Co cr- \ E Q LAJ HIV C ' C C rn LLJ �0 Ln LO o S ILN i a° Z o ° o N 'c oo %-E o� 3Q I r c w ti a ~ N \ � � c ° v E o a - � :3 E \ E a HIV C ' C C rn �0 S ILN i Z V I r c a Q LO o w C14 OD o Q W or x r '_ I M i i i 3 W 3 W 5 3 W > LAJ LL) ir cr O N Z X > r- CV W Cr ) ) r IU U U W W W Ia a a 00 V) 0 O V) (r (r Cr r- N Z 4 2'- 6' EXISTING GRADE SQUARE 2" PLUG OR CAP AT END APPROVED WATERTIGHT 6' PVC -♦► 12• TRACER MARE COILED INSIDE COVER 6" TEE 6" 90• BEND 6" P VC SI DE SE WER -Q- LOCKING CLEANOUT COVER OLYMPIC FOUNDRY NO. M -1025 MIAMI %EWER' PAVEMENT CONCRETE 12" PIPE FIBRE JOINT PACKING (OAKUM) N z-- TRACER WIRE `- PRESSURE LINE CONNECTION SEE DETAIL THIS SHEET 6" PVC _ CONCRETE BLOCK - (SIZE TO SUIT) 0 W I PRESSURE LINE CONNECTION TO GRAVITY SANITARY SEWER DETAIL _.-I PVC SIDE -cc-VCR 6" DUCTILE MJ CAP W /2" THREAD 2- X 1-1/4- BRASS BUSHING, REDUCE TO 1-1/4- PVC SCH 80 NIPPLE 6' -8" LONG FLEXIBLE COUPUNG COMPRESSION COUPLING SCHEDULE 40 PVC 0 12" MAX. POLYETHYLENE PRESSURE SEWER LINE ' PRESSURE UNE CONNECTION DETAIL MATERIAL LIT ALL PVC WILL BE SCHEDULE 80 AND THREADED 1. ! -1/4• POLYETHYLENE PRESSURE PIPE SOR 11 S. 2 - 1 -1/4" UNION BALL VALVE PVC (LENGTH TO SUIT) 9. 2 - 1 -1/4' X 3- NIPPLE PVC • 2. 1 - CARSON JUMBO BOX (PART (1730) 10. 1 - 1 -1/4' TEE PVC • 3. 1 - CARSON LID MARKED 'WEWIEJWi' 11. 1 - 1 -1/4' BRASS SWING CHECK VAL4 4. 4 - 1 -1/4" X 6" MALE THREADED FIPPLE PVC 12. 1 - 1 -1/4" X 8 NIPPLE PVC 5. 1 - 1-1/4- COMPRESSION COUPLING PVC 13. 1 - 1-1/4- CAP PVC 6. 1 - 1-1/4- X 1--0- NIPPLE PVC 7. 2 - 1 -1/4' COMPRESSION COUPLING PVC • STREET USE REQUIRES FOGTITE 02 CONCRETE BOX AND TRAFFIC BEARING LID (H -20 LOADING) 3 ALL PVC WILL BE SCHEDULE 80 AND THREADED t3 s iii= - J - DEPTH e r�) INCREASES 24 t2 3' AT FROM 24' TC 58" GRINDER PUMP SYSTEMS REQUIRE 3' A T C T10N INCREASE DEPTH ON DISCHARGE PIPE ' 11 4 VALVE BOX. % 74' AND LARGER- GRINDER PUMP SYSTEMS REOL LIRE DISCHARGE aIPE TO BE GHT TO .D WITHIN 24' OF nMSHED GRAD COLLECTOR /,O/aa�ii a to iio VALVE BOX f -1 /4-- DISCHARGE LINE 4 � TRACER WIRE INSULATED 12 GAUGE (SEE GRINDER PUMP / iNSTALLATION DETAIL)---/ P ARE (SOLID CORE) TO BE WRAPPED AROUND THE PIPE FROM COLLECTOR MAINLINE AND CONTINUE WIRE TO GRINDER PUMP CLEANOUT (AS SHOWN). GRINDER PUMP CLEANOUT DETAIL av 3-4 wwo0 -1? —ifJoke yRINDER PUILP WSTALLAII�� 1. PACKAGED GRINDER LIFT STATION SHALL BE ENVIRONMENT ONE MODEL 2010 4" x 4' PRESSURE AS SUPPLIED BY CORRECT EQUIPMENT, INC.. 14576 NE 95TH STREET, REDMOND. TREATED POST WA 9805Z CONTACT HOWARD TAUB AT (425) 869 -1233. E -ONE SUPPLIED 2. PACKAGED STATION TO INCLUDE THE FOLLOWING: BREAKER PANEL A) SEWAGE ciaNDER PUMP. SEMI - POSITIVE DISPLACEMENT TYPE. (SEE NOTE 5) ENVIRONMENT ONE PROGRESSING CAVITY WITH A 1 HP. 1800 RPM MOTOR. INSTALL NEW SILENCE 8) CORRUGATED HDPE TANK VATH SINGLE P061T10N INSTALLATION. LABEL TO LONER TFIE 2010 IS PACKAGED IN A 9NGLE COMPLETE UMT. READY FOR LEFT CORNER INSTALLATION. TANK W LL HAVE A 1-1/4 NPT DISCHAINX OF PAS, CONNECTION AND A 4 INCH INLET GROMMET FOR DWY PIPE. C Dj INTERNAL AN ECK VALVE ASSEMMOLY BREAKER NEL SNAIL I SSEJ E Two 15 AMP 0 E AX 9 t 3 FOR ?FIE PUMP SYSTEM AND ONE 15 AMP BREAKER F'OR THE ALARM. I PANEL FEATURES ARE PUSH TO RUN, AUDIBLE ALARM MATH SMENCE BUTTON. AND RED LIGHT ALARM. ALL WOES AND CONarECTORB ARE COLOR COVED FOR EASE OF INSTALLATION , E) 25 FEET OF DIRECT BURY CABLE (SUPPLY CABLE) 3. ELECTRICAL SERVICE REQU M0M- 240 VOLTS SINGLE PHASE POWER WITH TWwD POLE 30 AMP WREAKER 4. CONTROL. PANEL SHALL BE ATTACHED TO THE OWIEWS HOUSE OR WITH THE DISTRICT'S APPROVAL. ATTACHED TO A 4' x 4" PRESSURE TREATED POST SET 3' INTO CONCRETE. 5.0' S. SEE TYPICAL CIRCUIT DIAGRAM FM Will" DETWUN flf DIMMER'S DISTRIBUTION PANEL AND THE BREAKER PANEL 1 -1 /2" SCH. 40 PVC CONDUIT AND FITTINGS GRADE TO MATCH (AS REQUIRED) TOP RING nq GRINDER PUMP PACKAGE Z •' t� COVER 1-1/4* FEMALE THREADED FIXED COUPLING DISCHARGE LINE CONNECT TO GRINM PUMP PUMP CLEANOUT (SEE DETAIL) E -ONE SUPPLIED CABLE IN SOLID CONDUIT WMt WWII NDOI IMP PLAN F'OR sYaTElw LAYOUT - --ASTM 3034 NOTE GASKET TO FIT 74" TAW INSTALLATION SHOWN. PIPE SIZE FOR TYPICAL 58" AND 74" TIN( GRAMMY S9E SEWMER INSTALLA TNONS, SEE DETAILS FOR OiMENS10N8. NOTE. 1) 2X Ml1N1MLIMI GRAMMY SIDE SEWER CONCRETE ANCHOR IS REQUIRED INSTALLATION AS PER DISTRICT TO PREVENT TANK FROM STANDARDS FLOATING. 2) CLEANOUT Y MAX, FROM BUILDING 3) CLEANOUT SHAH. 9E RUSH WITH nNISHED GRADE OR 13URIED 8" • BELOW 00ST1NG GRADE. IF NOT uNDiMRBED NATIVE - f :• ., �,.. IN PAVEMENT MATERIAL -�,� ~ .' ' ' ' -. 4) MUST MEET ALL OfS'1111CT, COUNTY •s • AND STATE REGULATIONS s .; .. • . -• ,• : • . , ` VEINY EXNTMIO WNW OUTM MIN. 6 PEA GRAVEL • • • . • . • • • • • . • ' • • • . • . • •• , • • • • " , : �OIM1>E NWTALLaIfi �NDil1 PUMP TANK acv � GRINDER PUMP INSTALLATION DETAIL W%Waw OWNER'S DISTRIBUTION PANEL NEW 2 -POLE L1 BLK 30A CIRCUIT 2 BLK BREAKER ( 240 VOLT) "IT NEUTRAL IGRN GROUND BUS GRINDER STATION BREAKER PANEL SILENCE SWITCH 240 VAC NEUTRAL 3t0UND • G G G 1 1 '• 1 ALARM LAMP J1RM PC BOARD PUSH OTO RUN L2 > m o o m I1 -ROM :)t1MP I NOTE installation must conform to the regulations of the Dwartmernt of Labor and Industries. and the National Electric .oae. A permit and inspections are required whetner the work is performed yy the Owner or a contractor. TYPICAL CIRCUIT DIAGRAM ROLL 20.� GRINDER PUMP NOTES PUMP INSTALLATIONS MUST MEET ALL BUILDING, PLUMBING, AND ELECTRICAL CODES, AND SHALL HAVE THE CITYS APPROVAL PRIOR TO INSTALLATION. Ea PRESSURE SIDE SEWER PIPE SHALL BE HIGH - DENSITY POLYETHYLENE PLASTIC PIPE (HOPE SDR 11) AND MEET THE FOLLOWING SPECIFICATIONS. 1) BASE RESIN: CONFORM TO ALL REQUIREMENTS OF ASTM D 48, TYPE III, CLASS C. CATEGORY 5, GRADE P34, WITH A PPI RATING OF PE 3408. 2) MELT INDEX: LESS THAN 0.25 GRAMS /10 MIN. AS DETERMINED BY ASTM D 1238, CONDITION E. 3) ENVIRONMENTAL STRESS CHECK RESISTANCE: NO CRACKS AFTER 192 HOURS AT 100 C AS DETERMINED BY ASTM D 1693, CONDITION C. 4) RATING: LONG -TERM HYDROSTATIC STRENGTH OF 1450 PSI AND HYDROSTATIC DESIGN STRESS OF 730 PSI AS DETERMINED BY ASTM D 2837. 5) WORKING PRESSURE RATING: 145 PSI. 6) LABORATORY TEST REQUIREMENTS: WITHSTAND WITHOUT FAILURE A MINIMUM BURST PRESSURE OF 560 PSI WHEN APPLIED IN 60 TO 70 SECONDS WITH WATER AT 730 F. TEST IN ACCORDANCE WITH ASTM D 1599. TEST ONE PERCENT BUT NOT MORE THAN THREE LENGTHS. FITTINGS AND JOINTS JOINTS SHALL BE FLANGED, OR THERMAL FUSION BUTT - WELDED. JOINTS SHALL BE MADE ONLY AT PUMP BASINS, VALVES. FITTINGS AND CHANGES IN PIPE DIAMETER. ALL FLANGES AND FITTINGS SHALL BE THERMAL FUSION BUTT WELDED TO THE PIPE. INTERNAL BEADS FROM WELDING AT FLANGES AND FITTINGS SHALL BE REMOVED. OPERATORS OF FUSION WELDING EQUIPMENT SHALL BE TRAINED BY THE PIPE MANUFACTURER. WHO SHALL CERTIFY THAT OPERATORS ARE QUALIFIED. ALL FITTINGS WILL BE HDPE SDR 11 OR SCH 80 PVC WHERE NOTED. LAYING OF PIPE BETWEEN GRINDER TANK AND GRAVITY MANHOLE THE PRESSURE SIDE SEWER FROM THE GRINDER VALVE BOX TO THE GRAVITY MANHOLE SHALL HAVE A MINIMUM COVER OF 24- INCHES AND SHALL BE HOPE SDR 11 PIPE AND SHALL BE EQUIPPED WITH TRACER WIRE FOR LOCATING PURPOSES. TRACER WARE SHALL BE INSULATED 12 -GAUGE WIRE (SOLID CORE) WRAPPED AROUND THE PIPE FROM THE GRINDER CLEANOUT TO THE GRAVITY MANHOLE. IT IS UNNECESSARY TO BED THIS SIDE SEWER. GRINDER PUMP INSTALLATION THE GRINDER SEWER PUMP SHALL BE AN ENVIRONMENT ONE MODEL 2010 AS SUPPLIED BY CORRECT EQUIPMENT, INC., 14576 NE 95TH STREET. REDMOND, WA 98052. CONTACT HOWARD TAUB AT (425) 869 -1233. CONTACT THE CITY FOR A PRE - CONSTRUCTION MEETING FOR PUMP TANK AND CONTROL PANEL LOCATIONS BEFORE ANY INSTALLATION. CONTRACTOR SHALL DETERMINE THE DEPTH OF THE EXISTING BUILDING SEWER DISCHARGE BEFORE ANY INSTALLATION, TO DETERMINE IF A 58 -INCH OR 74 -INCH DEEP TANK WILL BE SUITABLE. 053 RINDER PUMP INSTALLATION (CONT.) THE GRINDER PUMP LIFT STATION PACKAGE SHALL INCLUDE THE FOLLOWING ITEMS: A) SEWAGE GRINDER PUMPS, SEMI - POSITIVE DISPLACEMENT TYPE, EQUAL TO ENVIRONMENT ONE PROGRESSIVE CAVITY WITH A 1 HP, 1800 RPM MOTOR. B) CORRUGATED HOPE TANK WITH SINGLE COMPLETE PUMP UNIT, READY FOR INSTALLATION. THE TANK WILL HAVE A 1-1/4 NPT DISCHARGE CONNECTION AND A 4 -INCH INLET GROMMET FOR DWV (DRAIN WASTE AND VENT) PIPE. C) THE TANK SHALL INCLUDE AN INTERNAL CHECK VALVE ASSEMBLY. D) A BREAKER PANEL AS SUPPLIED BY ENVIRONMENT ONE, WITH TWO 15 AMP BREAKERS FOR PUMP OPERATIONS. ONE 15 AMP BREAKER FOR THE ALARM SYSTEM, A PUSH TO RUN BUTTON, AN AUDIBLE ALARM WITH SILENCE BUTTON, AND A RED LIGHT ALARM. ALL WIRES AND CONNECTORS ARE TO BE COLOR CODED AND LABELED FOR EASE OF INSTALLATION. E) A MINIMUM OF 25 -FEET OF DIRECT BURY CABLE (SUPPLY CABLE) BETWEEN THE TANK AND BREAKER PANEL. F) THE PUMP SYSTEM OPERATES ON TWO PRESSURE SWITCHES. ONE SWITCH OPERATES THE PUMP ON /OFF AND THE SECOND OPERATES THE ALARM. G) THE PACKAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF LABOR de: INDUSTRIES, DIVISION FOR RESIDENTIAL, GRINDER PUMP SYSTEMS. H) THE ELECTRICAL SUPPLY TO THE BREAKER PANEL SHALL BE 240 -VOLT SINGLE -PHASE POWER. 1) THE TANK LOCATION SHALL BE ACCESSIBLE FOR MAINTENANCE AND REPAIR. THE TANK COVER SHALL BE APPROXIMATELY 3 INCHES ABOVE FINISHED GRADE. FINISH GRADE SHALL SLOPE AWAY FROM THE STATION AND THE STATION SHALL NOT BE INSTALLED WITHIN A 'POT HOLE". NO PLANTS ARE TO BE LOCATED WITHIN 5 FEET OF THE TANK AND THE PROPERTY OWNER SHALL MAINTAIN A 3 FOOT CLEAR ZONE AROUND THE TANK. J) THE LOCATION OF THE BREAKER PANEL SHALL BE: (1) ACCESSIBLE FOR MAINTENANCE AND REPAIR, (2) IN SIGHT OF THE TANK, (3) THE BOTTOM OF THE PANEL MUST BE 5 FEET FROM FINISHED GRADE, AND (4) THE ALARM LIGHT SHALL BE VISIBLE FROM 50 FEET AND MUST BE VISIBLE IN A 180 - DEGREE RADIUS. K) THE MAXIMUM DISTANCE BETWEEN THE BREAKER PANEL AND THE GRINDER TANK SHALL BE 25 FEET, AND WITH SIGHT AND EASY ACCESS. L) THE BREAKER PANEL SHALL BE EQUIPPED WITH A KNIFE -TYPE LOCK OUT SWITCH. THE LOCKOUT SWITCH SHALL BE VISIBLE FROM THE TANK. M) FENCES, BUSHES, OR ANY OTHER OBJECT SHALL NOT HIDE THE ALARM LIGHT OR HINDER IN THE MAINTENANCE AND /OR REPAIR OF THE SYSTEM. N) THERE SHALL BE NO ADDITIONAL JUNCTION BOXES OR SPLICES MADE ONCE THE SYSTEM HAS BEEN INSTALLED AND INSPECTED BY CITY PERSONNEL. S- 3 ? 3002 0'/'9/06 CONCEPT ENGINEERING, INC 455 Rainer Boulevard North ssavuah. Washtrgtor 9801 _ (425) 392 8055 FAX (425; 391 C' Ca ALL WORK SHALL COMPLY WITH CITY OF RE N TON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION f/ Date i i Date iDate s :1 13. DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF GRAPHIC SCALE THE DEPARTMENT FOR THE PREVENTION OF ON —SITE. EROSION AFTER THE COMPLETION OF CONSTRUCTION. 1- 0 10 20 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED:. FOUNDATION IN ACCORDANCE W9TH a N SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE x I CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 74� } FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED. BEDDING MATERIAL TO UNIFORM ( IN FEET) ® m .GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING 1 i¢ch = 20 R BASE. PIPE 'BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. J 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER— CASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 16 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING: s mJG� pe W A ?so q 817 /SILK SoNAL —1— 01/19/06 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North ® tMal In, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 Copyright c 1999 Concept Engineering, Inc. All rights reser JOB NO. 26005 ALL WORK SHALL COMPLY WITH CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION ! " ? JUP 22 201 Au -5 323003 R-, 0 F'R