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HomeMy WebLinkAboutWWP272792 (3)CITY OF RENTON DENNY'S LIFT STATION REPLACEMENT RENTON CONTRACT NO. m27m3456 SPRING 2009 SHEET LIST TABLE SHEET / SHEET TITLE DWG N0. 1 COVER SHEET AND VICINITY MAP COV 2 GENERAL INFORMATION AND TRAFFIC CONTROL OVERVIEW G01 3 EXISTING AND PROPOSED SITE PLANS C01 4 MECHANICAL PLAN MO1 5 CONSTRUCTION DETAILS D01 6 ELECTRICAL LEGEND EDO 7 POWER ONE -LINE DIAGRAM E01 8 PUMP CONTROL LOGIC E02 CONTACT PERSONNEL CONTACT haL POSITION BiQK CITY OF RENTON MICHAEL BENOIT PROJECT MANAGER 425 43D-7206 CITY OF RENTON OSCAR CANTU 425 430-7400 CITY OF RENTON RICHARD MARSHALL 425 430-7400 RH2 ENGINEERING MARK MILLER, P.E. CONSULTANT PROJECT MANAGER 425 951-5372 RH2 ENGINEERING SEAN KANDA CONSULTANT STAFF ENGINEER 425 951-5460 PUGET SOUND ENERGY POWER AND NATURAL GAS 888 321-7779 OWEST TELEPHONE 800 526-3557 ONE -CALL LOCATE CALL 48-HRS BEFORE YOU DIG 800 424-5555 DEPARTMENT OF ECOLOGY REPORT ALL SPILLS 800 258-5990 RENTON FIRE DEPARTMENT NON -EMERGENCY 425 430-7000 RENTON FIRE DEPT. & FIRST AID 911 EMERGENCY 911 CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 64, ME WA m R111 ENGINEERING. MC. Mtp://w ^2.0 wYEaAh2.mn 1.600.72 N52 SELLSNGRAM .»ease 454 NW 11.1m R.a6 OOTHELL 12100 NE 12% slr..L SuiA 100 EANT WENATCHEE 300 sk'_ $k.K Slit. 5 Mu ILTEO 11524 IIARM Spo= SIR. 203 RICHLAND 114 Cdurbo pool Drift SIR. CC SILVERDALE 2021 MN Mtn RA SYA 107�0 TACOMA 621 Pain[ A- Suit. 104� SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG O WAV cov a MLM ax MAR 11, 2009 xn eo aae REN n n 108-056 8 RDIMC DLS-D-COV ADDRESSES OWNER. CITY OF RENTON: 1055 S. GRADY WAY, RENTON, WA 98057 ENGINEER: RH2 ENGINEERING: 12100 NE 195TH ST. SUITE 100, BOTHELL, WA 98011 PROJECT SITE: 4750 NE LAKE WASHINGTON BLVD., RENTON, WA 98056 GENERAL CONSTRUCTION 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE RENTCN MUNICIPAL CODE AND THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 2. PRE -CONSTRUCTION CONFERENCE A PRE -CONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REWIRED PRIOR TO STARTING CONSTRUCTION. 3. CONSTRUCTION SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL ALSO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. AA COPY APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE OWNER WILL OBTAIN THE RIGHT-OF-WAY PERMIT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN ALL OTHER APPLICABLE PERMITS, THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF ALL PERMITS. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. S. INSPECTION THE CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFIWNG OR COVERING OF CONSTRUCTION. 6. CONTRACTOR INITIATED CHANGES CHANCES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION, CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NE SATISFY THIS REQUIREMENT. SITE 1. CONSTRUCTION STAKING THE CONTRACTOR IS REWIRED TO PROVIDE A PROFESSIONAL LAND SURVEYOR FOR ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE AS -BUILT RECORDS. CONSTRUCTION OF THIS PROJECT SHALL BE CONFINED TO THE CONSTRUCTION LIMITS SHOWN ON PLANS. IF THESE AREAS ARE INADEQUATE FOR CONSTRUCTION STAGING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO OUTLINE A NEW CONSTRUCTION STAGING AREA. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGEMENT OF THEIR OWN OFFSITE CONSTRUCTION STAGING AREA IF SHOWN AREAS ARE INADEQUATE. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ALL SEDIMENT LADEN WATER FROM LEAVING THE PROJECT SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. IT HAS BEEN ANTICIPATED DURING THE DESIGN PHASE THAT DEWATERING AND SHORING WILL BE REQUIRED DURING THE LIFT STATION IMPROVEMENTS TO STABILIZE THE SOILS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND SHORING DESIGN. SEE TECHNICAL SPECIFICATIONS AND APPENDIX A FOR ADDITIONAL INFORMATION. A TRAFFIC CONTROL OVERVIEW PLAN HAS BEEN PROVIDED ON THIS SHEET TO IDENTIFY CCNDITONS THAT WILL BE REQUIRED FOR TRAFFIC CONTROL DURING CONSTRUCTION. THE OVERVIEW IS NOT A COMPLETE PLAN. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR OWNER'S APPROVAL PRIOR TO BEGINNING WORK. TRAFFIC CONTROL PLANS SHALL MEET THE REOUIREMENTS OF THE OWNER AND SATISFY THE CONDITIONS OF THE RIGHT-OF-WAY CONSTRUCTION PERMIT. CITY OF RENTON WILL REVIEW AND APPROVE THE TRAFFIC CONTROL PLAN AND ANY PROPOSED LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES SHALL MEET MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND CITY OF RENTON REQUIREMENTS. ALL BARRICADES SHALL HAVE AMBER FLASHING UGHTS FOR USE AT NIGHT. CONTRACTOR SHALL FOLLOW THE TRAFFIC CONTROL PLAN WITH ANY ADDITIONAL CONDITIONS AS APPROVED WITH THE RIGHT-OF-WAY PERMIT, AT NO TIME SHALL ALL LANES OF LAKE WASHINGTON BLVD. BE CLOSED DURING CONSTRUCTION CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. PROVIDE CONSTRUCTION FENCING WITHIN THE CONSTRUCTION LIMITS TO PROPERLY SECURE SITE AND PREVENT DISTURBANCE TO ADJACENT PROPERTY. MAINTAIN INTEGRITY OF CONSTRUCTION FENCE TO DISCOURAGE SITE ACCESS BY UNAUTHORIZED PERSONELL CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING OR BETTER CONDITION UNLESS OTHERWISE STATED ON PLANS. PARKING FOR CONSTRUCTION PERSONELL SHALL BE LIMITED TO AREAS WITHIN THE CONSTRUCTION UMITS OR ACROSS FROM PROJECT ON LAKE WASHINGTON BLVD. UTILITIES A. EXISTIN • LIFT STATION: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING. THE EXISTING LIFT STATION SHALL NOT BE PERMANENTLY TAKEN OUT OF SERVICE UNTIL THE LIFT STATION CONSTRUCTED UNDER THIS CONTRACT HAS BEEN INSTALLED, TESTED, AND APPROVED IN WRITING BY THE OWNER. A TEMPORARY PUMPING SYSTEM WILL BE NECESSARY TO COMPLETE THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPSONSIBLE FOR INSTALLING TEMPORARY PUMPING SYSTEM. B. ALL UTILITIES : THE LOCATIONS OF EXISTING UTIUTIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE APPROXIMATE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTON RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTHJTIES TO AVOID DAMAGE OR DISTURBANCE. C. UTILITY CONFLICTS: THE CONTRACTOR SHALL CONTACT A ONE -CALL UTILITY LOCATE SERVICE PRIOR TO AND WRING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION. CLEARING, GRUBBING, AND TESC GENERAL NOTES ALL CLEARING k GRADING CONSTRUCTION MUST BE IN ACCORDANCE WITH CLEARING A GRADING EROSION CONTROL STANDARD DETAILS, DEVELOPMENT STANDARDS, LAND USE CODE, UNIFORM BUILDING CODE, PERMIT CONDITIONS, AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND STANDARDS. THE TESC FACIUTIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CCNSTRUCTON PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONOITICNS (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). ANY DISCHARGE OF SEDIMENT -LADEN RUN-OFF OR OTHER POLLUTANTS TO WATERS OF THE STATE IS IN VIOLATION OF CHAPTER 90.48, WATER POLLUTION CONTROL, AND WAC 173-201A, WATER QUALITY STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON, AND IS SUBJECT TO ENFORCEMENT ACTION. PROPER EROSION AND SEDIMENT CONTROL PRACTICES MUST BE USED ON THE CONSTRUCTION SITE AND ADJACENT AREAS TO PREVENT UPLAND SEDIMENTS FROM ENTERING THE NATURAL STORM WATER DRAINAGE SYSTEM. ALL SURFACE AREAS DISTURBED AND ANY EMBANKMENTS OR EXCAVATIONS CREATED BY CONSTRUCTION ACTIVITIES MUST BE REVEGETATED OR PROVIDED AN EQUIVALENT TYPE OF PROTECTION AGAINST EROSION. DURING CONSTRUCTION, ALL RELEASES OF OILS, HYDRAULIC FLUIDS, FUELS, OTHER PETROLEUM PRODUCTS, PAINTS, SOLVENTS, AND OTHER DELETERIOUS MATERIALS MUST BE CONTAINED AND REMOVED IN A MANNER THAT WILL PREVENT THEIR DISCHARGE TO WATERS AND SOILS. THE CLEANUP OF SPILLS SHALL TAKE PRECEDENCE OVER OTHER WORK ON THE SITE. THE AREA TO BE CLEARED AND GRADED MUST BE CLEARLY FLAGGED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE OWNER PRIOR TO BEGINNING ANY WORK ON THE SITE DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY CONSTRUCTION. CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND UPGRADING OF THE TESC FACILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. A STABILIZED CONSTRUCTION ENTRANCE IS REQUIRED PER CITY h COUNTY STANDARDS AND SHALL REMAIN IN PLACE UNTIL PAVING IS INSTALLED. ADDITIONAL MEASURES SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. LOADS SHALL BE SECURED PER RCW 46.61.655. CLEARING SHALL BE LIMITED TO THE AREA OF CONSTRUCTION ACTIVITY. DURING THE WET WEATHER SEASON. (NOV. 1 THROUGH APRIL 30) THE TIME OF DISTURBED SOIL EXPOSURE SHALL NOT EXCEED 24 HOURS. FROM MAY 1 TO OCTOBER 30 THE TIME OF EXPOSURE SHALL NOT BE MORE THAN 5 DAYS, EXPOSED SOIL MUST BE COVERED AT THE END OF THE CONSTRUCTION WEEK AND ALSO AT THE THREAT OF RAIN. TO REDUCE THE POTENTIAL FOR EROSION OF EXPOSED SOILS. OR WIZEN RAINY SEASON CONSTRUCTION IS PERMITTED, THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) ARE REQUIRED. PRESERVE NATURAL VEGETATION FOR AS LONG AS POSSIBLE, OR AS REWIRED BY THE OWNER PER INSPECTOR AND AS REQUIRED, STABILIZE SOIL PER STANDARDS REGARDING TO MULCH MATERIALS, RATES, AND USE CHART, OR COVER WITH PLASTIC. • SEAL LOOSE SURFACE SOIL AT NIGHT BY COMPACTING. 4 INSTALL CATCH BASIN PROTECTION OR INSERT AS REQUIRED BY INSPECTOR OR PERMIT CONDITIONS OF APPROVAL. •INSTALL SEDIMENT POND. INSTALLATION OF EXPOSED AGGREGATE SURFACES REQUIRES A SEPARATE EFFLUENT COLLECTION POND ON SITE ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS OR MORE. SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. ANY AREA NEEDING ESC MEASURE. NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15, DAYS. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING, THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS F30MAAQMENT AREAS AS DIRECTED BY THE OWNER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRI DISTRICT OVAL. POWER BROOMS SHALL NOT BE USED, NOR PERMITTED ON SITE. FINAL SITE GRADING MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM 2X SLOPE, PER THE INTERNATIONAL BUILDING CODE WHERE APPLICABLE, SE 76TH ST. 1 ENTRANCEEDT XIAOLR MAI NUNBLOCK, • �� IMES DENNY'S& CONTRACTOR MAY BLOCK LANE. TRAFFIC CONTROL PLAN SHALL CONFORM TO CITY OF RENTON �► STANDARDS. PROPOSED LIFT STATION LOCATION CONTRACTOR MAY MAKE DRIVEWAY INTO ENTRANCE ONLY WHEN NECESSARY DURING CONSTRUCTION. PROVIDE "ENTRANCE ONLY SIGN. PROVIDE 'DO NOT ENTER - ONE WAY' SIONAGE AS NECESSARY DURING CONSTRUCTION -3 1� TRAFFIC CONTROL OVERVIEW NO SCALE BENCH MARK DESCRIPTION NORTHING EASING ELEVATION ORIGINATING BENCHMARK: BENCHMARK ON TOP OF 197739.3 1303981.1 34.52 CONCRETE AT SE CORNER OF DENNYS BUILDING TBM 'A'- SET CHISELED SQUARE IN TOP OF CURB AT 197708.3 1303822.3 31.29 SOUTH ENTRANCE TO SITE t 7.2' EAST OF BACK OF WALK IBM 'B"- SET CHISELED SQUARE IN TOP OF CONCRETE 197897.1 1303898.4 30.97 BASE FOR STREET LIGHT AT NORTH ENTRANCE TO SITE BASIS OF BEARING NORTH 88*01'37" WEST BETWEEN FOUND PK NAILS AT 1+00 AND 3+00 PER SURVEY DATED JULY, 1997. BY TOUMA ENGINEERING. TOPOGRAPHIC SURVEY NOTES 1. BOUNDARY UNES SHOWN ARE BASED ON SURVEY AUTOCAD FILE BY TOUMA ENGINEERING DATED JULY. 1997. 2. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES AND FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. i �dk PROVIDE LEFT TURN ONLY SIGNAGE AS NECESSARY DURING CONSTRUCTION PROVIDE 'EXIT CLOSED' SIGNAGE AS NECESSARY DURING CONSTRUCTION 4b I CONSTRUCTION SCHEDULE I. THE EXISTNG LIFT STATION ONLY SERVES THE DENNYS RESTURANT. SEWER SERVICE TO DENNYS MUST STAY IN OPERATION DURING CONSTRUCTION. THE EXISTING LIFT STATION SHALL STAY IN OPERATION UNTIL THE PROPOSED UFT TATIALLY COMPLETE AND APPROVED FOR OPERTION BY OWNER. A SH STRU SERVICE WILL BE ALLOWED FOR INSTALLMENT OF TEMPORARY BYPASS SYSTEM. 2. 2. ER THE CONSTRACTOR IS RESPONSIBLE FOR PROVIONG A TEMPORARY SEyw.c. cYSTEM TO ALLOW FOR WORK IN THE EXISTING CONCRETE WET WELL A TEMPORARYIDIiI6V9LOM-BL SEWER SERVICE TO DENNYS WILL BE ALLOWED FOR INSTALLMENT O�F�E.H SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH DENNYS TO MINIMIX: I 1 FO THEIR BUSINESS. THE CONTRACTOR SHOULD ANTICIPATE INSTALLING THE BYPASS AT THE LOWEST FLOW CONDITIONS ESTIMATED TO OCCUR BETWEEN 2:00 AM AND 5:00 AM. 3. OPEN EXCAVATION OF SITE TO INSTALL WET WELL AND VALVE VAULT IS LIMITED TO ONE WEEK. 4. PROPOSED WET WELL, VALVE VAULT, PUMPS, AND MECHANICAL EQUIPMENT SHALL BE READILY AVAILABLE PRIOR TO STARTING EXCAVATION. PRODUCTS SHALL BE ON -SITE OR AVAILABLE FOR DELIVERY WITHIN ONE WORKING DAY, 5. SEE SPECIFICATIONS FOR INFORMATION ON PROJECT COMPLETION DEADLINES. F_ W E G I N E E R S A L A N N E R S SCIENTIST S RH2 ENGINEERING. INC. IHtp://w rA2. maDodH,2. 1.800.720.8052 BELLJNGHAM xo-- 454 Wrt Hatm Road BOTHELL 12100 NE IVA SO t S.R. 100 WWENATCHEE neo 30D gam Stn4L SaK4 5 14MILTEO 11524 NMIR4o SpeOae} S.N. 203 RICHLAND 114 Cd-M. hM flout SM4 C WILVERDALE 2021 NW W" R4 Sub 107 TACOMA 621 Paok AN SWh 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG wr: 1 m ■0. R1WPL! SMK G01 4CR@ MUM 1416 MAR 11, T009 a0. Dart FEN a mL 108-056 fl EXISTING LIFT STATION AND ELECTRICAL PANEL NO SCALE EXISTING SITE OVERVIEW -" 4C SCA�E EXISTING ELECTRICAL PANEL EXISTING LIFT STATION, SEE LIFT STATION NOTES. EXISTING 8" STUB. DO NOT USE. EXISTING TREE TO BE REMOVED EXISTING STREET LIGHT. SEE NOTE 1. EXISTING GRAVITY SEWER LOCATION OF GEOTECHNICAL BORE EXISTING 4' PVC FORCEMAIN EXISTING CURB TO BE REMOVED INSTALL STORM DRAIN INLET PROTECTION PER DETAIL G ON DWG. NO. D01 TYPIC ). lcv PROPOSED CONSTRUCTION LIMITS PROPOSED PUMP CONTROL PANEL PROVIDE CONCRETE // a HOUSEKEEPING PAD PER DETAIL D ON DWG NO, D01. EXISTING SIDEWALK, CURB, AND GUTTER TO BE REPLACED PER CITY OF RENTON STANDARDS. /�1 /- // a a I PROPOSED REMOVABLE ACCESS COVER LOCATION IN PROPOSED CONCRETE TOP SLAB. DISTURBED LAWN TO BE RESTORED , // a • _`-` _ WET WELL VENT. SEE NOTE 5. a 107 1 6" SCHEDULE 40 PVC WET WELL VENT PIPE , 103 45' A PROPOSED TREE .� EXISTING STREET LIGHT AND HANDHOLE. SEE NOTE 1.-"--- PROPOSED CURB BETWEEN FI�AVED AREA AND LAWN. EXTEND FROM 11ROX. 75' - SIDEWALK AS SHOWN. PROPOSED WETWELL ISOLATION VALVE. SEE NOTE 4. AtI y z PROPOSED ASPHALT / oT 105 PROPOSED WET WELL �/1 CS TUB B' / PROPOSED VALVE VAULT l / 4/ \ 5 me am _ so PROPOSED BOLLARDS, SEE NOTE 3. / am#�; m M / CONNECT PROPOSED H +� EXISTING MAILBOX. SEE NOTE 2. // FORCEMAIN TO EXISTING 4" // PVC FORCEUAIN AT THIS % LOCATION. PROVIDE 4' DI 45' rr \\ BEND NTH THRUST BLOCK. - - MIKE - CAN WE COORDINATE PATH DENNYS ON NEW J LOCATION FOR MAILBOX ss SL r I ORIGINATING BENCHMARK EXISTING CONCRETE SIDEWALK - � a /! B EXISTING MAILBOX. SEE NOTE 2. J EXISTING FIRE HYDRANT. 00 NOT BLOCK. - TBM "A" - EXISTING SITE PLAN 1"-20' PROPOSED SITE PLAN 1"-10' LOCATION TABLE ITEM DESCRIPTION NORTHING EASTRNG 1 CENTER OF NET WELL 197754.0 1303839.6 2 NW CORNER OF VALVE VAULT 197745.9 1303835.1 3 NW CORNER OF VALVE VAULT 197745.0 1303841.7 4 CONSTRUCTION LIMITS CORNER 197797.9 1303831.1 5 CONSTRUCTION LIMITS CORNER 197729.4 1303800.6 6 CONSTRUCTION LIMITS CORNER 197723.0 1303846.2 7 CONSTRUCTION LIMITS CORNER 1 197724.2 T1303882.2 LIFT STATION NOTES A. AFTER PROPOSED LIFT STATION IS OPERATIONAL, REMOVE EXISTING LIFT STATION FROM TOP OF CONCRETE MANHOLE, INCLUDING BUT NOT LIMITED TO EXISTING PIPING, MOTORS, ELECTRICAL CONNECTION AND METAL HOUSING. ADD FRP LADDER FROM TOP OF MANHOLE TO BOTTOM PER ASTM STANDARD DIMENSIONS. REPLACE CONCRETE TOP NTH PROPOSED CONCRETE TOP WITH A 24' DIAMETER LOCKING ACCESS MANHOLE COVER. B. THE CONTRACTOR SHALL INSTALL TEMPORARY SEWER BYPASS SYSTEM TO ALLOW FOR A DRY WORK AREA. SEE CONSTRUCTION SCHEDULE NOTES ON DWG NO. G01 FOR ADDITIONAL REQUIREMENTS, C. THE CONTRACTOR SHALL RECONSTRUCT THE BOTTOM OF THE CONCRETE MANHOLE PER THE DETAIL ON DWG NO. M01. EXISTING SITE LEGEND �1)_ BENCH MARK -� SIGN, AS NOTED WATER METER 3-NOZZLE FIRE HYDRANT WATER VALVE ICV IRRIGATION CONTROL VALVE 'MP WATER INDICATOR POST e WATER VAULT ID GAS VALVE 0 UGHT ELECTRICAL ENCLOSURE ®SL STREET LIGHT HANDHOLE CATCH BASIN TYPE I CATCH BASIN TYPE II SANITARY SEWER MANHOLE PA PLANTER AREA DECIDUOUS TREE RE RIM ELEVATION c GAS P POWER (BURIED) TELEPHONE (BURIED) WATER - - - - - BUILDING FOOTPRINT - - - - - - - - - - - - CURB 1 FOOT CONTOUR 5 FOOT CONTOUR GRADE BREAK RIGHT OF WAY CAL RIGHT OF WAY - - - PROPERTY LINE - - - - SANITARY SEWER + SANITARY SEWER FORCE MAI^. STORM DRAIN/CULVERT 0 ASPHALT CONCRETE -_ LAWN PROPOSED SITE LEGEND XX SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE UNDERGROUND ELEC. CONDUIT 4' DUCTILE IRON SEWER LINE 6" DUCTILE IRON SEWER LINE e ..c 6" PVC VENT PIPE - _ - ESC MEASURES CONSTRUCTION LIMITS ® HANDHOLE VAULT. HHi, HH2. SEE DETAIL A ON DWG NO, DOI. 0 TREE • BOLLARD ® ASPHALT 0 CONCRETE - LAWN CONSTRUCTION NOTES 1. EXISTING STREET LIGHT TO BE REMOVED DURING CONSTRUCTION, DETACH TELEMETRY ANTENNA AND RAIN GAUGE PRIOR TO STREET LIGHT REMOVAL. PROVIDE TEMPORARY LOCATION FOR TELEMETRY ANTENNA DURING CONSTRUCTION. TELEMETRY ANTENNA MUST REMAIN IN OPERATION WRING CONSTRUCTION. STREET LIGHT TO BE REINSTALLED AFTER CONSTRUCTION IS COMPLETE. REATTACH TELEMETRY ANTENNA AND RAIN GAUGE TO STREET LIGHT AT PROJECT COMPLETION, 2. EXISTING MAILBOX TO BE RELOCATED DURING CONSTRUCTION. LOCATION MUST BE ACCESSIBLE BY MAIL CARRIER. REPLACE BACK TO NEAR ORIGINAL LOCATION AFTER COMPLETION OF LIFT STATION CONSTRUCTION. FINAL LOCATION AS APPROVED BY 0', INSTALL PRIOR TO PAVEMENT. 3. BOLLARDS PARALLEL TO PARKING STALL SHALL BE FIXED (WSDOT TYPE 2). BOLLARDS PARALLEL TO DRIVEWAY SHALL BE REMOVABLE (WSOOT TYPE 1). ALL BOLLARDS TO BE PLACED AT 5' SPACING, 4. PROPOSED WETWELL ISOLATION VALVE WITH OPERATOR EXTENSION TO WITHIN 3'-0" OF FINISH GRADE. PROVIDE VALVE BOX AND COVER IN FINISHED ASPHALT. COVER SHALL BE LABELED "SEWER'. 5. WET WELL VENT. PROPOSED 6' STAINLESS STEEL GOOSENECK VENT WITH SCREENED END WITH 12" SQUARE BOTTOM FLANGE. PROVIDE 16" SQUARE x 12" THICK CONCRETE BASE. COVER 8" PVC VENT STUB -UP AND FASTEN TO BASE SLAB WITH (4) BOLTS AND NUTS. 6. SEE GROUNDING AND BONDING REQUIREMENTS ON DWG NO. E01. L L ASA �O >r ••pe tG b ya 'lra�b�r >w •� OV z O I- cCA a om-4 rj) Uz z W A -fit, = = = = = = m = = m = m = = m m = m = r i P �Sp � r So s � EXISTING CONCRETE 'WET WELL CONVERT TO MAN -HOLE AND PROVIDE NEW CONCRETE COVER. SEE LIFT STATION NOTES ON DWG NO. COI. PROPOSED 24' LOCKING MAN -HOLE COVER. LOCATION AS SHOWN, PROPOSED POLY LADDER. RUNGS TO EXTEND FROM TOP TO BOTTOM OF MAN -HOLE, EXISTING GRATE TO BE REMOVED EXISTING INFLUENT PIPE FROM RESTURANT G. is ADD CHANNEL TO EXISTING -� WET WELL. SEE UFT STATION NOTES ON DWG. NO. C01 PROPOSED CDF EXISTING GRAVITY SEWER TO REMAIN IN SERVICE. SEE /- CONSTRUCTION SCHEDULE NOTES ON DWG NO. G01. EXISTING FORCEMAIN PIPE. FILL WITH CONCRETE AFTER PROPOSED UFT STATION IS O O OPERATIONAL. \ 6' CIA, 11�i 1 PROPOSED CONCRETE CHANNEL TO PROPOSED OUTLET. PROVIDE l / MIN. 2% SLOPE FROM ENTRY TO EXIT. PROPOSED CONCRETE TOP -\ PROPOSED DRIVEWAY. 4' COMPACTED DEPTH HMA 12' COMPACTED DEPTH CSBC. COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR) PROPOSED CONCRETE CURB 6" TOPSOIL AND LAWN �n v PROPOSED GRAVITY SEWER EFFLUENT 12 PROFILE VIEW 1' = 2'-0" STAINLESS STEEL UNISTRUT. LENGTH AS NECESSARY. PROPOSED LEVEL TRANSMITTER PIPE SLEEVE. SEE DETAIL J ON DWG NO. D01. SLEEVE NOT SHOWN IN PROFILE NEW. VALVE VAULT, EQUAL TO UTILITY VAULT NO, 687-LA (81 x 6'W x 7'D) INSIDE DIMENSIONS 6 O 50 07 90 10 t' 1.�SA �•'.+ , PLAN VIEW 1' = 2'-C' 0PROPOSED UNK SEAL � (TYPICAL). x PROPOSED SUMP IN VALVE VAULT. PROPOSED FLOOD SWITCH LOCATION. SEE DETAIL K ON DWG NO. DOI, VALVE VAULT ACCESS LADDER 3' WIDE x V THICK STAINLESS STEEL FLAT PLATE TO WALL (TYP.) )C STAINLESS STEEL ANCHOR BOLT (TYP.) `MINIMUM 12' COMPACTED DEPTH STRUCTURAL FILL. COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR) PROPOSED CSBC AROUND MECHANICAL PIPING. CDF AROUND PERIMETER OF WET WELL AND VALVE VAULT TO FILL EXCAVATION VOID, FLYGT TOP FIBERGLASS BASIN 150. SIZED FOR NP 3102-MT SUBMERSIBLE PUMP, INSTALL PER MANUFACTURER'S INSTRUCTIONS. CAST INTO BOTTOM 3' SECTION OF MANHOLE. PROPOSED FOUNDATION ANCHOR OR APPROVED ALTERNATIVE BY CONTRACTOR MINIMUM 12' COMPACTED DEPTH STRUCTURAL FILL. COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR) MECHANICAL LEGEND I 01 6' DI PIPE, APPROX, 7'-8" LENGTH 20 6' GATE VALVE (MJxMJ) 30 6' DI PIPE, APPROX. 24' LENGTH © FLYGT NP 3102 MT SUBMERSIBLE PUMP WITH 4' DISCHARGE, SEE SPECIFICATIONS. ONE PUMP WITH RECIRCULATION FLUSHING VALVE. 0 4' WICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. FASTEN TO FIBERGLASS BASIN. © 4- DI PIPE (FLxPE) EPDXY PRIME AND FINISH COAT, LENGTH AS REQUIRED. 70 4" DI 90' BEND (FL) 80 4" 01 PIPE (FLxPE), APPROX 41' LENGTH 90 4' DI LONG PATTERN MJ SLEEVE 1® 4' DI PIPE (FLxPE), APPROX. 46' LENGTH 11 PRESSURE GAUGE, SEE SPECIFICATIONS AND DETAIL B ON DWG NO. D01. © 4' COUNTERWEIGHT SWING CHECK VALVE (FL)FL) ® 4' ECCENTRIC VALVE (FL.R) Q 4- 01 45' BEND (FL) 15 4" DI PIPE NTH SHACKEL RODS (FLxPE), APPROX. 17' LENGTH © 4" DI PIPE NTH SHACKEL RODS (WE). APPROX. 15' LENGTH © 4' 01 FCA ® 4" DI WYE (FL) 19 4" DI PIPE (FL), APPROX. 7' LENGTH ® 4- DI PIPE (FLxRJ), APPROX. 55' LENGTH ©1 4' DI PIPE (RJ), TO EXISTING FORCEMAIN ® VERTICAL PIPE SUPPORT. SECURE TO FLOOR WITH (2) XJ' DIA. 4' LONG ANCHOR BOLTS. SEE DETAIL F ON DWG NO. D01. ® SUMP PUMP. )i HP. 120V, 1P. SEE SPECIFICATIONS. ® 1A2' SUMP PUMP DISCHARGE LINE (SCH 40 PVC INSIDE VAULT, SCH 80 PVC OUTSIDE VAULT) WITH CHECK VALVE, UNION, AND ISOLATION VALVE ® CONCRETE THRUST WALL - 04 0 12' EW. l'-O' MINIMUM THICKNESS. 3000 PSI CONCRETE, 4-04 DOWELLS WITH HY150 HILTI TO VAULT. nVAULT VAULT ACCESS HATCH. 72'x96' SPRING -ASSISTED ALUMINUM -LEAF HATCH, H-20 RATED. WITH SLAMLOCK AND RECESSESD PADLOCK HASP. PROVIDE SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE PVC DRAIN TO SUMP, LW PRODUCTS HD-4C OR EQUAL. WET WELL ACCESS HATCH. 30'x48' CLEAR OPENING SPRING -ASSISTED ® ALUMINUM, H-20 RATED, WITH SAFE HATCH GRATING, SLAMLOCK, AND RECESSED PADLOCK CLIP. EQUAL TO FLYGT FDRN-6HDAOSH. MATERIAL LEGEND NATIVE GROUND CDF STRUCTURAL FILL CRUSHED SURFACING BASE COURSE (CSBC) CONCRETE "IskA E N G I N E E R S PLANNERS SCIENTISTS RtIZ lNGIM[CRING. INC. hlm://.wxllLcan mal6oxfh2.wD 1.600.720.6052 BELLINGHAM aAn cn mie 454 Wat "m RODE OOTNELL 121001E IVA 56w1 SuRa 100 EAST WENATCHEE aAwo 300 Si— Str.L Sxh 5 Mu ILTEO 11524 0Nt4o $pMAIOK SuN4 203 RICHLAND 114 C m6u Pohl DM. SuR. C SILVERDAL! 202t NW Mh" R4 SO. t07 TACO M1Yfa aow 621 Pook A— Sib 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG Rm 24 on N0. °imSMK M01 ia'avm MLM DAI MAR 11, 2009 ' 40 aAIIF REN a n 108-056 9 R DLS-D-M01 FINAL GRADE PER PLAN NON -SHRINK GROUT TO SEAL CONDUIT PENETRATION (TYPICAL). GRC CONDUIT TO TELEMETRY OR PUMP CONTROL PANEL SEE ONE -LINE DIAGRAM. PROPOSED H2O ACCESS HATCH. MARKED 'ELECTRICAL'. SEE SPECIFICATIONS. PROPOSED EXPLOSION PROOF SEAL PROPOSED HANDHOLE. SLOPE FLOOR TO DRAIN WATER TOWARD WETWELL. e TYPICAL HANDHOLE DETAIL Ot NOT TO SCALE PROPOSED PUMP CONTROL PANEL 3'-0' MIN. 3' TYR 0 12' O.C., EW, + `► TOP AND BOTTOM i UNDISTURBED NATIVE EARTH MIN 4" DEPTH OF CRUSHED SURFACING COMPACTED TO 97E HOUSEKEEPING PAD DETAIL STANDARD PROCTOR. 01 NOT TO SCALE RETRIEVAL SYSTEM NOTE PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE AND LEVEL TRANSMITTER CLASS 1, DIVISION 1 CABLE IN ELECTRICAL VAULT. HAZARDOUS AREA PROPOSED EXPLOSION PROOF JUNCTION BOX AND CABLE FITTINGS. CONTRACTOR SHALL DETERMINE SIZE PER NEC. ONE REQUIRED FOR EACH MOTOR AND LEVEL TRANSMITTER. TWO REQUIRED FOR FLOATS. SEE ONE -LINE DIAGRAM. PVC CONDUIT TO WET WELL PER ONE -LINE DIAGRAM. SLOPE TO DRAIN. CHECK VALVE LEVER ARM. ADJUST AS NECESARY. PROPOSED BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE, SIZE TO FIT LIMIT SWITCH. PROPOSED LIMIT SWITCH, SQUARE D HEAVY DUTY TYPE C, CLASS 9007 LIMIT SWITCH OR APPROVED EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM FOR CHECK VALVE ARM TYPE. PRESSURE GAUGE, SEE SPECIFICATIONS FOR MORE INFORMATION. STAINLESS STEEL DIAPHRAGM SEAL. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL 4' ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR '1 6" CRUSHED SURFACING BASE COURSE. /4' COCK. SELECT BACKFILL OR NATIVE MATERIAL 1/4' NON -POTABLE WATER, 1/2"0 COCK. NORMALLY CLOSED UNLESS CHECKING PRESSURE OF THAT FORCETAAIN (TYPICAL). DISCHARGE 1/2"0 PIPE (TYPICAL). PIPE e PRESSURE GAGE INSTALLATION 1 NOT TO SCALE e PROPOSED LIMIT SWITCH DETAIL NO SCALE SO CORD CONNECTOR (TYPICAL). --\ r SURFACE MOUNTED J-BOX. e PIPE TRENCH DETAIL NOT TO SCALE STANDON ADJUSTABLE PIPE SUPPORT 2'0 GALVANIZED AS REQUIRED STEEL PIPE (2) 5/8.0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILP PVC COATED GRC 'HIT C100" WITH SS NUT AND CONDUIT TC WASHER, EMBED 4' MINIMUM TELEMETRY �- TOPPING GROUT VALVE VAULT FLOOR. a VERTICAL PIPE SUPPORT NOT TO SCALE FLOAT CABLE (TYPICAL) RUBBER GROMMET (TYPICAL) 11 Of STAINLESS STEEL ANGLE IRON i0 , Y,' THICK. ATTACH CHANNEL SO TYPE CORD. BRACKET TO WETWELL WALL USING (2) 1' STAINLESS STEEL BOLTS. GRATE 6" MAX TRIM GEOTEXTILE NOTES: 1 FRAME 1. PERFORM MAINTENANCE IN ACCORDANCE WITH THE GRC CONDUIT STRAPPED TO PROPOSED VALVE VAULT f'•' >.'� OVERFLOW BYPASS 2008 EDITION OF WSDOT STANDARD SPECIFICATION WALL WITH MINIMUM OF (2) , STORM DRAIN l•[ B•01.3(15). STAINLESS STEEL PIPE CLAMPS INLET STRUCTURE �; SEDIMENT AND DEBRIS 2. SIZE THE BELOW GRADE INLET NICE FOR THE STORM SPACED EQUALLY APART. • WATER STRUCTURE IT WILL SERVICE. FILTERED WATER. 3. THE BELOW GRADE INLET DEVICE SHALL HAVE A UQUAD LEVEL SWITCH. SET TO D PROPOSED FLOOD SVATDi. NORMALLY OPEN REED TYPE BUILT4N HIGH -FLOW RELIEF SYSTEM (OVERFLOW SWITCH WITH 1/2' OF WATER FLOAT SWITCH, 20 VA RATED. BYPASS). ON FLOOR. OMEGA MODEL LVN-20 OR EQUAL 1. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BELOW GRADE INLET DEVICE WITHOUT SPILLING THE G COLLECTED MATERIAL. . -0 p '' t' •'' �``' STORM DRAIN INLET PROTECTION FLOOD SWITCH DETAIL 1 NOT TO SCALE a e NOT TO SCALE 3" 0 SCH 40 PVC PIPE DISTANCE FROM WALL AS NECESSARY FOF TRANSMITTER TO REACH BOTTOM OF WETWELL TRANSMITTER CABLE J SECURE TO WALL WITH STAINLESS STEEL UNISTRUT AT THREE EQUALLY SPACED LOCATIONS (TYPICAL). PRPOSED LEVEL TRANSMITTER. HIGH LEVEL ALARM FLOAT 45' BEVEL -CUT BOTTOM OF PIPE STARTING AT CENTERLINE PUMP START FLOAT PUMP STOP FLOAT FLOAT MOUNTING DETAIL Ku)NOT TO SCALE SUBJECT TO ENGINEERING APPROVAL COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR)IN 6' LIFTS PER WSOOT STANDARD 2-09.3(I)E. , 4' FORCE MAIN I PIPE BEDDING MATERIAL (TYPICAL) TRANSMITTER ACTION SETPOINTS ABOVE FINISHED FLOOR STOP V-6' LEAD START 2'-0" LAG START 2'-6" HIGH LEVEL ALARM 2'-g" e LEVEL TRANSMITTER DETAIL 0 NOT TO SCALE Wm RH2 ENGR4EERING. MC. MID://Fw.IA2.can mol0oAh2.can t69a72aeo52 DELUNGHAM OFFICE 360.676.0636 454 III Mwtw Roof BOTHELL OFFICE 425951,UW 12100 HE I" Stint SuR4 100 EAb WENATCHEEOFFICE 509.666.2900 300 Sk- StrW, %K4 5 R'ORT ORCHARD OFFICE 3e0.676.79eo OWK" SM,L Suit 101 SCALE: SHOWN 0 1" 2' DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG Rm: 1 1fi Ra WET WELL o'R� MM DO1 REIa14R MM tf MAR 11, 2009 am M0' one REN m - 108-056 B Rows DLS-D-DETS 1 ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND o--^—fl CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, FLUORESCENT FIXTURE SPOT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW INDICATOR LIGHT RELAY INDICATOR LIGHT O� r • 3 Cp • •V y 4 ET - E - CB SIZE N0. OF POLES ET -ELECTRONIC TRIP MOTOR CONTROL CENTER, OR PANELBOARD DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER-PROOF A -AMBER G -GREEN XYZ TR _ Tined relay � O RELAY B BLUE R ���o � s TM - THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR WALL CENNG MOUNTED FIXTURE / GFI - GROUND FAULT INTERRUPT P - POWER - -RED 123 OR - Contra relay C -CLEAR W -WHITE 1. y'OKILL ° SE - SERVICE ENTRANCE GFl - GROUND FAULT INTERRUPTER SURFACE MOUNTED PANELBOARD C - CONTROL F LIMIT SWITCH FLOAT SWITCH 2 np� —� FUSE FUSED DISCONNECT SWITCH EMERGENCY UCHT WITH SELF tf PC —POWER & CONTROL CJ CONTROL d INSTRUMENTATION CKT. CIRCUIT O_O OMIT SNITCH, NORMALLY OPEN �O FLOAT SNITCH, NORMALLY OPEN v YI PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOARD = CONTAINED BATTERY C.O. -CONDUIT ONLY -NIGHT LIGHT AL AL -ALUMINUM LIMIT SWATCH FLOAT SNITCH �i •.•fib RTM RUN TIME METER ❑N%% • FIELD CONTROL STATION TN1H NEMA REQUIREMENTS. O SURFACE OR PENDANT MOUNTED FIXTURE W. -COPPER �—O UNIT SNITCH, NORMALLY CLOSED 0��� FLOAT SNITCH, NORMALLY CLOSED J, T O MOTOR OPERATION COUNTER - N1 -NEMMAA 1 NI lJ NJR -NEMA 3R RECESSED FIXTURE O H A HAND -OFF -AUTO SWITCHSSRVS SSR N4 - NEMA 4 N4SS - NEMA 4 STAINLESS STEEL MD MOTION DETECTOR RUN TIME METER UNTE OC OPERATION COOR MRI MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON'bl. TIME DELAY CONTACT, NORMALLY OPEN, II _ PUSHBUTTON, o•O� 7 � CED SSRVS - SOLID STATE REDUCED VOLTAGE STARTER - NEMA 4 FIBERGLASS SFlL SEAL FAIL LIGHT NORMALLY CLOSED _ TIME TO CLOSE N6 -NEMA 8 N12 -NEMA 12 GASKEIED pC PHOTO CONTROL CELL SEAL FAIL TRIP RESET _QML Iff OVER TEMPERATURE INDICATION LIGHT ^ Y r VARIABLE FREQUENCY DRIVE �— EQUIPMENT MOUNTING STAND MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT PUSH@U� TIME DELAY CONTACT, NORMALLY !! PUSHBUTTON, NORMALLY OPEN CLOSED, TIME TO OPEN FIRE SYSTEM SYMBOLS ti O O O OH HEAT DETECTOR INDICATE TYPE BY INSTRUMENT ® MOTOR STARTER l L�l HEATER, WATTAGE NOTED OS SMOKE DETECTOR LETTER METER TIME DELAY CONTACT THERMOSTAT . V A - AMMETER AH -AMPERE-HOUR VAR - VARMETER VARH - VARHOUR METER A B MOTOR STARTER W/ OPERATOR ❑D FIRE ALARM DISPATCH STROBE ALARM TIME DELAY CONTACT, NORMALLY OPEN,p THERMO SNITCH, NORMALLY OPEN TIME TO OPEN C D DEVICES ® EQUIPMENT CONNECTION PF - POWER FACTOR W - WATTMETER A - HAND -OFF -AUTO B -OPERATIONAL COUNTER ❑A FIRE ALARM AUDIBLE/VISUAL ALARM V - VOLTMETER NH - WATTHOUR METER TIME DELAY CONTACT THERMOSTAT C - RUN TIME METER D - RUN LIGHT E -FAIL LIGHT ��� `( M A �/ � SINGLE PHASE MOTOR. HORSEPOWER AS NOTED F FIRE ALARM MANUAL PULL STATION AH VA -VOLT AMMETER PME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE TM0 SWITCH, NORMALLY CLOSED , ADDITIONAL SYMBOLS K O F - EMERGENCY STOP KIRK KEY INTERLOCK 100 O THREE PHASE MOTOR. RELAY CONTACT, NO FLOWSWITCH POWER TRANSFORMER HORSEPOWER AS NOTED O$ SOUND SYSTEM SPEAKER RELAY CONTACT, INSTANTANEOUS CHANCE O FLOWSWITCH, NORMALLY OPEN Ei V SOUND SYSTEM VOLUME CONTROL RELAY CONTACT, NO J L W i� CONTROL POWER TRANSFORMER HP SINGLE PHASE MOTOR I I HORSEPOWER AS NOTED DOORBELL PRESSURE SWITCH FLOVySWITCH �r TRANSFORMER ELECTRICAL PLUG �O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH, NORMALLY CLOSED O 0 VALVE SYMBOLS PILOT VALVE SOLENOID CURRENT TRANSFORMER DISCONNECT SNITCH L VOLTAGE TRANSFORMER FUSED DISCONNECT SWITCH PRESSURE SWITCH n (/n { 1 ` ffZ V F VALVE IV � PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH F-1z J CONTACTOR ICI COMBINATION MOTOR STARTER VI O T I�f 1 AND DISCONNECT SWITCH Q '1- CAPACITOR CHECK VALVE IN / H + RECEPTACLES AND JUNCTION BOX SYMBOLS T T F O ENGINE GENERATOR OJ CEILING JUNCTION BOX C) 3 POLE SWITCH V) GENERATOR CONNECTION WALL JUNCTION BOX IR1I CONTROL VALVE RECEPTACLE SOUD NEUTRAL ❑J FLOOR JUNCTION BOX �y PID FORMAT SUPERSCRIPT N V T78TERMINAL BLOCK OE EXPLOSION PROOF J-BOX ONX=MEASURED OR INITIATING VARIABLE Y-READOUT OR FUNCTION XYZ Z'MODIFlER PAiD BUBBLE iDENTOWCAT1ON CNART TRANSIENT VOLTAGE SURGE SUPPRESSER DUPLEX WALL RECEPTACLE , 120V INP . WEATHERPROOF G =GROUNDED ABC INSTRUMENT ABC -LOOP NUMBER BUBBLE EXISTING FUNCTION INSTRUMENT IDENTIFICATION BUBBLE ^ F�4 TVSS TRANSIENT VOLTAGE SURGE IG - ISOLATED GROUND OF = GROUND FAULT INTERRUPTER ISA STANDARDS FOR PAID 1st LETTER (MEASURED 12nd LETTER (REAOOUTI 3rd LETTER OR INITIATING VARIABLE) I OR FUNCTION) I (MODIFIER) SUPPRESSER (ALTERNATIVE) DOUBLE DUPLEX SINGLE RECEPTACLE, 120V FIELD MOUNTED DEVICE OR INSTRUMENT O FRONT PANEL MOUNTED INSTRUMENT OR DEVCE (LOCAL PANEL)C GROUNDING SYSTEM SYMBOLS Lle GROUND A ANALYSIS I ALARMleSINGLE RECEPTACLE, 208V B BURNER I COMMUNICATION CONTROL CLOSEDMETAL KFILANNES; PIPE GROUND DUPLEX FLOOR RECEPTACLE. 120V D DENSITY E VOLTAGE — J_ L — — — — — _ ----------()nHa BACK PANEL MOUNTED INSTRUMENT OR DEVICE LOCAL PANEL • CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL � SPECIAL PURPOSE WALL RECEPTACLE, F FLOW I I FAIL E RI ENGINEERING INC RATING AS NOTED G GAS I I GREENBULB O GROUND ROD SIZED PER N.E.C. USE , TELEPHONE H HAND I MANUAL I HIGH CURRENT I INDICATE I FRONT PANEL MOUNTED INSTRUMENT OR DEVICE LAB ROOM PANEL ( ) 1. 07220. 0= taoa720.e052 EXOTHERMIC WELD CONNECTION AT J POWER I I i1 THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS TELEPHONE/DATA WITH CABLE --------I--------r------ L TIME I CONTROL STATION I OPERATOR INTERFACE DISPLAY LOCAL PANEL ( ) BEWNGHAMOFFICE 760.676.OtIJ6 454 �t Ztm ROod REQUIRED, 8' MINIMUM. LOW a TELEPHONE/DATA WITHOUT CABLE M MOTION MIDDLE N USERS CHOICE a OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) 11a4TMSI Q Oo F E —� CONNECTION POINT, MECHANICAL, COMPRESSION TYPE 0 USERS CHOICE I I OPEN — — — _ — _ _ --- — — _ _ _ _ _ - _ _ _ _ _ _ P PRESSURE I Q QUANTITY I I TOTAUZE GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WALL traa RE t9SM shM. S.R. Too EAST WEN ATtHEE OFFICE 509.668.2900 300 5nm st.L s d. 5 SWITCH OUTLETS ELECTRICAL A SIGNAL PLAN DEVICES ELECTRICAL SITE PLAN SYMBOLS S STANDARD SWITCH, 120VAC, 20 AMP ® SV SOLENOID VALVE COIL ZS INTRUSION SW TCH O UTILITY POLE AND GUY WIRE R RADIATION RECORD I RED BULB S SPEED I SWITCH I SOLENOID MV MOTORIZED VALVE COIL MD MOTION DETECTOR APPEAR IN THIS SET OF PLANS. P0lir owCHARD OF'FKE 360.e76.7960 $ � 3-WAY SWITCH, 120VAC, 20 AMP 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT HH MANHOLE OR HANDHOLE 3 SWAY T TEMPERATURE I TRANSMITTER I _ _ _ _ _ _ — — — — — — — MULTI FUNCTION r M MOTOR LT LEVEL TRANSDUCER SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE 600 ICAO swK, S.K. 101 SCALE: SHOWN OP BURIED POKER VAULT OR MANHOLE HOA ®HOA 3-POSITION SWITCH, 120VAC, 20 AMP, LABEL SWITCH POSITION U MULTI VARIABLE V VISCOSITY V'U-VE AND UTILITY COMPANY STANDARENTS SET DS. RTH IN THE LATEST CON ACT THE COMPANY REPRESENTATIVES ALL APPLICABLE AND THEIR HAND -OFF -MOTION OR PHOTO I I W WEIGHT 1 I FS FLOOD SNITCH O HE O HEATING ELEMENT UTILITYDITIONS VERIFY REQUIREMENTS, 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG �i TELEPHONE VAULT OR PEDESTAL X UNCLASSIFIED Y USERS CHOICE I RELAY - - • I — — — — — — — —I— — — — — — — — L- — — — — — — ISLIMIT SWATCH PS PRESSURE SWITCH 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE WE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER $ SINGLE -POLE S PILOT -LIGHTED �F FIBER OPTICS VAULT OR PEDESTAL DEE P Z POSITION I I REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN RENEWED BY THE ner 1 6•o•a S DOUBLE -POLE 2 S KEY -OPERATED K I I PB PANIC BUTTON PE PRESSURE ELEMENT ENGINEER. 00mDY o- IUMINAIRE $ THREE WAY S LOW VOLTAGE I I EOO a M LM 3 FOUR WAY LV S MASTER I I I I T THERMOSTAT SWITCH FE FLOW ELEMENT e.L 11, 2009M0. x MAARR PAD -MOUNT TRANSFORMER E TIE 4 M I I 1— as71c REIN $ DIMMER D ❑• PUSHBUTTON I I �EY ZS INTRUSION SWITCH -KEY AE O ANALYSTS ELEMENT _ ,- .`, .� _ ,.� I > �-- A+w.: 1W-056 I I g BaaIE DLS-D-ELCLEG EXISTING UTILITY METER LOCATED ON SIDE OF ELECTRICAL ENCLOSURE. EXISTING SERVICE ENTRANCE RATED MANUAL TRANSFER SWITCH (MTS). -- — 3P EXISTING TRANSFORMER I f EXISTING CONDUIT i i '>1EXISTING PRIMARY POWER EXISTING GENERATOR RECEPTACLE LOCATED ` ON SIDE OF ELECTRICAL ENCLOSURE. EXISTING ------0 GROUNDING PROPOSED WEATHERPROOF EXPLOSION PROOF JUNCTION BOX. SPLICE FROM PUMP CABLE TO FIELD WIRE. (TYPICAL) PROPOSED WEATHERPROOF CABLE FITTING (TYPICAL) �'LLd PROPOSED PUMR,CABLE (TYPICAL) PROPOSED BEVELED PLASTIC SLEEVE FOR PROTECTING CABLE FROM SHARP CONDUIT EDGES (TYPICAL). CONDUCTOR/CONDUIT SCHEDULE NOTES: SEE SPECIFICATIONS FOR APPLICATIONS AND MINIMUM SIZES. ALL UNLABELED CONDUITS ARE: 3/4' C, (2) - /12, (1) - 112 GRO MARK DESCRIPTION OF RACEWAY AND CONDUCTORS. 100 (1) - 1- CONDUIT, (3) - 0, (1) - 06 (N), (1) - /6 GRD, MTS TO PCP 101 (1) - 2- PVC CONDUIT, PUMP CORD, PUMP 1 TO J-BOX, SEE SHEET NOTE 2. 102 (1) - 2- PVC CONDUIT, PUMP CORD, PUMP 2 TO J-BOX, SEE SHEET NOTE 2. t03 (1) - 1' CONDUIT, (3) - /10. (1) - /10 GRO, (2) - 114 J-BOX TO MS1 104 (1) - I- CONDUIT, (3) - j10, (1) - /10 GRO, (2) - 114 J-BOX TO MS2 105 (1) - 3/4' CONDUIT, (2) - /12, (1) - 012 GRD, LP TO SUMP PUMP 106 (1) - 1/2- CONDUIT, (2) - /12. (1) - /12 GRD. LP TO TELEMETRY 107 (1) - V CONDUIT, (6) - /14, (1) - /14 GRO, FLOATS TO RTU 108 (1) - 1- CONDUIT, LEVEL TRANSMITTER CABLE, LT TO RTU 109 (1) - 3/4- CONDUIT, (5) - 014. (1) - #14 GRD, DEVICES TO RTU 110 (1) - 2- PVC CONDUIT, FLOAT CABLES, FLOATS TO RN, SEE SHEET NOTE 2. 111 (1) - 2' PVC CONDUIT, LT CABLE, LT TO RTU, SEE SHEET NOTE 2. RTU EXISTING ELECTRICAL ENCLOSURE. PROPOSED EYS FITTING (TYPICAL) PROPOSED ELECTRICAL HANDHOLE /2. SEE DWG NO, COI FOR LOCATION. CONDUIT k WIRE PER MANUFACTURER'S RECOMMENDATION. PROPOSED PANEL LIGHT PROPOSED PUMP CONTROL PANEL (PCP) 48OV, 4, 4W 50/5 L /1 TM \ \ 1 1MCP 1MCP / 30/3 15/3 1J0/3 PFR TVSS 1 AM AM a 480V 5KVA, _ �3►, 4W 0240/120V T MS1 T MS2 GFI LP' 01 240/12 RECEPTACLE ONE -LINE DIAGRAM NO SCALE ` J - a J� L OL / OL PROPOSED VALVE VAULT. PROPOSED ELECTRICAL HANDHOLE 11. SEE DWG NO. 103 104 C01 FOR LOCATION. PROPOSED SUMP / PUMP TH INTEGRAL FLOAT PROPOSED WEATHERPROOF EXPLOSION SIWTCH. PROOF JUNCTION BOX. SPUCE FROM PUMP CABLE TO FIELD WIRE. (TYPICAL) PROPOSED EYS FITTING (TYPICAL) E E PROPOSED WEATHERPROOF CABLE FITTING (TYPICAL) PROPOSED WEATHERPROOF PROPOSED PUMP CABLE RECEPTACLE FOR PROPOSED EYS (TYPICAL) SUMP PUMP. FITTING (TYPICAL). 101 102 PROPOSED BEVELED PLASTIC SLEEVE FOR PROTECTING CABLE FROM SHARP CONDUIT EDGES (TYPICAL). PUMP NO. 1 PUMP NO. 2 irrr ,vf�_ "t-1 9+r15cN 'h?f/ BEVELED PLASTIC SLEEVE FOR PROTECTING CABLE FROM SHARP CONDUIT EDGES (TYPICAL). LIFT STATION LOAD CALCULATIONS 5 Horsepower motor 7.6 A z 1.50 - 11.4 amps 5 Horsepower motor 7.6 A z 1.00 - 7.6 amps Misc. Station Load 10.4 A x 1.25 - 13 amps am s GENERAL NOTES: G1. PUMP STATION WET WELL IS CLASS 1, DIVISION 1 HAZARDOUS (CLASSIFIED) LOCATIONS. G2. ALL ELECTRICAL EOUIPMENT 'WITHIN WET WELL AND HANDHOLES SHALL BE RATED EXPLOSION PROOF, CLASS 1, DIVISION 1. G3. COORINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED THIS CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUEL ELEMENT. FUSES FOR 'NON -INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES SHALL BE CURRENT LIMITING CLASS RKS OR CLASS L UNLESS OTHERWISE NOTED. SHEET NOTES: PROPOSED TELEMETRY PANEL (RTU) PROVIDED BY OWNER. RELOCATE EXISTING TELEMETRY PANEL IN AN ENVIRONMENT THAT PROTECTS IT FROM VANDALISM AND WEATHER. EXISTING TELEMETRY PANEL SHALL CONTINUE TO OPERATE AND MONITOR THE EXISTING LIFT STATION UNTIL THE CONSTRUCTION IMPROVEMENTS ARE COMPLETE. RETURN EXISTING TELEMETRY PANEL TO OWNER AT COMPLETION OF PROJECT. ©SLOPE PVC TO WETWELL TO COMPLETELY DRAIN HANDHOLE (TYPICAL). SEE DETAIL A ON DWG NO. DOI. ©BOND EXISTING SERVICE ENTRANCE PANEL TO DUCTILE PIPE IN VALVE VAULT WITH /4 COPPER. QGROUND EXISTING SERVICE ENTRANCE TO PROPOSED REBAR MAT IN HOUSEKEEPING PAD WITH /6 COPPER. ® VENTILATION AND HEAT LOADS NOT SHOWN. SEE SPECIFICATIONS. ® LIMIT SWATCH ON CHECK VALVES. SEE DETAIL E ON DWG NO. DOI. (TYP). FLOOD SWITCH. SEE DETAIL K ON OWG NO, DOI. ®INSTRUSION S'MTCH. SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EOUAL. USE UOUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWATCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. ® FLOAT SWATCHES. SEE DETAIL H N2 J ON DWG NO. DOI. LEVEL TRANSMITTER. SEE SPECIFICATIONS AND DETAIL J ON DWG NO DOI. MAXIMIZE SEPERATION OF LEVEL TRANSMITTER CABLE AND FLOAT CABLES. 1LASp` 0 s � 2 A•br�rA�O� rarul. ap R e+Drersw�°� 7awy On Wf ENGINLLPSS SCIENTIST RHf ENGNEERIN JNC. http://w xh2.= mioAe2._ 1.600720.8W SElLNGHAM OFFICE 360.676.006 454 VISM Horton RWd SOTNELL OFFICE 4n9513W 1210D W 19W Street, Suk 10D EA WT WENATCHIM OMCE 509.666.2900 300 %_ Str.L S.A. 5 FORT ORCHARD OFFICE 360.876,7960 SOD l0t.W StneL SO. 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG PW, 1 0e0 Ne D-MDY E01 IE1cwm ML1M ux MAR 11, 2009 HII MD' aae REN a n 108-056 8 Rnwwc DLS-D-1 LN 1 FUNCTION OR q L ASp ELEMENTARY DIAGRAM PUMP 1 ELEMENTARY DIAGRAM PUMP 2 NAMEPLATE ° 70NLL >�\ urt AMMETER AMMETERb8rr+++O I AM AM YOHAL 16�' MOTOR STARTER (MS1) MOTOR STARTER (MS2) u a T1 u a T1 PUMP 1 PUMP 2 2 T2 i L2 EET MTR L2 MTR G�� L3 T3 PUMP L3 T3 PUMP AMP METER AMP METER CIRCUIT BREAKER 480 VAC TO /1 CIRCUIT BREAKER 480 VAC TO 02 rL / 120 VAC 120 VAC _ 0 3FU5 3FU5 X2) X2) PHASE MONITOR (XF) PHASE MONITOR (XF) PHASE FAIL MONITOR ACI --_, --. ,- N AC1 N �I CLOSED TRTH CLOSED MATH z CORRECT PHASING C1 CORRECT PHASING q ' 6INI-CAS-120 FRONDED BY PUMP MFR (FLYCT PUMPS). • MINI-CAS-120 FRONDED BY PUMP MFR (FLYCT PUMPS). .pRE�S�T P�1 MINI -CAS 120• 6 S 0 MCC MANUFACTURER TO PROVIDE TERMINAL POINTS. _� T1 MO10R SENSORS MINI -CAS 120' -C--0 0 MCC MANUFACTURER TO PROVIDE TERMINAL POINTS. .pRE�SJ�T P1 6 5 - —�¢2) n MOTOR SENSORS RESE7 RESET O (t) (2) T T2 (VIA PUMP CABLE) N (1) 2P8 T2 (VIA PUMP N CABLE) LL O (DO NOT CONNECT) 2 10 (DO NOT CONNECT) 2 J 10 MOTOR STARTER MOTOR STARTER O 3 C' NCR.-1 E-STOP Po MST M51 OL Pt CALL 3 1CR-2 E-STOP P/2 1M52 MS2 0. Pt EMERGENCY EMERGENCY O () }2) (V) ('Ai (95) y...(%) - --. "-I -= �J _ T�1')'�. -)�- ¢(2) M (� '. (96) ( STOP STOP y 1PB R1U 5HP RTU IRS SHP Z 11 PIN BASE - ROUND ONLY OVERTEMP 11 PIN BASE - ROUND ONLY OVERTEMP BY MCC MFR. 2CR BY MCC MFR. 2CR OVERTEMP RELAY (2CR) ~ � (Al) (A2) PUMP it OVERTEMP (Al) (A2) PLIMP f2 OVERTEMP �••t 1 4 8 (2) (X2) �a R F 0 20 �- 8 -,/ (X2) �a R }\ (4) 20 OVERTEMP OVERTEMP V PUMP /1 SEAL F PUMP /2 SEAL FAIL W 0 (2) (X2) �4 A 11 9 (2) (X2) A SEAL FAIL SEAL FAIL A (4) ILT (4) 1LT V SEAL FAIL SEAL FAIL 6, A-S 3CR 3OR SEAL FAIL RELAY (3CR) ENGINA (A1) (A2) (AI) (A2) SCI N HOUR METER HOUR METER RHI ENGINEERING. MC. Nttp //—m2.- wSl1.600720.6052 1ETM MS2 2ETM n1oA obA2.— (3) (2) (2) (3) (2) M (2) HOURS HOURS BELUNGHAMOFF7CE 360.576.0636 2CNT 154 tM HOrtm ROOF 2 FjlCNT (1) 2 START COUNTS START COUNTS SCrrHELL OFFICE 425.95t.5100 COUNTER PUMP h RUN START COUNTER PUMP 42 RUN 12100 NE 1951A StmI %ft 100 �,/ (2) { G } (X2) (2) a O } N) PUMP RUN PUMP RUN EAJTW NATCHEEOFFICE 5W.666.2909 300 Sww 56..1 S.R. 5 (4) 3LT (4) 3LT PORT ORCHARO OFFICE 360.876.7960 600 KRq SVML Suit. 101 PUMP 1 PUMP 2 SCALE: SHOW pllq Z.. 0 _I CALL P (FROM TELEMETRY PANEL) pt RUN REPORT - TELEM - P1 OVERTEMP IELEM PT SEAL FAIL P2 CALL (FROM TELEMETRY PANEL) P2 RUN - REPORT 71:LEM p2 0 R MP - IFM p2 SEAL FAIL C N SCALE IF BAR IS NOT 2OT 0 LONG 1CR-1 TELEMETRY VOLTAGE MS1--- 2CR ^-- I 3CR— TELEMETRY 1q2-2 VOLTAGE MS2 F F 2CR.- . 3CR-- na 1 ac w E02 � DY � MLM (24 VDC) --` (24 VDC) - " — ue MAR 11, 2009` "0 r^ nnn REN L-o n xa:1DB-056 8 RfxRm DLS-D-MCL