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HomeMy WebLinkAboutzS-3627SetTr Y Fes? N WZj N 1 Z! 1 r -1 / M �V � L IrJ -'T� 89PRIAI N VICINITY MAP m, P. a' e ^'4 BeLlPari 'A' F Q CONTACT INFORMATION 3a CONTACT COMPANY POSITION PHONE DAVE CHRISTENSEN CITY OF RENTON P (425) 430 -7212 JOHN HOBSON CITY OF RENTON PROJECT ENGINEER (425) 430.7279 MARK MILLER RI-12 ENGINEERING •::cv s� (425) 951-5372 DAVID BAISCH RI-12 ENGINEERING CONSULTANT (425) 951 -5426 ry ail s (425) 951 -5381 BRIAN LLOYD WASTE MANAGEMENT ROUTE MANAGER (206) 505.9032 .18: P.S.E. SERVICE CONTACT (253) 606.4552 KYLE KINNEY COMCAST CONSTRUCTION COORDINATOR (206) 255 -2602 PROPOSED LIFT STATION STRUCTURAL PLAN S03 13 PROPOSED MECHANICAL PLAN M01 14 MECHANICAL AND STRUCTURAL DETAILS M02 15 ELECTRICAL LEGEND E01 16 ELECTRICAL ONE -LINE DIAGRAM E02 17 PROPOSED ELECTRICAL SITE PLAN E03 18 PROPOSED MCC CONTROL DIAGRAM E04 19 TELEMETRY BLOCK DIAGRAM AND DETAILS E05 20 ELECTRICAL DETAILS I E06 21 ELECTRICAL DETAILS II E07 u W _ z o � ♦�. m O o z u Y V U W W z z �o EE C F e" w m, P. a' e ^'4 BeLlPari 'A' F Q `i -e rms: a Pa L G6ac, tL95^ � $E Y3id 51 1 '4e V uE m N SE .. sz:':= a PROJECT NO. WWP -27 -3627 FALL 2013 LIFT STATION OBLIQUE NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG ONE CALL 1- 800 - 424 -5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1- 800 - 258 -5990 CONTACT INFORMATION 3a CONTACT COMPANY POSITION PHONE DAVE CHRISTENSEN CITY OF RENTON P (425) 430 -7212 JOHN HOBSON CITY OF RENTON PROJECT ENGINEER (425) 430.7279 MARK MILLER RI-12 ENGINEERING •::cv s� (425) 951-5372 DAVID BAISCH RI-12 ENGINEERING CONSULTANT (425) 951 -5426 ry ail s (425) 951 -5381 BRIAN LLOYD WASTE MANAGEMENT ROUTE MANAGER (206) 505.9032 .18: P.S.E. `i -e rms: a Pa L G6ac, tL95^ � $E Y3id 51 1 '4e V uE m N SE .. sz:':= a PROJECT NO. WWP -27 -3627 FALL 2013 LIFT STATION OBLIQUE NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG ONE CALL 1- 800 - 424 -5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1- 800 - 258 -5990 SHEET INDEX CONTACT INFORMATION DWG NO. CONTACT COMPANY POSITION PHONE DAVE CHRISTENSEN CITY OF RENTON WASTEWATER UTILITY ENGINEER (425) 430 -7212 JOHN HOBSON CITY OF RENTON PROJECT ENGINEER (425) 430.7279 MARK MILLER RI-12 ENGINEERING CONSULTANT (425) 951-5372 DAVID BAISCH RI-12 ENGINEERING CONSULTANT (425) 951 -5426 CLAYTON ANDERSON RI-12 ENGINEERING CONSULTANT (425) 951 -5381 BRIAN LLOYD WASTE MANAGEMENT ROUTE MANAGER (206) 505.9032 SCOTT BOSTROM P.S.E. SERVICE CONTACT (253) 606.4552 KYLE KINNEY COMCAST CONSTRUCTION COORDINATOR (206) 255 -2602 SHEET INDEX SHEET NO. DESCRIPTION DWG NO. 01 COVER COV 02 CONSTRUCTION NOTES GOI 03 EXISTING SITE & TESC PLAN C01 04 PROPOSED GRAVITY SEWER & FORCE MAIN PLAN CO2 05 PROPOSED GRAVITY SEWER PROFILE CO3 06 PROPOSED LIFT STATION SITE PLAN C04 07 FINAL SITE PLAN C05 08 SITE AND UTILITY DETAILS I C06 09 SITE AND UTILITY DETAILS II C07 10 PROPOSED ELECTRICAL BUILDING PLAN S01 11 PROPOSED ELECTRICAL BUILDING DETAILS S02 12 PROPOSED LIFT STATION STRUCTURAL PLAN S03 13 PROPOSED MECHANICAL PLAN M01 14 MECHANICAL AND STRUCTURAL DETAILS M02 15 ELECTRICAL LEGEND E01 16 ELECTRICAL ONE -LINE DIAGRAM E02 17 PROPOSED ELECTRICAL SITE PLAN E03 18 PROPOSED MCC CONTROL DIAGRAM E04 19 TELEMETRY BLOCK DIAGRAM AND DETAILS E05 20 ELECTRICAL DETAILS I E06 21 ELECTRICAL DETAILS II E07 5- 362101 RECORD DRAWING REVISED TO CONFORM TO CONSTRU TION RECORDS R 2 GINEERING INC. DATE 0 h 0 W y 0 � O V ti m w z � z ^6y w ME wv w m °z O 0 � O V ti Lu U I 'm N SCALE: SHOWN r. Z DAAWWISRLLSTALE*0V C O V 1 01 V21 m w N � 3 m °z O O J W z z 0 z Q! J Z 2 N z o O z $ u W _ z o � ♦�. m O o z u Y V U W W z z �o EE C F � w Lu U I 'm N SCALE: SHOWN r. Z DAAWWISRLLSTALE*0V C O V 1 01 V21 GENERAL NOTES 1. CONTRACTOR SHALL CALL 14MA246555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS-CONSTRUCTED (AS BUILT) RECORDS, INCLUDING AS -BUILT SURVEYING. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2010 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE CONSTRUCTION RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM LICENSED AND CAPABLE OF PERFORMING SUCH WORK. RIGHT OF WAY AND EASEMENT LIMITS MUST BE CLEARLY IDENTIFIED IN THE FIELD DURING CONSTRUCTION. 8. CONTRACTOR SHALL RESTORE MARKERS FOR FRONT PROPERTY CORNERS THAT ARE DISTURBED BY CONSTRUCTION. MARKERS SHALL BE RE- ESTABLISHED BY PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON. 9. A PRECONSTRUCTION CONFERENCE AND 24 -HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 5 DAYS OF NO WORK BEING PERFORMED. 10. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFRESH LANDSCAPING BARK IN ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. 11. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 12. THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. THE DEWATERING SYSTEM MUST BE LOCATED WITHIN THE CONSTRUCTION EASEMENT. 13. THE CONTRACTOR SHALL DISCHARGE WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 14. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. 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'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 15. THE EXISTING LIFT STATIONS 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 CAN BE INSTALLED DURING CONSTRUCTION TO ALLOW FOR CONSTRUCTION OF THE PROPOSED LIFT STATION TO BE COMPLETED. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE OWNER FOR APPROVAL THAT DETAILS THE PROPOSED METHOD OF KEEPING THE LIFT STATION OPERATIONAL DURING THE CONSTRUCTION WORK. INSTALLATION OF THE TEMPORARY PUMPING SYSTEM SHALL NOT BEGIN UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER. A HIGH LEVEL ALARM FLOAT SHALL BE CONNECTED TO THE EXISTING TELEMETRY SYSTEM FOR PROVIDING NOTIFICATION TO THE OWNER IF THE TEMPORARY SYSTEM HAS FAILED. THE CONTRACTOR SHALL BE AVAILABLE TO RESPOND TO ANY TEMPORARY SYSTEM FAILURE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. SEWER FORCE MAIN CONSTRUCTION NOTES 1. FORCE MAIN TRENCH SECTION AND ALL EXCAVATED AREAS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND WITH SECTIONS 7- 9.3(10) AND 7- 9.3(11) OF THE STANDARD SPECIFICATIONS. COMPACTION TESTING SHALL BE REQUIRED DURING BACKFILLING OPERATIONS ON ALL 24" AND LARGER PIPE, ALL OPEN CUTS ANDIOR CROSSINGS WITHIN PAVED OR TRAVELED AREAS AND AT THE DISCRETION OF THE OWNER. IF TRENCH BACKFILL DOES NOT MEET COMPACTION REQUIREMENTS, CONTRACTOR SHALL EXCAVATE, RE- COMPACT AND RETEST MATERIAL AT CONTRACTOR'S EXPENSE. 2. OWNER APPROVED THRUST RESTRAINTS ARE REQUIRED FOR ALL UNRESTRAINED FITTINGS. THRUST BLOCKING IS THE PREFERRED METHOD UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE JOINT RESTRAINT SO THAT THE PIPE DOES NOT SEPARATE DUE TO THERMAL EXPANSION, UNRESOLVED THRUST FORCES, OR DESTABILIZATION OF STEEP SLOPES. 3. AT POINTS WHERE EXISTING THRUST BLOCKING EXISTS, MINIMUM CLEARANCE OF UNDISTURBED SOIL BETWEEN THE CONCRETE BLOCKING AND PROPOSED BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. 4. THE CONTRACTOR SHALL PERFORM PRESSURE TESTING IN ACCORDANCE WITH THE SPECIFICATIONS, UNLESS OTHERWISE APPROVED. THE OWNER HAS DISCRETION TO MODIFY THE TESTING REQUIREMENTS AS HE DEEMS APPROPRIATE. 5. THE CONTRACTOR SHALL TEMPORARILY DIVERT THE EXISTING PRIVATE CONDO FORCEMAIN TO THE 12" GRAVITY SEWER MAIN TO ALLOW FOR CONSTRUCTION OF PROPOSED FORCEMAIN. TESC GENERAL NOTES 1. CONTRACTOR SHALL PROVIDED EROSION AND SEDIMENTATION CONTROL MEASURES AND FACILITIES PER APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL (2009), CITY STANDARDS AND THESE CONTRACT DOCUMENTS. 2. 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. 3. 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 PROJECT. BARRELS, PETROPHILIC PADS, TARPS, AND OTHER EQUIPMENT NECESSARY FOR CAPTURING, CONTROLLING, AND DISPOSING OF HAZARDOUS FLUIDS SHALL BE AVAILABLE ON -SITE AT ALL TIMES. 4. PROPER EROSION AND SEDIMENT CONTROL PRACTICES MUST BE USED ON THE CONSTRUCTION SITE AND ADJACENT AREAS TO PREVENT UPLAND SEDIMENTS FROM ENTERING THE NATURAL 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. 5. LINEAR CONSTRUCTION ACTIVITIES SUCH AS RIGHT -OF -WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL STABILIZATION REQUIREMENT. 6. IF STRAW MULCH FOR TEMPORARY EROSION CONTROL IS USED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF FOUR INCHES. 7. OWNER MAY DIRECT MAINTENANCE AND REPAIR OF TESC MEASURES AND /OR FACILITIES AS THE HIGHEST PRIORITY WORK AT ANY TIME THE TESC MEASURES AND /OR FACILITIES DO NOT MEET THE CURRENT CITY PLAN REQUIREMENTS. ALL TESC MEASURES AND /OR FACILITIES MAY NOT BE SHOWN ON THE PLANS, BUT SHALL BE PROVIDED BASED ON WEATHER CONDITIONS AND CONSTRUCTION PRACTICES AT THE DISCRETION OF THE OWNER. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOADS ARE SECURED PER RCW 46.61.655. 9. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE OWNER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL. POWER BROOMS SHALL NOT BE USED, NOR PERMITTED ON SITE. 10. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY THE CITY. 11. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 12. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 13. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 14. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A WEEK DURING THE DRY SEASON, TWICE A WEEK DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 15. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. PIPE LENGTH MEASUREMENTS PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: �- PIPE LENGTH -{ FLANGE x FLANGE (FLxFL) PIPE MEASURED FROM FACE OF FLANGE PIPE LENGTH --I TO FACE OF FLANGE. FLANGE x PLAIN END (FLxPE) PIPE - - - -- MEASURED FROM FACE OF FLANGE I-- PIPE LENGTH --I PDAIWIM >PFPLFARft (PExPE) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. PIPE LENGTH RESTRAINED JOINT x RESTRAINED JOINT (RJxRJ) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125 #, 250# FLANGED OR COMPACT CLASS 350 MECHANICAL JOINTS. CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO TAKE INTO ACCOUNT ANY VARIATIONS IN FITTING DIMENSIONS. RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 MINEERING INC. -DATE NORTHING AND EASTING CALLOUT POINTS TEES: x BENDS: x FLANGES: x REDUCERS: x VALVES: x- 5- 362102 ABANDONMENT NOTES THE CITY SHALL BE SOLE DETERMINER OF APPROPRIATE ABANDONMENT PROCEDURES AND METHODS. CONTRACTOR SHALL COORDINATE WITH THE CITY TO DETERMINE WHETHER TO SALVAGE OR DISPOSE OF REMOVED FACILITIES. UNUSABLE EQUIPMENT SHALL BE DISPOSED OF BY THE CONTRACTOR, THE FOLLOWING METHODS ARE APPROVED ABANDONMENT PROCEDURES FOR TERMINATED FACILITIES. LIFT STATIONS UPON THE COMPLETE OPERATION OF THE PROPOSED LIFT STATION OR TEMPORARY PUMPING SYSTEM AND APPROVAL BY THE CITY IN WRITING, THE CONTRACTOR SHALL CONVERT THE EXISTING LIFT STATIONS TO MANHOLES. REMOVE ALL PUMPS, PIPES, FITTINGS, TELEMETRY EQUIPMENT, AND ALL OTHER APPURTENANCES FROM INSIDE THE EXISTING PUMP STATION. ALL OF THE REMOVED ITEMS OTHER THAN THE EXISTING LEVEL TRANSDUCER AND TELEMETRY PANEL SHALL BE HAULED OFF AND DISPOSED ACCORDING TO THE REGULATIONS. THE EXISTING LEVEL TRANSDUCER AND TELEMETRY PANEL SHALL BE RETURNED TO THE CITY'S SHOP. THE EXISTING LIFT STATION SHALL BE CONVERTED TO A MANHOLE. CORE DRILL FOR PROPOSED CONNECTIONS, GROUT FILL ANNULAR SPACE BELOW INVERTS AND CHANNEL. SEE CITY OF RENTON'S STANDARD MANHOLE DETAIL IN APPENDIX FOR ADDITIONAL INFORMATION. ELECTRICAL PANELS REMOVE ALL EXISTING ELECTRICAL PANELS AND ENCLOSURES THAT ARE NO LONGER IN USE AND DISPOSE OF PROPERLY. RETURN VARIABLE FREQUENCY DRIVES (VFDs) TO CITY SHOPS. DEACTIVATE POWER SOURCES AT THE CIRCUIT BREAKERS. SEWER AND WATER MAINS 1. CUT AND DRAIN THE ABANDONED SEWER OR WATER MAIN WHERE EXPOSED DURING CONSTRUCTION. 2. REMOVE ANY MAINS IN THE WAY OF PROPOSED CONSTRUCTION. SAW CUT AND REMOVE SHORT SECTIONS OF PIPE. MAINS SHALL NOT BE FORCIBLY REMOVED WITH HEAVY EQUIPMENT DUE TO POTENTIAL DAMAGE TO SURROUNDING UTILITIES. PLUG ENDS OF ABANDONED MAINS EXPOSED DURING CONSTRUCTION WITH GROUT PLUG. CONDUIT 1. CONDUIT SHALL BE CUT OFF BELOW GRADE AND BACKFILLED. ■ EXISTING UTILITIES 1. ALL EXISTING UTILITIES INDICATED ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE AND DO NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN TO AVOID DAMAGE AND /OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF T HIS PLAN CONTRAC TOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 2. OVERHEAD UTILITIES: NOT ALL OVERHEAD UTILITIES MAY BE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE TO INDEPENDENTLY VERIFY ALL OVERHEAD UTILITIES. THE CONTRACTOR SHALL ACCOUNT FOR ACCOMMODATING ALL OVERHEAD UTILITIES IN HIS BID AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR FACILITATING OVERHEAD UTILITIES. 3. POWER, TELEPHONE, GAS AND CABLE: WHERE THESE UTILITIES CROSS THE PROPOSED SEWER MAIN, THE DEPTH OF EACH IS SHOWN ON THE PROFILES AND IS BASED ON TYPICAL LAYING DEPTHS FOR EACH OF THESE UTILITIES. ACTUAL DEPTHS ARE UNKNOWN AND MAY VARY SIGNIFICANTLY. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF UTILITY CROSSING DEPTH CONFLICTS ARISE. 4. WATER: THE VERTICAL AND HORIZONTAL LOCATIONS OF THE EXISTING WATER MAIN SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON AS -BUILT RECORDS AND FIELD MEASUREMENTS OF EXPOSED PIPE AND FITTINGS. NO POTHOLING OR SUBSURFACE EXPLORATION WAS PERFORMED. DEVIATIONS FROM THESE PLANS MAY EXIST. 5. IN LOCATIONS WHERE THE EXISTING WATER MAIN IS EXPOSED IN ORDER TO CONSTRUCT THE PROPOSED IMPROVEMENTS, THE AMOUNT OF OPEN TRENCH SHALL BE MINIMIZED TO AVOID EXPOSING MORE THAN ONE EXISTING WATER MAIN PIPE JOINT WHERE THE EXISTING PIPE IS TO REMAIN. THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT PREVENTS DAMAGE TO THE EXISTING WATER MAIN DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 6. PROVIDE STYROFOAM CUSHION BETWEEN PIPING AT PIPE CROSSINGS WHERE PIPES CROSS WITH LESS THAN 12 INCHES OF VERTICAL SEPARATION. A SAND CUSHION MAY BE USED IN AREAS WHERE ADEQUATE COMPACTION CAN BE ACHIEVED AND AS APPROVED BY THE OWNER. 7. THE CONTRACTOR SHALL MAINTAIN SEWER AND DOMESTIC WATER SERVICE TO ALL EXISTING CUSTOMERS AT ALL TIMES, EXCEPT UNDER PLANNED AND APPROVED SERVICE OUTAGES. 8. THE CONTRACTOR SHALL NOTIFY EACH AFFECTED CUSTOMER A MINIMUM OF 72 HOURS IN ADVANCE OF ANY SERVICE DISRUPTION. NO SHUTDOWNS SHALL BE ALLOWED ON MONDAYS, FRIDAYS OR THE DAYS BEFORE AND AFTER A HOLIDAY. TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WSDOT AND THE CITY OF RENTON STANDARDS. 2. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE 48 -HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 3. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SEAHAWKS TRAINING FACILITY AND PRIVATE RESIDENCES TO THE NORTH FOR THE DURATION OF THE PROJECT. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 9' WIDE VEHICLE ACCESS IN MISTY COVE CONDO PARKING LOT DURING TRENCHLESS CONSTRUCTION. ^US. S -'sb-.xp 01 Z 0 °w U y Z Z 0 °w y W O [� Z Z O rO� V co) �I Z U �I I I ICI A � LL � m I `zr w ^ay z_u Z5�� N � Fr ti C m C W O [� Z Z O rO� V co) �I Z U �I I I ICI A � LL � m � 3 o 0 J W a z o U) "Z U H W �2 YI U Lo LL z < < U o S m o � a g SCALE: SHOWN DROM ISRILL SCALE WHO G01 102V211 S; POOL f Vf HOUSE N5713'20 "W 578.01' EXISTING PRIVATE CONDO LIFT STATION AND PUMP CONTROL PANEL, TO BE CONVERTED TO MANHOLE EXISTING BUILDING EXISTING SHRUBBERY, DO NOT DISTURB EXISTING PUMP CONTROL PANEL ESMT 16 �s Fn 2 \y EXISTING HEDGE � PLANTED ON 2' \ ROCKERY. DO NOT DISTURB. N5773'20 "W �1 UP -2 DROPS: 1 PHONE, 1 (z)s'cP �I WR TO TO L.S. PANEL D D `r r , EX. SIDE SEWER EX. SEWER LIFT STATION RIM = 33.07 ; 1' W X TH BRICK WALL FOUND IRON PIPE I� P FOUND REBAR W /BROKEN CAP f< 65.52' (R5)64.78'(C)(F) 6' WD FNC % 1 % % - 50-NC EXTR CURB EXISTING FENCE AND I CURB TO BE REMOVED I 12"OK EXISTING WATER MAIN AND SERVICE 1 2" W EXISTING PAVEMENT TO BE 1 REMOVED AND REPLACED TEMPORARY SILT SCREEN TYP. C R LOG FOR C R ES ALL CATCH BASINS WITHIN 203 PROJECT SITE PER DETAIL CO6 \ 6 °DS 6 °DS L 1 14 °OK _ cl ss FM - J.1 �� 1i ss 14" SS FM R - - 4' CI SS FM - - CI 55 FM CONC EXTR CURB ST sT - FORCEMAIN TO 1256 �� BE ABANDONED _ - ST �� ' 11755 to•• w - _to" w - - 10--w - - -io•• w o'�- a" v- POINT# EXISTING LEGEND EASTING COIR LOGS OR HAY UTILITY SYMBOLS LINETYPES SURFACE SYMBOLS 1303809.5620 35.18 - - SECTION LINE BALES FOR TESC B ES 5 "MP lip CB - �M MAG NAIL WIFLAG 10011 ESMT 15 WD FNG AREA DRAIN PARCEL LINE o BUILDING OUTLINE SM STORM MANHOLE %6' % % I VE] - ST - GONG EXTR CUB si ST MH _ - ST ,IV o w......... - ._ m w _ - - - - 1129RJ \ 10.. W - - io w _ _ io w ARDS WV m WATER VALVE -X - FENCE (AS NOTED) j HEDGE FH ;� FIRE HYDRANT -X-- FENCE TO BE REMOVED WM E3 WATER METER �Qy DS DECIDUOUS GM m GAS METER = ` TOPO MAJOR 5Q / P BH BUSH GV 0 GAS VALVE CAR PORT Ok OAK UP o- UTILITY POLE -ss- SANITARY SEWER CROCKERY !� GA � ESMT 16 �s Fn 2 \y EXISTING HEDGE � PLANTED ON 2' \ ROCKERY. DO NOT DISTURB. N5773'20 "W �1 UP -2 DROPS: 1 PHONE, 1 (z)s'cP �I WR TO TO L.S. PANEL D D `r r , EX. SIDE SEWER EX. SEWER LIFT STATION RIM = 33.07 ; 1' W X TH BRICK WALL FOUND IRON PIPE I� P FOUND REBAR W /BROKEN CAP f< 65.52' (R5)64.78'(C)(F) 6' WD FNC % 1 % % - 50-NC EXTR CURB EXISTING FENCE AND I CURB TO BE REMOVED I 12"OK EXISTING WATER MAIN AND SERVICE 1 2" W EXISTING PAVEMENT TO BE 1 REMOVED AND REPLACED TEMPORARY SILT SCREEN TYP. C R LOG FOR C R ES ALL CATCH BASINS WITHIN 203 PROJECT SITE PER DETAIL CO6 \ 6 °DS 6 °DS L 1 14 °OK _ cl ss FM - J.1 �� 1i ss 14" SS FM R - - 4' CI SS FM - - CI 55 FM CONC EXTR CURB ST sT - FORCEMAIN TO 1256 �� BE ABANDONED _ - ST �� ' 11755 to•• w - _to" w - - 10--w - - -io•• w o'�- a" v- CAR PORT N57'06'41 °W (RI) N57- 06 -43 °W (C) 480.49' (R1) SITE AND TESC PLAN 1 ° =20' ONSITE CONTROL POINTS TABLE POINT# EXISTING LEGEND EASTING ELEVATION UTILITY SYMBOLS LINETYPES SURFACE SYMBOLS 1303809.5620 35.18 - - SECTION LINE 0 BUILDING CB - CATCH BASIN MAG NAIL WIFLAG 10011 198766.7965 ADR - AREA DRAIN PARCEL LINE 10012 BUILDING OUTLINE SM STORM MANHOLE - `\\ - EDGE OF EASEMENT LS )C( LIGHT STANDARD _ 12 "PVC NW,SE EDGE OF PAVEMENT MB n MAILBOX MH _ SANITARY MANHOLE CONCRETE EXTRUDED CURB 11670 SDI SSCO o SANITARY SEWER CLEAN OUT (UNLESS OTHERWISE NOTED) C�C= ROCKERY WV m WATER VALVE -X - FENCE (AS NOTED) HEDGE FH ;� FIRE HYDRANT -X-- FENCE TO BE REMOVED WM E3 WATER METER ....... TOPOGRAPHY BREAKLINE DS DECIDUOUS GM m GAS METER = ` TOPO MAJOR BH BUSH GV 0 GAS VALVE TOPO MINOR Ok OAK UP o- UTILITY POLE -ss- SANITARY SEWER CF !� GA � GUY ANCHOR -FM - SS FORCEMAIN TO BE REMOVED CONIFEROUS POWER TRANSFORMER - FM - SS FORCEMAIN TO BE ABANDONED CP CYPRESS RS p ROAD SIGN = - STORMDRAIN MP MAPLE SG p SIGN OHP OVERHEAD POWER - T - TELECOM ASPHALT EOA EDGE OF ASPHALT - P - POWER vrR POWER UTILITY BOX - w - WATER ASPHALT TO BE REMOVED uB UTILITY BOX o RAILROAD TRACK ?M POWER METER � PT POWER TRANSFORMER BD O BOLLARD SURVEY SYMBOLS • EXISTING CONTROL POINT 0 U ® PK NAIL CAR PORT N57'06'41 °W (RI) N57- 06 -43 °W (C) 480.49' (R1) SITE AND TESC PLAN 1 ° =20' ONSITE CONTROL POINTS TABLE POINT# NORTHING EASTING ELEVATION DESCRIPTION 10006 198705.5830 1303809.5620 35.18 MAG NAIL WIFLAG 10010 198773.2934 1303856.4574 35.44 MAG NAIL WIFLAG 10011 198766.7965 1303676.7610 32.51 MAG NAIL WIFLAG 10012 198874.8849 1303514.5150 24.90 MING NAIL WIFLAG STORM STRUCTURE TABLE STRUCTURE I DESCRIPTION RIM ELEV PIPE INVERT ELEV 11255 CB 32.93 12 "PVC NW 6 "PVC SE 28.53 29.23 11256 CB 31.10 12 "PVC NW,SE 27.30 11257 ADR 30.87 6 "PVC NE 30.17 11258 CB 24.53 1TPVCNW,SE 21.73 11259 CB 22.75 12 "PVC NW,SE 19.75 11650 ADR 31.33 6-PVC NW 30.43 11670 SDI 17.98 12" PVC 17.98 11672 CB 23.96 1TPVCNW,SE 18.86 SEWER STRUCTURE TABLE STRUCTURE DESCRIPTION RIM ELEV PIPE INVERT ELEV 11136 SSMH 37.16 METRO TRUNK 26.31 11221 SSMH 23.95 NE,SW 13AO 11290 SSCO 34.52 - - 11610 EX. LIFT STATIO 26.88 4" CI FM 23.80 11644 SSCO 35.23 - - �5 T SEAHAWKS PARKING LOT GATE CONTROL II 2 W - a� I 3 FM J� I� II c EXISTING BURIED TELEPHONE CONDUIT DO NOT DISTURB i \- 50 I - S2817 -02 "W (C) CH -� X 124.94'(C) CH -SC i n _¢" GI SS FM {� 6' WROUGHT IRON FENCE M � N a < j a �.PK NAIL, m m TYP. OF 3 LLo 0 w do o � GARBAGE ENCLOSURE TREES NOT LOCATED IN SURVEY, LOCATION UNKNOWN, TYP. 12" SEWER MAIN TO BE LEFT IN PLACE EXISTING 4" CONCRETE FORCE MAIN TO REMAIN APPROXIMATE LOCATON OF METRO 84° SEWER EXISTING 8" SLEEVE TO BE REUSED Z W a CE RR TRACKS r W (L TBM ELEV= 37.95' MARKED TOP OF RAIL GATE ACCESS KEY PAD P , S x `iv FOUND REBAR i I I HUB ON CORNEER nl' oyp W /BROKEN CAP PLOTTED EASEMENTS NOTE: EASEMENT NUMBER CORRESPONDS TO ITEM NUMBER AS LISTED IN SCHEDULE B OF LIMITED LIABILITY CERTIFICATE BY FIRST AMERICAN TITLE, ORDER NUMBER 4209 - 1931540 DATED JULY 24, 2012 AT 8:OOAM ESMT3 APPROX LOC PWR ESMT 4018518 ESMT 5 APPROX LOG 10' WIDE CITY UTILITY ESMT 7307090448 ESMT 6 APPROX LOG 25' WIDE CITY UTILITY ESMT 7510080742 ESMT 7 DOES NOT APPEAR TO AFFECT SUBJECT PROPERTY (NOT SHOWN HEREON) 7506240644 ESMT 15 APPROX LOC 15' WIDE CITY UTILITY ESMT 8007070460 ESMT i6 APPROX LOG 10' WIDE POWER ESMT CENTERED S EITHER SIDE OF AS- CONSTRUCTED FACILITIES WITHIN SOUTHWESTERLY 15 FEET OF SUBJECT PROPERTY 8212300543 ESMT 18 EASEMENT FOR BROADBAND FACILITIES ON PROPERTY, NO SPECIFIC LOCATION DESCRIBED (NOT SHOWN HEREON) 20011227000236 ADA RAMP �I U � M 0 SURVEY NOTES HORIZONTAL DATUM: NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NOTE: PARCEL LINES FOR SUBJECT PROPERTY AS SHOWN HEREON HAVE BEEN COMPILED FROM FIELD LOCATED AND RECORD SOURCES AND ARE NOT THE RESULT OF A BOUNDARY SURVEY 5- 362103 RECORD DRAWING REVISED TO CONFORM TO CONSTRU /CNN RECORDS p �f/kn f RH2 EN ERING INC. D TE rj- 31s�7d3 q 0 x m Z a` 0 w ° y 0 Z U Lu N cWO �r_A � O v/ V Z ti N W ml III1 $ CI.V m u� N zg m _rJ rcm w^ g W Qh Z z8w . g N£ mx m m« 0 Z U Lu N cWO �r_A � O v/ V Z ti N W ml III1 $ m � g u N qa � U z 0 4 !� G V 2 v a O W B o � < < 0 U v i? z z rn a 3 0 m o� i SCALE: SHOWN v r z DIIOMISHai.ST"MHFN aV WA% 2' DM o.: C01 SHFffNO.: 03 q - ilz o m m I H I 18 a e =mm ¢n° r�<m eC< Fm� I Nz m n I R I� i g 8 pS� =m 9• CITYGRAVITYSEWER Number Start Station Stag Northing Start Fasting Radius Length Une/Chord Direction Lt 0100.00A 198765.78 1303807.62 177.36 100.00 N46 °53'47.14'E CONDO GRAVITYSEWER Number Start Station Start NorthM Start Easting Radius Length Une/Ghord Direction L2 0+00.006 198899.62 1303497.92 0+00.00c 177.36 S56° 59' 13.WE C7 1 +77.368 198802.99 1303755.61 200.00 183.88 S83° 19' 33.38E I L3 3+61246 196782.37 1303822.91 31.36' 134.37 N70° 1T 33.WE DECOMISSION EXISTING CONDO LIFT STATION AND CONVERT TO STANDARD MH, SEE NOTE APPROXIMATE DIRECTIONAL DRILL STAGING AREA x % % -- ST ST � 10" w --'o^ w _� CAR PORT APPROXIMATELY 52 FT OF 6' HDPE WASTE PIPE, GROUT PLUG BOTH ENDS AND ABANDON IN PLACE PROPOSED LIFT STATION SITE PROPOSED FORCEMAIN Z Number Start Station Start Northing Start Easting Radius Length LinelChord Direction INVERT ELEV. L4 0+00.00c 198780.88 1303823.62 �I 49.85 S21° 50'37.97W L5 0 +49.85C 198736.80 1303800.33 74.31 S65* 35'04.78"E 31.36' L6 1 +24.16C 198706.09 1303868.00 46.47 N63 °31'36.27 "E 33.56' L7 1 +70.64C 198726.80 1303909.60 3 6.09 N14° 15'52.24"E 34.53' L8 1 +76.72C 198732.70 1303911.10 11.72 N22° 09' 10.58 "E 34.75' MISTY COVE CONDOMINIUMS CONNECT TO EXISTING 100 CO3 x z I x -J I I I 4" CI 55 FM L114cl SS Fh: h_CLlss�r� - -- 1 +00B I L2 _ __ s- ST �- io" w ro" w ��q' w io° w ro" w io" - x CAR PORT x e CONTRACTOR SHALL PROVIDE A APPROX. 313 LF OF 6" HDPE , MINIMUM OF 9' CLEARANCE FOR SEE NOTE F-21 VEHICLE ACCESS AT ALL TIMES EXISTING DUMPSTER TO BE MOVED. EXISTING FENCING TO BE RE " ^ "l^ AND RECONSTF 6 PROPOSED LIFT STATION SITE X io" H X DECOMMISSION EXISTING CITY -OWNED LIFT STATION AND CONVERT TO - - - -- MANHOLE, SEE NOTE A A CITY SIDE SEWER DISCHARGES INTO U CITY -OWNED LIFT STATION, SEE NOTE APPROXIMATELY 35 LF OF W GRAVITY SEWER MAIN WITH 15' STEEL CASING, TRENCHLESS CONSTRUCTION REQUIRED PROPOSED WETWELL z x x z I I I- I I. � I Q PROPOSED ELECTRICAL BUILDING I 5s PROPOSED FLOW METER AND MANHOLE bO�e -.--x M }� G y• GI 55 FM L ss FM- Sj APPROX. 35 LF OF 4" DI SS FM TEMPORARY GARBAGE RELOCATION AREA io "w io "w io"w io"w TEMPORARY FORCEMAIN CONNECTION TO EXISTING GRAVITY MAIN. SEE NOTE �1 T T _ PROPOSED SEWER PLAN 1 " =20' RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS I DATE a EXISTING CITY LIFT STATION CITY -OWNED LIFT STATION PRIVATE DRIVEWAY �I I I �1 I 'N I I I _ -J s. X II N L 1 +00C 1 I PROVIDE (2)- 4'DI45° BENDS W/ THRUST BLOCK i T o�lP 1 � I � GYp e \ I Z 0 LJJ r> . z� I Q J I n 0 APPROX. 75 LF OF 4" LL �I �- v Z z v Wr w� R al « 3 I � O 5s PROPOSED FLOW METER AND MANHOLE bO�e -.--x M }� G y• GI 55 FM L ss FM- Sj APPROX. 35 LF OF 4" DI SS FM TEMPORARY GARBAGE RELOCATION AREA io "w io "w io"w io"w TEMPORARY FORCEMAIN CONNECTION TO EXISTING GRAVITY MAIN. SEE NOTE �1 T T _ PROPOSED SEWER PLAN 1 " =20' RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS I DATE a EXISTING CITY LIFT STATION CITY -OWNED LIFT STATION PRIVATE DRIVEWAY �I I I �1 I 'N I I I _ -J s. X II N L 1 +00C 1 I PROVIDE (2)- 4'DI45° BENDS W/ THRUST BLOCK i T o�lP 1 � I � GYp e \ I Z 0 LJJ r> . z� I Q J I n 0 APPROX. 75 LF OF 4" LL �I �- 1 Z bx/ EXISTING WATER SERVICE DO NOT e ` DISTURB PROPOSED VALVE VAULT APPROXIMATE DAYLIGHT LOCATION APPROXIMATELY 130 FT OF 6" 1 WASTE PIPE, GROUT PLUG BO' ENDS AND ABANDON IN PLACE CONNECT TO EXISTING 4" CONCRETE FORCE MAIN APPROX. 6 LF OF 4" 0 DI SS FM PROVIDE (1) - 4" DI 45° BENDS W/ THRUST BLOCK APPROX. 46 LF OF 4 "Q DI SS FM _ PROVIDE (1) -4 "DI 45° BENDS W/ THRUST BLOCK USE EXISTING 8" SLEEVE Z UNDER RR. CONTRACTOR Zp7 LJJ r> . z� TO VERIFY LOCATION PRIOR CO6 Q J TO FM CONSTRUCTION APPROX. 75 LF OF 4" LL DI SS FM �- PROPOSED LEGEND SANITARY SEWER WATER BY OTHERS - WATER TO BE ABANDONED BY OTHERS WOOD FENCE 0 CHAINLINK FENCE CONSTRUCTION FENCE - - - CONSTRUCTION LIMITS - - COIR LOGS OR HAY BALES ASPHALT 0 CONCRETE KEY CONSTRUCTION NOTES THE PRIVATE CONDO LIFT STATION SHALL REMAIN IN SERVICE UNTIL THE PROPOSED LIFT STATION IS OPERATIONAL. THE EXISTING FORCEMAIN SHALL BE TEMPORARILY CONNECTED INTO THE EXISTING 12' CONCRETE GRAVITY SEWER USING A SADDLE TAP TO ALLOW CONSTRUCTION OF THE PROPOSED FORCEMAIN. AFTER THE PROPOSED LIFT STATION IS OPERATIONAL, THE CONTRACTOR SHALL CONVERT THE PRIVATE CONDO LIFT STATION TO A STANDARD MANHOLE PER CITY STANDARD DETAIL AND ABANDON THE EXISTING CONDO FORCEMAIN. 0 PROPOSED 6" HOPE GRAVITY SEWER LINE FROM EXISTING BUILDING DISCHARGE TO PROPOSED CITY -OWNED LIFT STATION. TRENCHLESS CONSTRUCTION REQUIRED. 03 THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SEAHAWKS TRAINING FACILITY TO THE SOUTH AND PRIVATE DRIVEWAYS TO THE NORTH OF THE PROJECT SITE AT ALL TIMES. ENTRANCE TO THE CONDO FACILITY SHALL REMAIN OPEN AT ALL TIMES UNLESS APPROVED TWO CALENDAR WEEKS IN ADVANCE. ® THE CONTRACTOR SHALL CONVERT THE EXISTING CITY -OWNED LIFT STATION INTO A MANHOLE AND IS RESPONSIBLE FOR TEMPORARY BYPASS PUMPING DURING CONSTRUCTION. TEMPORARY PUMP SHALL BE CAPABLE OF 15 GPM AT 18' OF HEAD. CORE DRILL EXISTING LIFT STATION MANHOLE, BASE GROUT FILL AS REQUIRED, CHANNEL, INSTALL ISOLATION VALVE, AND USE KOR -N -SEAL BOOT FOR CONNECTION. 0 WASTE PIPE MAY BE LEFT IN PLACE UNDER RAIL ROAD TRACKS. ALL WASTE PIPE SHALL BE GROUT PLUGGED 1 FT THICK AT BOTH ENDS AND ABANDONED IN PLACE. IT IS ANTICIPATED THAT THE HOPE PIPE LAYDOWN WILL BE ALONG RIPLEY LN, IN WHICH CASE THE CONTRACTOR MUST SUBMIT AND IMPLEMENT A TRAFFIC CONTROL PLAN. ONE LANE WILL REMAIN OPEN AT ALL TIMES. © COORDINATE WITH PROPERTY OWNER FOR SERVICE OUTAGE DURING WORK INSIDE THE EXISTING WET WELL. CONTRACTOR SHALL REDIRECT SIDE SEWER IF NECESSARY TO COMPLETE WORK IN THE EXISTING WET WELL. 5- 362104 A -7ay 0 W y g A 0 °w r7 O W O� W Z IL V W VO W O Q M ad a 301ME m � r> . z� m N -Z- w N Z z . Wr w� R al « O W O� W Z IL V W VO W O Q M ad a 301ME � m m � �w m N 3 O J 7 W � a z o q Y N Z U ¢ z o O_ N z > W U rc U LL Z _< a K U R N - 0 0 O o w S2 0 22 22 z z ¢ z 21 S 3 � ZE � S o o � SCALE: SHOWN � m EXISTING CONDO LIFT STATION STA 0 +50.00, 3.97'L RE = 27.31' EX. CONDO GRAVITY IE IN = 18.35' PROP. CONDO GRAVITY IE OUT = 18.25' 50' 40' - 200' BEND RADIUS 30, _ 20' - 10' - - APPROXIMATELY 54' OF 6- HOPE WASTE PIPE 0' -10 -20' A EXISTING CONDO LIFT x STATION TO BE CONVERTED I TO MANHOLE, SEE DWG N0. \ CO2 FOR DETAILS P � x \ J —I x '° (1) - 6' PVC 45° BEND (GxG) (2) - 6- PVC PIPE, LENGTH TO FIT \ (1) CONNECTION TO EXISTING T ni ST - Si PROPOSED 6' PVC CLEAN -0UT ASSEMBLY, PER CITY STANDARD DETIAL PROPOSED 6' PVC WYE (GxG) — 10" w 10° w 10" w EXISTING STORM MAY REQUIRE 0' j t I I L — L PROPOSEDW HDPE -PVC TRANSITION COUPLING 10 °w m"w - ST I q G� 55 FM PROPOSED CONDO SIDE SEWER, APPROX. 313' OF 6" HDPE PIPE CONDO GRAVITY SEWER PROFILE H:1 ° =5', V: 1 " =5' DO NOT DISTURB CONCRETE ENTRANCE WAY ST ST RESTORE EXISTING CURB AND LANDSCAPING TO EXISTING OR BETTER CONDITION 10" w - — — — — — — - CPROP0SED6 -PVG�E— — — — — — — - TEMPORARY RELOCATION APPROX. 2' -0' LENGTH i NOTE: GRAVITY SEWER - CONDO MH CONNECTION TO EXISTING CONDO CONNECTION DETAIL ��� KOR -NSEAL BOOT USED FOR CONNECTION. I" = 5' PROPOSED WETWELL RE = 34.60' PROP. CITY GRAVITY 0 IE IN = 12.05' EXISTING GROUND PROFILE 50' 40' 30' 20' 10' 0' -10' -20' WIR WTR EXISTING GROUND PROFILE - _ wTR PROPOSED WETWELL RE = 34.60' PROP. CONDO GRAVITY IE IN= 13.50' RAIL ROAD TRACK 200' BEND RADIUS TEL WTR �SSFM _ _ - 5' MIN. APPROXIMATELY 130' OF 6" HDPE WASTE PIPE, SEE DWG NO. CO2 FOR ABANDONMENT NOTES, TYP. NOTE: PROPOSED GRAVITY SEWER LINE DRILLED CONNECTIONS SHALL BE GROUTED, CORE DRILLED CONNECTIONS SHALL USE KOR- N-SEAL BOOT. APPROXIMATELY 35' OF 8' GRAVITY SEWER MAIN IN CASING PIPE CITY GRAVITY SEWER PROFILE H: 1 " =5', V. 1' =5' 50' 40' 30' 20' 10' 0' -10' -20' EXISTING MISTY COVE LIFT STATION STA 0+65.75, 0.00' RE = 32.85' EX. GRAVITY IE IN = 12.77' PROP. CITY GRAVITY IE OUT =12.6T EX. MC FM IE OUT = 23.80' 50' 40' 30' 20' 10' 0' -10' -20' NOTE: CONTRACTOR SHALL VERIFY EXISTING GRAVITY INVERT ELEVATION PRIOR TO CONSTRUCTION OF PROPOSED GRAVITY SEWER MAIN 5- 362105 RECORD DRAWING REVISED TO CONFORM TO CONSTRU TION RECORDS RH2 60NEERING INC. TE S -3(o»0 z 0 Em U y A m O W v rn W M O ti0� W W 0 UO � Lu LL_ � J1 'jm ''�0 0 a _w W M O ti0� W W 0 UO � 311ME Lu LL_ � O ''�0 0 a _w 311ME oxawsrc SRUX"w1a ea MEA& r o.: Barra: CO3 05 P721 LL_ � 0 � J U W a z o N U Z O N M N z 0 W o i < < U N N W IN S o ° � o � a HIT19 SCALE: SHOWN oxawsrc SRUX"w1a ea MEA& r o.: Barra: CO3 05 P721 KEY CONSTRUCTION NOTES �j EXISTING OVERHEAD POWER. CONTRACTOR SHALL RELOCATE TEMPORARILY DURING CONSTRUCTION. SEE DWG NO. E03 FOR PROPOSED OVERHEAD POWER IMPROVEMENTS REMOVE EXISTING WOOD FENCE FOR CONSTRUCTION. INSTALL PROPOSED FENCE AS SHOWN AND DETAILED. EXISTING YARD HYDRANT (CAR WASHING STATION) TO BE REMOVED. ® MAINTAIN RESIDENTIAL ACCESS AT ALL TIMES. PROPOSED LEGEND SANITARY SEWER WATER BY OTHERS WATER TO BE ABANDONED BY OTHERS �-- WOOD FENCE CHAINLINK FENCE CONSTRUCTION FENCE - - - CONSTRUCTION LIMITS - - COIR LOGS OR HAY BALES ASPHALT CONCRETE x x x x x DECOMMISSION EXISTING CITY -OWNED LIFT STATION. SEE NOTE I ON DWG NO. CO2 FOR MORE INFORMATION EXTEND GRAVITY SEWER TO PROPOSED LIFT STATION. TRENCHLESS CONSTRUCTION REQUIRED. EXISTING TREE AND ROCK PROPOSED WETWELL WALL, DO NOT DISTURB I - - -x- - - - x - X x - -x - XI 13 IXI 204 APPROX.115 FT OF 3" I I Cos VENT PIPE I X I SLOPE GRADR AWAY FROM f STRUCTURES,TYP. PROPOSED ELECTRICAL X I BUILDING EXISTING WATER SERVICE TO I EDGE OF EDGE LINE BE ABANDONED BY OTHERS I X' W- 2" W 2" W 2' N 2" W XI I I � XI PROPOSED CONDO BUILDING TO PRO FROM N POSED I X CITY-OWNED CONSTRUCTION REQUIRED. IXI IxI '00 l � I I n 0 z 3 'N , d - EXISTING BRICK 0 3 PILLAR AND LIGHT (TYP.) DO NOT DISTURB I I I PROPOSED i 8 ELECTRICAL HANDHOLE 0 OHa 2" W W 2 \V - 25 PROPOSED I ® VALVE VAULT I ® 1" PVC DRAINPIPE I PROPOSED FLOW I ® METER AND VAULT ^� G ® PROPOSED 4' M02 I GATE VALVE (FLXFL) 19 b . WOO? Ifl AT 11 @ IQ 2' W 2' WI ,0 PROPOSED PROPOSED PRV AND WATER 210 CEDAR II xi SERVICE BY OTHERS k C07 I FENCE EXISTING ABANDON UNDERGROUND P OWER I o1 I e EXISTING METER AND 2' SERVICE TO BE RELOCATED BY CITY PRIOR TO CONSTRUCTION \ \EXISTING PRV VAULT j g TO BE ABANDONED \ N BY OTHERS I PROPOSED POWER POLE II II I N I � 3 I PROPOSED 208 I \ ACCESS GATE C07 II 23 I RELOCATED I GARBAGE AREA I 3'-6' WIDE ; ESS GATE, PROPOSED WATER �2' I WATER MAIN BY OTHERS I 0x a I 24 z I n W 2 W I IXI- - - -- -------- - - --i- 11 III � PROPOSED HMA IIX I SURFACING LIMITS / X I EXISTING 12' WATER MAIN TO I I BE ABANDONED BY OTHERS I ° I I L . - - - - - - - - e x - - -I - - - -I x x z x x x x x -x� x x x _lj - ¢' CI 55 pI1A o _ y. 'S Fds i I I 78 PROPOSED LIFT STATION SITE PLAN 1 " -5' SITE POINTS POINT# NORTHING EASTING DESCRIPTION 1 198781.49 1303824.61 WETWELL CENTER* 2 198777.27 1303820.03 VALVE VAULT N CORNER 3 19877127 1303828.09 VALVE VAULT E CORNER* 4 198762.77 1303814.93 METER VAULT CENTER ** 5 198793.57 1303812.96 ELECTRICAL BUILDING N CORNER 6 198784.63 1303807.14 ELECTRICAL BUILDING W CORNER* 7 198789.46 1303822.80 NOTUSEO 8 198787.10 1303822.41 ELECTRICAL HANDHOLE ** 9 198801.78 1303804.96 PAVEMENT EDGE ** 10 198769.13 1303783.74 PAVEMENT EDGE ** 11 198732.22 1303840.61 PAVEMENT EDGE ** 12 198767.13 1303859.11 PAVEMENT EDGE ** 13 198806.12 1303798.15 *. CONNECT TO EXISTING WOOD FENCE 14 198795.76 1303814.36 WOOD FENCE INTERSECTION ** 15 198766.34 1303819.60 WOOD FENCE INTERSECTION * ** 16 198758.89 1303814.80 WOOD GATE POST * ** 17 198755.95 1303812.91 WOOD FENCE CORNER * ** 18 198725.12 1303813.97 CONNECT TO EXISTING WOOD FENCE 19 198782.47 1303835.13 CHAIN LINK CORNER * ** 20 198771.69 1303829.85 NOT USED 21 198762.62 1303825.41 CHAIN LINK CORNER ** 22 198758.20 1303832.32 CHAIN LINK CORNER * ** 23 198757.82 1303832.11 CHAIN LINK GATE POST * ** 24 1 198747.32 1303826.30 CHAIN LINK GATE POST * ** 25 198773.23 1303808.84 WOOD FENCE CORNER ** * SEE STRUCTURAL PLANS FOR FINISH GRADE ELEVATION. "MATCH EXISTING GRADE * "ADJUST GRADE AS NECESSARY TO ENSURE ACCESS GATE CAN PROPOSED 4' DI FM Y¢ 0 e EE RAILROAD TRACKS ARE CURRENTLY INACTIVE. DO NOT DISTURB. 0 � n L A2 5- 362106 USE EXISTING 8" SLEEVE UNDER RR RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 INEERING INC. DATE 3 67 W n W 0 °w y Z 0 W y Z O a W O con N E.4 o a �L` O r LL U� J W N a I�If A ti« m W Sl Zm 0 N 0 � allW^ ay 3 0 Wti W n 0 m1: mmm Z O a W O con N E.4 o a �L` O r LL U� J W N a I�If A m W 0 N 0 � O � U W m o Z U � O h Z Z � � N o $ W U O m H o < < U rc U o w o w O z z > s � lis ° � a SCALE: SHOWN Ow1Wr01SA,U,gQ IFNOV BMMEL%mr DWONO.: C04 SlaTm -1 06 ' "''„ I PROPOSED LEGEND I WOOD FENCE CHAINLINK FENCE — — CONSTRUCTION EASEMENT PERMANENTEASEMENT RECORD DRAWING REVISED TO CONFORM TO CONSTRIDPTICI N RECORDS R 2 GINEERING INC. ATE x x N N57'13'20 "W 65.52' (R5) 64.78'(C)(F) x x x x — 0 S� �T F x x x z x x 9T ELECTRICAL BUILDING ROOF OVERHANG PROPOSED HMA SURFACING r � -�- n -LL FINAL SITE PLAN 1"= lo, i I 28' 0 ---- - - - - -- — — — — � I i is I II 28, I I I to I _C19P I II I I RELOCATED GARBAGE 31' ENCLOSURE WITH DUMPST AND RECYCLING Iy1CCESS GATE I I III 50'CONSTRUCT[ON EASEMENT L -- I-- - -I - -I po I I II m \ I I oI I I I \I I a I x 0 I I ESMT 15 I I I I { I �J x PROF PAVII 5 -36 ". IVI A P,' 536'770-7 q n A O V y Z 0 c i 8 y O OW V O mim yy N u- W � - z- Cg w' $ ^6y LL W v <_ 2gj .Ji5 N € O 3 0 O OW V O mim yy N W � $ O 3 0 O J W Z Z a O W Q U K � i O � O < K U 0 N N � N N O Z O Z K K m < .�5. as 0 0 w J Z LL 0 V i SCALE: SHOWN T '. 2 aRAWMaRUSMEMM C05 1 07 HMA, 3" COMPACTED DEPTH PG 6422 GRAVEL TOP COURSE, 6" / COMPACTED DEPTH (MIN.) !/ NATIVE SUBGRADE, TRENCH \ \ \ BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO 2 LAYERS OF MIRAFI 50OX GRAVEL PLACEMENT. ASPHALT PAVEMENT SURFACE DETAIL CO2 FOR DISTURBED AREA 1/2:1 MIN. 1:1 MAX. r H = Dmin H< =L < =2H BEARING AREA = H X L NOT TO SCALE THRUST BLOCKING SHEET PLASTIC BARRIER ON ALL BLOCKING / UNDISTURBED SOIL PIPE 1 1121 0 H Dmin FIGURE 1 CONSTRAINTS 1. SOIL CONDITIONS AND BEARING CHARACTERISTICS ARE TO BE DETERMINED BY THE CITY. 2. THIS STANDARD DETAIL IS FOR HORIZONTAL THRUST RESTRAINT ONLY. 3. CONCRETE BLOCKING SHALL BE PER APWA SPECIFICATION 7- 11.3(13)1984. 4. CONCRETE THRUST BLOCKING FOR FITTINGS LARGER THAN 16' SHALL BE AS SHOWN ON THE PROJECT PLANS. 5. MAINTAIN 18" MINIMUM GROUND COVER OVER THE TOP OF ALL CONCRETE BLOCKING. 6. WRAP FITTINGS WITH 8 mil THICK POLYETHYLENE SHEETING PRIOR TO POURING CONCRETE. PROCEDURE 1. DETERMINE BEARING FACTOR IN TABLE 1 CORRESPONDING TO APPROPRIATE PIPE SIZE AND TYPE OF FITTING. 2. MULTIPLY THE BEARING FACTOR DETERMINED IN TABLE 1 BY THE MULTIPLICATION FACTOR IN TABLE 2 FOR THE APPROPRIATE SOIL CLASSIFICATION. THE RESULT IS THE REQUIRED AREA OF CONCRETE (IN SQ. FT.) WHICH MUST BEAR AGAINST UNDISTURBED SOIL. 3. USING TABLE 3 LOCATE THE MINIMUM DEPTH OF CONCRETE (Dmin) CORRESPONDING TO THE REQUIRED BEARING AREA. 4. USING Dmin, THE HEIGHT- D LENGTH OF THE THRUST BLOCKING CAN BE DETERMI FROM THE DIMENSION RELATIONSHIPS ILLUSTRATED IN FIGURE 1 AND DESCRIBED BELOW: A. "H' EQUALS "D" B. MAX. 'L" EQUALS 2 X "H" C. MIN. "L' EQUALS "H' Illl 90" BEND 45" BEND 221/2° BEND T�F 11 114° BEND TEE CAP CROSS W/ BLIND FLANGE TEES TEST DEAD 90° 45° 221/2° 11114° SIZE PRESSURE ENDS BEND BEND BEND BEND 'MUCK, PEAT, etc. 2.25 MIN: 5.0 2.25 2.25 2.25 2.25 2.25 1.0 300 2.25 2.25 2.25 2.25 2.25 6.0' 300 2.83 4.00 2.25 2.25 2.25 V 300 5.00 7.11 3.85 2.25 2.25 rc�m� 300 7.86 11.11 6.00 3.06 2.25 300 11.31 16.00 8.66 4.41 2.25 14300 250 12.83 18.14 9.82 5.00 2.51 16 225 1 15.08 21.33 11.54 5.88 2.96 z.ZU bAStu uN utumt 1 Kiu rAu I uno BEARING FACTOR TABLE I SOIL CONDITION MULTIPLICATION FACTOR 'MUCK, PEAT, etc. 2.25 MIN: 5.0 SOFT CLAY 3.0 SAND 1.5 SAND AND GRAVEL 1.0 SAND AND GRAVEL CEMENTED W/ CLAY 0.75 HARD SHALE 0.30 THRUST BLOCKING SHALL BE DESIGNED BY ENGINEER MULTIPLICATION FACTOR TABLE 2 REQ'D BEARING AREA (SQ. FT.) MINIMUM DEPTH DMIN 2.25 MIN: 5.0 1.5' 5.01 -10.0 2.25' 10.01 -15.0 3.0' 15.01-30.0 4.0' 30.01-40.0 4.5' 40.01-50.0 5.0' 50.01-70.0 6.0' HORIZONTAL THRUST BLOCK CO? BLOABLE APE NOT TO 5CALE EXPANSION RESTRAINT DUMP STRAP "NYLON ROPE, 2" FLAT WASHERS) 1" REBAR FOR BAG REMOVAL FROM INLET, TYPICAL BOTH SIDES SILT SACK G DUMP S l INLET CATCH BASIN BAG DETAIL INSTALLATION DETAIL STORM DRAIN SILT SCREEN DETAIL 203 C01 3" WELDED SS GOOSENECK 3' SS PIPE \ I I INSECT SCREEN GROUND T.O. ELEVATION \ I 2T-7 Z x 2'x 0.5' THICK CONCRETE PAD WI WIRE MESH REINFORCEMENT 3" TRANSITION TO \ WELDED SS BEND PVC BELOW GRADE 3 SS PIPE WET WELL PASSIVE VENT DETAILS 204 NOT TO SCALE MO i ArATC WIDC TYP. OF 3 NATIVE SOIL DIRECTIONAL NOT DRILLED PIPE ZONE 205 TRENCH TRENCH WIDTH WIDTH PER WSDOT SS _ , 2 -09A 6^ PIPE ZONE GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT SS 9-03.12(3) OPEN CUT PIPE ZONE BEDDING 206 NOT TO SCALE CO6 �H DUMP 1PS z" WIDE(MIN)STAINLESS STEEL BAND, TYP. OF 2. TIGHTEN AS REQUIRED MODEL W/ CALPICO WRAP AROUND END SEALS OR EQUAL PROFILE SECTION PIPE CASING " CALPICO" MODEL M -` -SS CASING SPACER MIN. 3 PER EACH LENGTH OF PIPE NOTES: 1. CASING SPACERS SHALL BE MANUFACTURED GALVANIZED OR STAINLESS STEEL, SIZED FOR THE TYPE OF PIPE AND CASING SIZE PER THE MANUFACTURER'S RECOMMENDATION. 2. CASING TO BE SIZED TO PROVIDE MINIMUM 2' CLEARANCE FOR THE TYPE OF JOIN APPROVED BY THE CITY ENGINEER. 3. PIPE JOINTS WITHIN CASING TO BE RESTRAINED JOIN AS APPROVED BY THE CITY ENGINEER. FOR PIPES 12" AND SMALLER, 2 SPACERS PER JOINT OF IT SEWER. 5. MINIMUM e THICK STEEL CASINGS SHALL BE USED. 6. STEEL CASING UNDER RAIL ROAD TRACKS IS EXISTING. INSTALL PROPOSED FORCE MAIN IN EXISTING CASING PER THIS DETAIL. SURFACE FINISH PER PLAN 2m CASING SPACER CO2 NOT TO SCALE HMA SURFACING PER DETAIL THIS SHEET �...,.. o 5" ° I S=362708 TRENCH`LIMITS' VARIES, ° ° < 3' MINIMUM \ NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. BACKFILL AND MECHANICALLY COMPACT (6" LIFTS) TRENCH BACKFILL TO 95% OF THE MODIFIED PROCTOR. 18' TRACER /LOCATOR TAPE PIPE ZONE BEDDING AND BACKFILL SANITARY SEWER FORCE MAIN �^ PER DETAIL 208 THIS SHEET C06 � EXCAVATE UNSUITABLE MATERIAL AND PROVIDE 12" MIN. FOUNDATION MATERIAL CLASS A CONFORMING TO WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY PIPE ID + 30" DENSE AND UNYIELDING FOUNDATION, WHEN WSDOT 2 -09.4 UNSUITABLE MATERIAL IS ENCOUNTERED AND AS DIRECTED BY THE ENGINEER FORCE MAIN TRENCH DETAIL 206 CO2 NOT TO SCALE RECORD DRAWING REVISED TO CONFORM TO CONSTRU ION RECORDS RH2 &WINEERING INC. DATE 0 °w y Z 0 y O J Q pW U� Z W N 311ME LL K zm 0 Z t = rc 8 Z 3 z- _ � jq e €ti rc�m� O J Q pW U� Z W N 311ME 1m li LL K 0 � U s z a $ (A v 0 Z o � M chi W S � o 0 < < U N N � � W 3 3 o Z W SCALE: SHOWN P 1' 2 1m li 6 GAGE WIRE OR BANDS, @ 1 1%" O.D. INTERMEDIATE BRACE RAIL 2 3/8" O.D. LINE POST il 10' O.C. - — 10' POST HOLE CONCRETE: END POSTS LINE POSTS MINIMUM DEPTH =36" 30" MINIMUM 10" DIAMETER= 12 " +POSTO MIN. 3" BELOW POST MINIMUM 3" BELOW POST zo7 CHAIN -LINK FENCE C04 NOT TO SCALE TOP HINGE 180 D SWING 9 GAGE WIRE CLIPS, @ 24" BOTTOM HINGE 180° SWING 3" BELOW POST e" TIE ROD 9 GAGE WIRE CLIPS, @ 24" 1%" O.D. TOP AND BOTTOM RAIL 10' ROD MUST SIT 4"-6" IN CONCRETE r 9 GAGE FABRIC LINE POSTS 30" 10" MIN. 3" BELOW POST 9 GAGE FABRIC - 2 -7/8" O.D. END POST %" TIE ROD AT CORNERS AND PULL POSTS NOTE: ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED MIN. 3 MILS DFT. NOTE: ALL FENCE COMPONENTS SHALL BE BLACK VINYL COATED MIN. 3 MILS OFT. 206 CHAIN -LINK GATE IN PROPOSED FENCE C04 NOT TO SCALE WIDTH TO FIT, 8' -0" MAX. CEDAR FENCE TOPPER 3' L 12- FINISHED GRADE 4 "x4" PRESSURE TREATED FENCE POSTS, LENGTH FIT THE FENCE BOARDS 270 CEDAR FENCE C04 NOT TO SCALE 6'TALLTEMPORARY CHAIN -LINK FENCE PANEL, TYP. STABILIZER BRACKET, TYP. GROUND SURFACE m 209 TEMPORARY CHAIN -LINK FENCE C01 NOT TO SCALE 1 "x4" CEDAR CAP BOARD I'W" CEDAR FENCE BOARDS, HEIGHT TO MATCH EXISTING NOTE: CONTRACTOR SHALL SAVE AND REUSE EXISTING WOOD FENCE BOARDS. GALVANIZED CONNECTORS AND HARDWARE (TYPICAL) 2 "x4 "x8' -0" PRESSURE TREATED FENCE RAILS, TYP. OF 2 CONCRETE FENCE POST BLOCKS 5- 362709 RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS ' Al �RH2 INEERING INC. ATE -3 4z�' 0 g z 0 29 Z y e q W O W y u z zg y = W ^6m Z8 d� z8 m� N J Z N 0 Q J 0 D U� Q I\i W s e I ; 8 8 8m_ P m N �L 3 o N � J W m O N U Z F O z z � o W � o LL Z < < U z z W m z a a w � o o p €� g SCALE: SHOWN P 1NGN0.: C07 109 M7 NO,: I ; 8 8 8m_ P CONCRETE SPREAD FOOTING, eTYP BELOW WALLS 0 F r -0' A i L I r e40 SPLIT -FACE CMU WALL CONCRETE 0 ENTRANCE A, LANDING BROKEN FACE EXTERIOR CMU WALL, TYP 40 0 2' -0' 6' CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. TYP BELOW ALL SLABS AND FOOTINGS. ROOF OUTLINE D01 WIE➢ VW THRESHOLD 8 0 l ,a ANCHORS @ 32" O.C. FOR SILL PLATE ATTACHMENT CMU CORNER 40 RST,TYP SO —36 - - -- FLOOR PLAN k' = V -0" 4' -8" PRESSURE TREATED FRAMING ' BETWEEN CMU AND AIC UNIT, TYP LOUVER VENTILATOR #5 @ 12- O.C. EW, CENTEREDIN SLAB,TYP 6- / %" PJF, TYP !1= 11= 11 =11 =1I LI =11= 1I —II —I Lj —1 i PROOF ROLL NATIVE STRUCTURAL FILL COMPACTED MATERIAL PRIOR TO TO 95% MAX DRY DENSITY PER STRUCTURAL FILL MODIFIED PROCTOR. PLACEMENT, TYP SECTION $o, 115m 1' -0" 1'-4" V -0" A SOt TRUSS NOTES: PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH Al 1 -1995 FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS DEFLECTION OF 1 ". LOADING SHALL BE AS FOLLOWS: ROOF DEAD LOAD: TOTAL DEAD LOAD =12 PSF, INCLUDES: ROOFING: 1.5 PSF SHEATHING: 2.0 PSF TRUSSES: 2.0 PSF ASSUMED INSULATION: 0.5 PSF (1) LAYER OFY2INCH PLYWOOD: 3.0 PSF MISCELLANEOUS MECHANICAL: 3.0 PSF. SNOW LOADS = 25 PSF NOTE: 1) SEE ELECTRICAL PLANS FOR UNDERIIN SLAB CONDUIT. 2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED. SEE ELECTRICAL PLANS FOR LOCATIONS. 2" THICK EXTRUDED POLYSTRENE INSULATION. FULL PERIMETER. TOP SHALL BE AT 3" BELOW FINISH GRADE, TYP. SPREAD FOOTING 06 0 ALUMINUM GUTTER, TYP ALL AROUND FULL DEPTH VENTED EAVE BLOCKING, TYP MA 1 '%" THICK CDX OR BETTER APA RATED PLYWOOD WITH 8d NAILING @ 6' O.C. OVER WALLS AND AT PANEL EDGES, 12' O.C. FIELD 30 LB ROOFING FELT OVER PLYWOOD DECKING 501 So TRUSSES @ 2' -0" O.C. �— STEP TRUSSES AS NECESSARY RIDGE VENT AT PEAK AND HIPS TO PROVIDE MIN 10 SO. IN. OF NET FREE VENTILATED AREA PER LINEAR FT. o2 So 2x HIP RAFTER, TYP SIMPSON A34 @ 24" O.C. BLOCKING TO TOP PLATE, TYP. SIMPSON L50 @ 24" O.C. METAL ROOFING SYSTEM AND FLASHING TRUSS TO TOP PLATE, TYP EA END TRUSS. OVERHANG TYP 2x HIP JACK @ 24" O.C. ROUTE DOWNSPOUT BACK TO BUILDING INSIDE OF PROPOSED FENCED AREA. PROVIDE CONCRETE SPLASHBLOCK AT BASE, TYP SIMPSON H4 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. DOOR AND FRAME SCHEDULE Door Frame LL � No. Size Material Size Material Exit Device Required Width I Height Width Height D01 5' -0" T -2" HM 64" T4" HM YES N 3 o J W s m to � 0 a dI \ z Z 0 N z A�l U z O � 4V2H o z C � 4V 21 H / \ 4V:12 W I 4V:12H N (n z° z° \ -9 :Z z6 \ I O SIMPSON A34 @ 24" O.C. BLOCKING TO TOP PLATE, TYP. SIMPSON L50 @ 24" O.C. METAL ROOFING SYSTEM AND FLASHING TRUSS TO TOP PLATE, TYP EA END TRUSS. OVERHANG TYP 2x HIP JACK @ 24" O.C. ROUTE DOWNSPOUT BACK TO BUILDING INSIDE OF PROPOSED FENCED AREA. PROVIDE CONCRETE SPLASHBLOCK AT BASE, TYP SIMPSON H4 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. DOOR AND FRAME SCHEDULE Door Frame LL � No. Size Material Size Material Exit Device Required Width I Height Width Height D01 5' -0" T -2" HM 64" T4" HM YES N0. FLOW FLVENTILATOR SCHEDULEDEL ACCESSORIES El EXHAUST 410SCFM YES ACME ENGINEERING FQ098 BACK GUARD LOUVER AND DAMPER SCHEDULE NO. FLOW FLOW RATE (SCFM) MANUFACTURER DAMPER, LOUVER DIMENSIONS ACCESSORIES' NOTES LA -1 INTAKE 410 POTTORFF Cl EFD- 45 16"X 16" MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON El STARTUP I EXHAUST 410 POTTORFF CD42, EFD- 45 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX. 5- 362110 RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS /e i RH2 &SNEERING INC. DATE Z Z 0 °m h 0 y W^ Qy z 3 . za Wr wry N� qZ a Z CID �N a OW U VO w W W Ca O �Oo a H A m w LL � N 3 o J W s m to � 0 a dI U z Z 0 N z LU W U z O � o z � N H W W N (n z° z° -9 :Z z6 O r m e! SCALE: SHOWN P 1• _ 2 DROM IS ��� B�a, z DMG NO.: S,U<Erlp: S01 10 3�3b7 -'l lA c I a goo en o• m r F t °O a n I r z CMU ANCHORS SHALL BE HILTI HY -150 ADHESIVE ANCHORS FOR USE IN GROUTED CMU CELLS OR HILTI HIT-HY 20 HYBRID ADHESIVE ANCHORS FOR USE IN UNGROUTED CMU CELLS. WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS. WHERE SIZE IS NOT CALLED OUT, ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF THE MINIMUM EDGE DISTANCE ANDIOR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. HILT] HY -150 - 316 STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 318 112 5/8 MINIMUM EMBEDMENT DEPTH (INCHES) 3112 4114 5 MINIMUM CONCRETE THICKNESS (INCHES) 5114 63/8 7112 MINIMUM EDGE DISTANCE (INCHES) 51/4 6112 7112 MINIMUM ANCHOR SPACING (INCHES) 7 8112 10 ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 2,540 3,690 4,920 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 1,875 3,335 5,060 HILTI HY 20 - STAINLESS STEEL THREADED ROD DIAMETER OF ROD (INCHES) 114' 5116' 3/8° 112' MINIMUM EDGE DISTANCE (INCHES) 12' 12' 12° 12' MINIMUM ANCHOR SPACING (INCHES) (1) ANCHOR PER BLOCK CELL ALLOWABLE TENSION LOAD CAPACITY (POUNDS) 255 370 525 525 ALLOWABLE SHEAR LOAD CAPACITY (POUNDS) 340 505 790 1,230 FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (p /p ) +(V /V ) =1 WHERE: p = Applied Service Tension Load s t s t Pt = Allowable Service Tension Load ALLOWABLE LOADS FOR ANCHORS Vs = Applied Service Shear Load SUBJECTED TO COMBINED SHEAR AND V t = Allowable Service Shear Load TENSION CMU ANCHOR e S01 NOTE: SEE MECHANICAL DRAWINGS FOR EQUIPMENT LOCATION AND DIMENSIONS. CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR 3' MIN. BEYOND UNDER PAD PRIOR TO POURING PAD. PROVIDE EQUIPMENT BOLTS, TYP. 4x4 W1.4xW1.4 WWM AT TOP FACE WITH 12' #4 DOWELS, EACH CLEAR COVER CORNER AND 18' O.C., 3' EMBEDMENT INTO FLOOR 3a' CHAMFER, ALL OUTER EDGES AST-IN-PLACE CONCRETE.�:.r:�.�_ 4'UNLESS FLOOR, REINF. PER PLAN ` OTHERWISE NOTED EQUIPMENT PAD D CONT. CORNER BARS CMU DOWELS TO MATCH WALL VERTS. EXTEND 2' -0" INTO CMU WALL CMU WALL #5 @ 12" O.C., MIN. 2 /;2 " PJF, TYP. UNO FLOOR SLAB FOOTING INSULATION 6' t? _..— -- -- -5 #5 DOWELS @ 12-O.C., ALTERNATE HOOKS :, 24' (3) #5 ♦ 6 II 8„ •p TYPICAL BAR DETAILING TYPICAL FOOTING AT FOOTING CORNER SPREAD FOOTING 06 S01 DOOR PJF EXTEND CONCRETE FLOOR EXTERIOR SLAB ACROSS THRESHOLD HOLD FOOTING DOWN . r. ;:" : 2 LAYERS OF 30# BUILDING PAPER SPREAD FOOTING 1 =6" DOOR THRESHOLD tQ6 , 1"= P -0" #3 @ 12" O.C., EACH CAST -IN -PLACE CONCRETE WAY, CENTER OF SLAB. LANDING. SLOPE AWAY FROM DOOR AT 2% MIN. 3q PROPOSED "PJF 4° `GRADE 3-8ry. CONCRETE FLOOR NOTE: ENTRANCE LANDING, WIDTH EQUAL TO DOOR WIDTH PLUS 3" EACH SIDE, OR AS NOTED. TYPICAL ENTRANCE LANDING DETAIL NOT TO SCALE S01 (2) #5 MIN IN GROUTED CELLS, TYP. (1) #5 EACH SIDE OF OPENING, FULL HEIGHT, TYP. 1111111141 #5 @ 32" O.C, VERT. DOUBLE 2x8 PRESSURE TREATED HEADER, CONTINUOUS WITH s8 "0 J -BOLTS AT 32" O.C. IN GROUTED VERTICAL CELLS, BOLT LENGTH AS NECESSARY FOR 6" - EMBEDMENT. 10.OV BOND BEAM REINF. TOP OF WALL j� BOND BEAM, TOP COURSE 8 "xB'xl6" SPLIT -FACE CMU BLOCK, PROVIDE BOND BE WEATHERPROOF AND ANTI - GRAFFITI 54" COATING ON EXTERIOR. PROVIDE SMOOTH FACE BLOCKS WHERE LIGHTS AND #5 CORNER BARS AT ALL / EQUIPMENT ARE PROPOSED ON WALLS BOND BEAM LOCATIONS AT CMU WALL INSULATION. ALL WALL CORNERS WALL CMU BLOCK TO BE GROUTED SOLID AS SPECIFIED. INTERIOR FACE OF ALL CMU CMU WALL BLOCKS TO BE SMOOTH FACE BOND BEAM WITH 95 CONTINUOUS, B LAPJOINTS 2a'MINIMUM(TYPICAL) OND CMU WALL INTERSECTION / CORNER 4.00' BE AM .. , #5 VERTICAL RST @ 32' O.C. MAX. TIE RST TO DOWELS IN FLOOR, FILL ALL REINFORCED CELLS WITH GROUT. DO NOT GROUT UNREINFORCED CELLS. BOND BEAM BOND BEAM ". ° D° CONCRETE FLOOR ° FLASHING WITH DRIP EDGE #5 DOWELS AT 32" O.C., TYPICAL, TO MATCH LOCATIONS OF VERTICALLY REINFORCED CELLS OF CMU WALL ABOVE. CONCRETE STEM WALL CMU WALL o, NOT TO SCALE ROOFING PLYWOOD ROOF DECK ANCHOR TRUSS TO V AIR TOP PLATE PER PLAN GAP, MIN. FULL DEPTH VENTED EAVE BLOCKING �Y 12 VENTILATION BAFFLE, INSTALL TO KEEP INSULATION AWAY FROM EAVE VENTS -- - - — - 1 "x6' COMPOSITE FASCIA W/ ^� %/ / R-30 KRAFT PAPER FACED BATT - WOOD GRAIN PATTERN OVER IILI INSULATION ON ALL CEILING - - - NAILER EQUAL TO TREXTRIM I TRUSS , - SURFACES, INSTALL WITH KRAFT FACED SIDE OF INSULATION PRESSURE TREATED SOFFIT / FACING INTERIOR OF BUILDING. -_ -_. WITH VENT /- 2'x4' NAILER DOOR OPENING 1 'x4' CEDAR TRIM, FINISH CEILING WITH ONE LAYER 1'x2' COMPOSITE TRIM W/ OF V GYPSUM WALLBOARD, GREATER THAN CONTINUOUS, TYP. WOOD GRAIN PATTERN, FINISH SMOOTH AND PAINT WHITE. - - - - - 24" IN EITHER - CONTINUOUS, TYP. DIRECTION -- - ATTACH TRUSS TO SILL CONTINUOUS TRIM - - -__ - -- _- - PLATE WITH SIMPSON HOLD DOWN ANCHOR PER PLAN - - CMU WALL/TRUSS CONNECTIONS 5D, TYPICAL 401 CMU OPENING NOT TO SCALE � S01 5- 362111 RIDGE VENT, PROVIDE END CAPS PER MANUFACTURER'S SPECIFICATIONS METAL 3" MIN ROOFING F Z 0 U y Z 0 °w y ROOF TRUSS 2X FLAT j PLYWOOD BLOCKING, TYP DECKING RIDGE VENT DETAIL a2 NOT TO SCALE 501 RECORD DRAWING REVISED TO CONFORM TO CONST UCTION RECORDS pa-i. RH2 WGINEERING INC. A Z J Lu m UO W l�l W 0 IL �♦� O a � zm N � / Z g 'n w^ a� _ zg3E . Z w£ �N 40 S01 ROOF TRUSS 2X FLAT j PLYWOOD BLOCKING, TYP DECKING RIDGE VENT DETAIL a2 NOT TO SCALE 501 RECORD DRAWING REVISED TO CONFORM TO CONST UCTION RECORDS pa-i. RH2 WGINEERING INC. A Z J Lu m UO W l�l W 0 IL �♦� O a oaawwGISRHI SCALE MIEN Wiz oxcNO: s�TNO: S02 11 '` 21 S-3f.�.711 � m N � O J U W s m o $ Z U o O N 0 LL z U F o w o LL O c � y SCALE: SHOWN oaawwGISRHI SCALE MIEN Wiz oxcNO: s�TNO: S02 11 '` 21 S-3f.�.711 FORCEMAIN PIPE 4' -0' PRECAST CONCRETE MANHOLE FINISH GRADE TO MATCH EXISTING A S01 COAT EXTERIOR PER SPECIFICATIONS, TYP. PRECAST CONCRETE VALVE VAULT T -10" -I r 5" � V -6, VAULT ACCESS LADDER M02 1 \pA r MANHOLE COVER PER CITY OF RENTON STANDARD PLAN 48' SEWER MANHOLE PER CITY STANDARD 6' THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF VAULT OR MANHOLE. OVER - EXCAVATION FOR VALVE VAULT AND MANHOLE OF UNSUITABLE MATERIAL TO A DEPTH OF 3 TO 5 FEET BELOW THE STRUCTURE SUBGRADE MAY BE REQUIRED. BACKFILL WITH STRUCTURAL FILL. MAXIMUM 12' LIFTS, COMPACTED TO 95% MAXIMUM DRY DENSITY. CDF MAY BE USED IN PLACE OF GRANULAR FILL. TYPICAL FOR VALVE VAULT AND MANHOLE. T -5, _- DBI SALA DAVIT SLEEVE EMBEDDED INTO TOP OF WETWELL, SEE DAVIT 6• SLEEVE NOTES. COAT WETWELL INTERIOR PER SPECIFICATIONS DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF VALVE VAULT, SEE DAVIT SLEEVE NOTES. LIFT STATION STRUCTURAL PLAN Y' = 1' -0" ACCESS HATCH 8' -0" x 8' -0" x 8' -0" (INTERIOR DIMENSIONS) PRECAST CONCRETE VAULT, EQUAL TO GRANITE PRECAST 8x8 METER VAULT OR APPROVED EQUAL. SLOPE VAULT FLOOR AT 2% CONCRETE TOWARDSUMP VAULT BASE SEE ENGINEERING GEOLOGY REPORT IN APPENDIX FOR SOIL AND GROUND WATER LEVEL INFORMATION RIM 26.424 12" DEEP CONCRETE SUMP BASE FRP ACCESS LADDER WI SAF -T -CLIMB E M02 6' -0' INTERNAL DIAMETER PRECAST CONCRETE WET WELL 1 9' -0' OUTSIDE DIAMETER PRECAST L CONCRETE WET WELL TOP (NOT SHOWN FOR CLARITY) T -0" 0 WETWELL BASE PIPE PENETRATION TYP. B M02 IE SERE DWG NO. CO3 6' -0" INTERIOR DIAMETER PRECAST WET WELL V -0" 0 x V -0" H WET WELL BASE 5y 50 LIFT STATION STRUCTURAL ELEVATION A IE SEE DWG NO. CO3 ACCESS HATCH W1 i RIM INFLUENT PIPE A S01 9Yil;nl9.U%IMMi4u1 11 6' OF CRUSHED SURFACING / TOP COURSE ACCESS HATCH SCHEDULE NO. CLEAR OPENING NO. LEAVES RATING MOUNTING* SAFETY CHAIN ** GASKET Wi 48 "02" 2 H -20 BOLTS YES ODOR TIGHT O 48"x60" 2 H -20 ANCHOR YES STANDARD i.. COAT WETWELL INTERIOR PER SPECIFICATIONS DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF VALVE VAULT, SEE DAVIT SLEEVE NOTES. LIFT STATION STRUCTURAL PLAN Y' = 1' -0" ACCESS HATCH 8' -0" x 8' -0" x 8' -0" (INTERIOR DIMENSIONS) PRECAST CONCRETE VAULT, EQUAL TO GRANITE PRECAST 8x8 METER VAULT OR APPROVED EQUAL. SLOPE VAULT FLOOR AT 2% CONCRETE TOWARDSUMP VAULT BASE SEE ENGINEERING GEOLOGY REPORT IN APPENDIX FOR SOIL AND GROUND WATER LEVEL INFORMATION RIM 26.424 12" DEEP CONCRETE SUMP BASE FRP ACCESS LADDER WI SAF -T -CLIMB E M02 6' -0' INTERNAL DIAMETER PRECAST CONCRETE WET WELL 1 9' -0' OUTSIDE DIAMETER PRECAST L CONCRETE WET WELL TOP (NOT SHOWN FOR CLARITY) T -0" 0 WETWELL BASE PIPE PENETRATION TYP. B M02 IE SERE DWG NO. CO3 6' -0" INTERIOR DIAMETER PRECAST WET WELL V -0" 0 x V -0" H WET WELL BASE 5y 50 LIFT STATION STRUCTURAL ELEVATION A IE SEE DWG NO. CO3 ACCESS HATCH W1 i RIM INFLUENT PIPE A S01 9Yil;nl9.U%IMMi4u1 11 6' OF CRUSHED SURFACING / TOP COURSE ACCESS HATCH SCHEDULE NO. CLEAR OPENING NO. LEAVES RATING MOUNTING* SAFETY CHAIN ** GASKET Wi 48 "02" 2 H -20 BOLTS YES ODOR TIGHT O 48"x60" 2 H -20 ANCHOR YES STANDARD ACCESS HATCH NOTES: ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD FRAME ANCHORS THAT COME WITH THE HATCH. SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES AS SHOWN IN DETAIL M02 DAVIT SLEEVE NOTES: 1. PROVIDE CAP FOR EACH DAVIT SLEEVE. 2. CONFIRM FINAL LOCATION OF ALL DAVIT SLEEVES WITH CITY BEFORE INSTALLING. STRUCTURAL BACKFILL,12" MAX LIFTS, COMPACTED TO 90% MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557), TYP. CONTROLLED DENSITY FILL (CDF) MAY BY USED IN PLACE OF GRANULAR FILL. COAT WETWELL INTERIOR AND ALL STRUCTURE EXTERIORS PER SPECIFICATIONS STRUCTURAL BACKFILL,12' MAX LIFTS, COMPACTED TO 95% MAXIMUM DRY DENSITY WITHIN 2' VERTICALLY AND HORIZONTALLY OF FOUNDATION ELEMENTS, CDF MAY BE USED IN PLACE OF GRANULAR FILL. 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF WETWELL. 5- 362112 RECORD DRAWING REVISED TO CONFORM TO CONSTRUCAON RECORDS • yi RI-12 E J NEERING INC. _ ATE Z 0 W ti n 0 y wr wsr NE F� Z o� O [�1 L Q �� Na 1044 J ui OW J� IS N V � a� a Ut- z g Ah i wr wsr NE F� Z o� O [�1 L Q �� Na 1044 J ui OW J� IS N V � a� a m a S03 12 '' 21 =�z M N. Nz z I I � 8 0 �aN i4z z N� z 5 K o m r � z � m rz a n 3 z 8 'F zg €aN n m Q g 3 � � U J m Z 0 a tlJ U Z o W o � i < < U R R W > > m a a LL i � SCALE: SHOWN I MWVMa ISfULLSCNERHEN SMz L9FW: &l —EETNO m a S03 12 '' 21 =�z M N. Nz z I I � 8 0 �aN i4z z N� z 5 K o m r � z � m rz a n 3 z 8 'F zg €aN n m Q 4' DI ECCENTRIC PLUG VALVE (MJxMJ) WITH VALVE BOX (PER CITY G STANDARD) M02 4' DI ECCENTRIC PLUG VALVE (FLxFL), W/Y TURN OPERATION NUT TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE 4' DI TEE (FLxFLxFL) 4' DI SPOOL APPROX. 3' -2" LENGTH 4' Di COUPLING (RJxRJ) TYP. OF 3 4' DI SPOOL APPROX. 11"LENGTH. 4' DI FLOW METER (FLxFL) 4' DI PIPE APPROX. 5'1 (FLxPE) A MO1 ECCENTRIC PLUG VALVE PROPOSED FORCE MAIN SHALL BE CONTINUOUSLY RISING, SEE FORCE MAIN PLAN FOR DETAILS 4' DI SPOOL APPROX. 2'-6' LENGTH / 4' DI PIPE (FLxFL) APPROX. VI LENGTH J/ 4' DI 45' BEND (FLxFL) J 4' DI SPOOL (FLxFL) APPROX. VI LENGTH, TYP. OF 2 4" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 4" DI SPOOL (FLxPE) APPROX. III LENGTH, TYP. OF 2 PRESSURE GAUGE, TYP. OF4 M02 d / n C SHACKLE RODS, TYP. OF 3 LOCATIONS J M02 1, 9„ T -7" I 4" DI SPOOL (FLxPE) L APPROX. 2' -11" LENGTH, TYP. OF 2 12" DEEP SUMP AND SUMP PUMP FLOW METER FICA r ePIPE SUPPORT, Moe TYP. OF 8 PUMP RAIL. SEE DETAIL THIS SHEET SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP ECCENTRIC PLUG VALVE CHECK TEE � m VALVE 1" PVC DRAIN PIPE Q MECHANICAL NOTES: 1. ALL CHECK VALVES, PLUG VALVES, AND GATE VALVES SHALL BE FUSION - BONDED EPDXY COATED INSIDE AND OUT. SEE SPECIFICATIONS. 2. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE SHALL BE PAINTED PER SPECIFICATIONS. SUMP AND SUMPPUMP 4" DI SPOOL (PExPE) APPROX. T-O' LENGTH, TYP. OF 2 ACCESS HATCH OPENING, TYP. 4" DI 90" (VICxVIC), TYP. OF 2 SUBMERSIBLE PUMP, TYP. 3' PVC WET WELL PASSIVE VENT. SEE DWG. C04 FOR CONTINUATION. 204 C06 GRAVITY INFLUENT PIPE, TYP. OF 2. SEE PLAN FOR DETAILS A M01 13.50' A2 APPROX.O 12.05' d. INFLUENT PIPE, TYP. OF 2, SEE 4" DI SPOOL (FLxPE) DWG NO. CO3 APPROX. 2111 TYP. OF 2 FOR DETAILS MECHANICAL ELEVATION I AAjj�00 a ^' 5� e a WET WELL PASSIVE VENT SUBMERSIBLE PUMP 27'1 FRP ACCESS LADDER E W/ SAF- T- CLIMB, M02 MECHANICAL OBLIQUE NOT TO SCALE WET WELL LID ACCESS e l HATCH PASSIVE VENT WET WELL ACCESS LADDER IIERSIBLE PUMP 0 w h q 0 h io z Kg t W' <y - ? 3m os wr wry NE� Z Li � J Q Q W 2 V W a + -i'n'n a �LII _ �.1[Ell TF 1�co LL K V -1„ 4" DI FICA, TYP. OF 3 - - - - RY- C SHACKLE RODS, TYP. OF 3 LOCATIONS J M02 1, 9„ T -7" I 4" DI SPOOL (FLxPE) L APPROX. 2' -11" LENGTH, TYP. OF 2 12" DEEP SUMP AND SUMP PUMP FLOW METER FICA r ePIPE SUPPORT, Moe TYP. OF 8 PUMP RAIL. SEE DETAIL THIS SHEET SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP ECCENTRIC PLUG VALVE CHECK TEE � m VALVE 1" PVC DRAIN PIPE Q MECHANICAL NOTES: 1. ALL CHECK VALVES, PLUG VALVES, AND GATE VALVES SHALL BE FUSION - BONDED EPDXY COATED INSIDE AND OUT. SEE SPECIFICATIONS. 2. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE SHALL BE PAINTED PER SPECIFICATIONS. SUMP AND SUMPPUMP 4" DI SPOOL (PExPE) APPROX. T-O' LENGTH, TYP. OF 2 ACCESS HATCH OPENING, TYP. 4" DI 90" (VICxVIC), TYP. OF 2 SUBMERSIBLE PUMP, TYP. 3' PVC WET WELL PASSIVE VENT. SEE DWG. C04 FOR CONTINUATION. 204 C06 GRAVITY INFLUENT PIPE, TYP. OF 2. SEE PLAN FOR DETAILS A M01 13.50' A2 APPROX.O 12.05' d. INFLUENT PIPE, TYP. OF 2, SEE 4" DI SPOOL (FLxPE) DWG NO. CO3 APPROX. 2111 TYP. OF 2 FOR DETAILS MECHANICAL ELEVATION I AAjj�00 a ^' 5� e a WET WELL PASSIVE VENT SUBMERSIBLE PUMP 27'1 FRP ACCESS LADDER E W/ SAF- T- CLIMB, M02 MECHANICAL OBLIQUE NOT TO SCALE WET WELL LID ACCESS e l HATCH PASSIVE VENT WET WELL ACCESS LADDER IIERSIBLE PUMP 0 w h q 0 h io z Kg t W' <y - ? 3m os wr wry NE� Z Li � J Q Q W 2 V W a + -i'n'n a 34" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL WALL r o W 6 "x6 ")Oz' SST PLATE, TYP. OF 2 Yz" ANGLE, YP. OF 2 SECTION PLAN S 3627 8 "x6 "x%" SS PLATE a GROUT FILL, SLOPE AT 1H:1V, TYP. SLOPING BOTTOM SHALL MATCH TOPS" BASIN PER PUMP MANUFACTURER. ALL HARDWARE AND COMPONENTS I 3 SHALL BE STAINLESS STEEL PUMP RAIL CONNECTION DETAIL RECORD DRAWING REVISED TO CONFORM TO CONSTR C N RECORDS RH2 E INEERING INC. A SCALE: SHOWN o, '. DRAWMISRUSCIlLEMN MAEASM M01 13 ` 0 a Q 0 LL K O Its U 4CCESS HATCH m 0 PUMP RAIL CONNECTION a N BRACKET 6 p y m Y4' BOLT AND NUT, TYP. OF 4 o i w Ix IS PUMP RAIL z 34" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL WALL r o W 6 "x6 ")Oz' SST PLATE, TYP. OF 2 Yz" ANGLE, YP. OF 2 SECTION PLAN S 3627 8 "x6 "x%" SS PLATE a GROUT FILL, SLOPE AT 1H:1V, TYP. SLOPING BOTTOM SHALL MATCH TOPS" BASIN PER PUMP MANUFACTURER. ALL HARDWARE AND COMPONENTS I 3 SHALL BE STAINLESS STEEL PUMP RAIL CONNECTION DETAIL RECORD DRAWING REVISED TO CONFORM TO CONSTR C N RECORDS RH2 E INEERING INC. A SCALE: SHOWN o, '. DRAWMISRUSCIlLEMN MAEASM M01 13 ` 0 a Q 0 Y2" STAINLESS STEEL NIPPL AS REQUIRED, TYP. OF Yz' STAINLESS STEEL TEE Yz' STAINLESS STEEL BAL VALVE, TYP. OF PROPOSED FORCE MAIN PIPE PRESSURE GAUGE, SEE IFICATIONS Yz" STAINLESS STEEL DIAPHRAGM SEAL Yz" STAINLESS STEEL 45" BEND. ORIENT SUCH THAT GAUGE FACE IS VISIBLE FROM ACCESS HATCH ABOVE. Y' STAINLESS STEEL THREADED TAP PRESSURE GAUGE o, NOT TO SCALE NOTE: *PIPE AND CONDUIT PENETRATIONS LESS THAN 4' SHALL BE GROUTED WATERTIGHT AT BOTH SIDES. *ALL PROPOSED CAST IN PLACE PENETRATIONS SHALL BE SEALED USING THE OMNI SLEEVE SIGMA FLANGE WITH THRUST RESTRAINT. ' PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER THE DETAILS BELOW. 'GRAVITY SEWER CONNECTIONS SHALL USE KOR -NSEAL BOOTS. HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED4 "AND LARGER PIPE 1n , CLEVIS H 2)/2" 0 SLEEV Y8' ALUMINUM SLEEVE, 6 'LEN WITH END CAP, WELDE[ HATCH STIFFENER,' p - a PROVIDE NPC WATERSTOP GROUTING RING OR I; p APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH a SIDE WITH WATERTIGHT GROUT OR EQUIVALENT PIPE PENETRATION rB SHACKLE ROD FITI SCHEDULE SHACKLE ROD FITTING NUMBER SIZE 4" 2 314" 6" 2 3/4' 8" 2 314" NUTAS: TI_ TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS SHACKLE ROD NOT TO SCALE M01 2" 0 ALUMINUM PIP TY 1Y NOTE: 1. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 2. SAFETY CHAIN SHALL COVER 2 SIDES OF HATCH OPENINGS. ACCESS HATCH FALL PROTECTION S03 NOT TO SCALE NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT AND MANHOLE. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 12" BAR 3 ", 2Y2nxyn BRACKETS T&B, F O.C. MAX. VERTICAL SPACING SST LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB 2Y "X2" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL/RISER LJ TYP 3116' ACCESS HATCH LIMITS 18" 7" MIN. T_— 12" 2" r Typ._ V DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. PLAN VAULT ACCESS LADDER e NOT TO SCALE S03 i PROFILE HATCH CURB OPENING PROVIDE ADDITIONAL DIAGONAL/BRACKETS AT TOP CONNECTION "CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH %" CONCRETE ANCHORS AS REQUIRED 2 2"0 GALVANIZED STEEL PIPE (2) 5/8 "0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM STANDON ADJUSTABLE PIPE SUPPORT VERTICAL PIPE SUPPORT E NOT TO SCALE M01 2" SQUARE ENTIRE LENGTH J 4.25" DIA 1/8" MIN. THICKNESS 1" DIA SOLID METAL STOCK, LENGTH AS 1 /8'MIN.THICKNESS REQUIRED 3/8"SET 2.25" INSIDE MEASUREMENT 2.25' DEPTH OPERATING NUT EXTENSION Moe NOT TO SCALE OPERATION NUT EXTENSION PER DETAIL THIS SHI M02 VALVE BOX, PER CITY OF RENTON STANDARD DETAIL INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. ECCENTRIC PLUG VALVE (FLxFL), FOR GEAR ACTUATORS, CONTRACTOR SHALL ORIENT PLUG VALVE SO SEAT IS TOP OF VALVE AND PLUG ROTATES UP 90" TO OPEN, AND WHEN CLOSED FLOW IS AGAINST FACE OF PLUG FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. :KFILL AROUND VALVE WITH APACTED CRUSHED ROCK FLOW PROVIDE 4' THICK CONCRETE SUPPORT BLOCK UNDER VALVE, TYP. ISOLATION VALVE Goo o, NOT TO SCALE 5- 362114 RECORD DRAWING REVISED TO CONFORM TO C0NSTR]UCpqN RECORDS - �w RH2 EN PEERING EERING INC. YATE s, w 0 Pi k m 0 °w U y _ zo ¢g y W ¢h J Z ;o z -_ z N�Fry rc m� 0 �~ NJ o W °z L`I Z W ♦ c >�O G s e $ 3 C LL_ � ! 0 N mT K ! £_ 3 F mn " m I'z o 2 m m U Z C n 12 m I z °_ co O m � m n A 0 z � U � m z o a n C 3 a (A U z 0 Z O o: a 0 � W ¢ � o Z e < U N N 2 _ o w O z z s 12 °x LL O SCALE: SHOWN DRAWMISRJUSr4LEWHM fl11i AIFiLSUNES2 M02 4 21 I g 3 C 8 ! O mT K ! £_ 3 F mn m I'z o 2 m m U Z C I g 3 C 8 ! O mT K ! D F mn cy. o 2 m ! Z C n 12 m I z °_ m m >r m n A 0 t; 3 C ! ` mT K ! o ! m ! °_ - >r A 0 z � n � a n C 3 z t; 8 C ` mT A- 19 -V -36 7IS I �$$ g8 FA m n 0 m r m > 0 a m r m z e� m ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES /DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND' %, ~� n CIRCUIT BREAKER SERVICE ENTRANCE, SPOT - SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY INDICATOR LIGHT XXXIYY - CB SIZE & NO. OF POLES ET - ELECTRONIC TRIP SWITCHGEAR, MOTOR CONTROL O FLUORESCENT FIXTURE SPST - SINGLE POLE, SINGLE THROW DPS- RELAY A -BLUER G -GREEN xvz TR - Timed relay TM- THERMAL MAGNETIC BREAKER CENTER, OR PANELBOARD WEATHER-PROOF WP - WEATHER -PROOF B -BLUE R -RED CR - Control relay ay MCP -MOTOR CIRCUIT PROTECTOR SE- SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD WALUCEILING MOUNTED FIXTURE GFI - GROUND FAULT INTERRUPT P -POWER C - CLEAR W - WHITE FLOAT SWITCH o a �� Gfl- GROUND FAULT INTERRUPTER C- CONTROL LIMIT SWITCH u FUSE FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF J - INSTRUMENTATION PC - POWER & CONTROLS O� O v LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH, NORMALLY OPEN e c FUSED DISCONNECT SWITCH PANELBOARD ® CONTAINED BATTERY CJ - CONTROL & INSTRUMENTATION —�� PLUG -IN CONNECTION CKT. - CIRCUIT LIMIT SWITCH FLOAT SWITCH IRTM RUN TIME METER �XX FIELD CONTROL STATION WITH NEMA SURFACE OR PENDANT MOUNTED O FIXTURE C.O. - CONDUIT ONLY N.L. NIGHT LIGHT �O LIMIT SWITCH, NORMALLY CLOSED p FLOAT SWITCH, JV NORMALLY CLOSED • REQUIREMENTS. - ® MOTOR OPERATION COUNTER N1 - NEMA 1 O RECESSED FIXTURE AL. - ALUMINUM SSRVS SSRVS - SOLID STATE N3R -NEMA 3R N4 - NEMA 4 N4SS- NEMA 4 STAINLESS STEEL MOTION DETECTOR CU.- COPPER HOA HAND -OFF -AUTO SWITCH ETM RUN TIME METER TIME DELAY CONTACT J \ PUSHBUTTON TIME DELAY CONTACT, NORMALLY PUSHBUTTON, OPEN, TIME TO CLOSE NORMALLY CLOSED KE upf g w m o REDUCED VOLTAGE N4F - NEMA 4 FIBERGLASS PC PHOTO CONTROL CELL OC OPERATION COUNTER ^7 Z <y 30 STARTER N6 -NEMA6 N12 -NEMA 12 GASKETED MRIL MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY PUSHBUTTON, NORMALLY OPEN , V' E _ Z a w r z d 9, VARIABLE FREQUENCY DRIVE � EQUIPMENT MOUNTING STAND SWITCH OUTLETS SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT CLOSED, TIME TO OPEN O O N e 8 M S ® STANDARD SWITCH, 20 AMP MOTOR STARTER $ ® 3-WAY SWITCH,120VAC, 20 AMP 3 3WAY MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT O�\ THERMOSTAT THERMOSTAT SWITCH, TIME DELAY CONTACT, NORMALLY O NORMALLY OPEN OPEN, TIME TO OPEN y INDICATE HEATER, WATTAGE NOTED TYPE BY INSTRUMENT METER A B CD MOTOR STARTER WI OPERATOR 3- POSITION SWITCH,120VAC, 20 HOA ®HOA LETTER 0 DEVICES A- HAND-OFF -AUTO ® EQUIPMENT CONNECTION AMP, LABEL SWITCH POSITION HAND-OFF-MOTION OR PHOTO A- AMMETER VAR - VARMETER AH - AMPERE -HOUR R METER TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, �I B- OPERATIONAL COUNTER C -RUN TIME METER S SINGLE -POLE S PILOT- LIGHTED W- WATTMETER PF -POWER FACTOR W- WATTMETER CLOSED, TIME TO CLOSE NORMALLY CLOSED C D - RUN LIGHT M SINGLE PHASE MOTOR. DEE P S AM V- VOLTMETER WH- WATTHOURMETER RELAY CONTACT, NC l� Q HORSEPOWER AS NOTED S DOUBLE -POLE 2 KEY-OPERATED K VA- VOLTAMMETER FLOWSWITCH RELAY CONTACT, INSTANTANEOUS O Z RACEWAY LEGEND E - FAIL LIGHT F- EMERGENCY STOP 100 THREE PHASE S THREE WAY S LOW VOLTAGE RELAY CONTACT, NO CHANGE O FLOWSWITCH, NORMALLY OPEN C W 51(t PLANL=6PND K O KIRK KEY INTERLOCK HORSEPOWER ASTOR. 4 FOUR WAY SAV MASTER ' PROPOSED POWER JI IL V 0 w POWER TRANSFORMER Hp NOTED SINGLE PHASE MOTOR. S DIMMER D PUSHBUTTON TEL PROPOSED TELEPHONE PRESSURE SWITCH O FLOWSWITCH FLOWSWITCH ~ �1 J ^^ CONTROL POWER TRANSFORMER HORSEPOWER AS NOTED FIRE SYSTEM SYMBOLS �+ , PRESSURE SWITCH, NORMALLY OPEN �� NORMALLY CLOSED CTS J ELECTRICAL PLUG < HEAT DETECTOR PROPOSED INSTRUMENTATION TRANSFORMER OS SMOKE DETECTOR FO PROPOSED FIBER OPTICS DUILDIN6 0R FAGILITI PLAN LP6�ND PRESSURE SWITCH CURRENT TRANSFORMER Eh DISCONNECT SWITCH ❑FIRE ALARM DISPATCH STROBE ALARM EXPOSED RACEWAY PRESSURE SWITCH, 2 POLE SWITCH NORMALLY CLOSED ~ V FUSED DISCONNECT SWITCH ❑A FIRE ALARM AUDIBLEIVISUAL ALARM _ _ _ _ _ CONCEALED, UNDERGROUND, EMBEDDED, C W VOLTAGE TRANSFORMER OR CONCRETE ENCASED RACEWAY w J -4-- COMBINATION MOTOR ❑ FIRE ALARM MANUAL PULL STATION _` HOME RUN TO PANELBOARD OR AS / n _, I� W ADDITIONAL SYMBOLS CONTACTOR STARTER AND DISCONNECT INDICATED CAPACITOR SWITCH OS SOUND SYSTEM SPEAKER CONDUIT RUN, BROKEN AND CONTINUED 0 n 3 POLE SWITCH SAME SHEET OR AS NOTED SOUND SYSTEM VOLUME CONTROL H ENGINE GENERATOR FLEXIBLE CONDUIT � GENERATOR CONNECTION 8 DOORBELL I i CONDUIT RUN. HATCH MARKS INDICATE 0 l0 � SL RECEPTACLE NUMBER OF CONDUCTORS VALVE SYMBOLS PILOT VALVE SOLENOID SOLID NEUTRAL CALLOUT INDICATING CONDUIT SIZE, RECEPTACLES AND JUNCTION BOX SYMBOLS Q CEILING JUNCTION BOX N )¢' GRC, 2 -#12 NUMBER AND SIZE OF WIRE. ® TERMINAL BLOCK WALL JUNCTION BOX \T/� CALLOUT INDICATING CONDUIT PER $ LL m I �/� VALVE I xxx SCHEDULE GENERAL NOTES � SURGE PROTECTION DEVICE � FLOOR JUNCTION BOX CONDUIT BENT UP OR TOWARD 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE g WILL APPEAR IN THIS SET OF PLANS. SPD SURGE PROTECTION DEVICE DUPLEX WALL RECEPTACLE, 120V N I CHECK VALVE > CONDUIT BENT DOWN OR AWAY o o o (ALTERNATIVE) WP = WEATHERPROOF 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL $ G = GROUNDED 7 CAPPED CONDUIT EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE y IG = ISOLATED GROUND CONTROL VALVE 011 INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE < o GROUNDING SYSTEM SYMBOLS GF = GROUND FAULT INTERRUPTER SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST w N Z ELECTRICAL &SIGNAL PLAN DEVICES 1_ GROUND EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT o O N - DOUBLE DUPLEX ELECTRICAL SITE PLAN SYMBOLS S Sv SOLENOID VALVE COIL ZS INTRUSION SWITCH s THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. z 6 N z METAL PIPE GROUND ¢ UTILITY POLE AND GUY WIRE ° SINGLE RECEPTACLE, 120V MV MOTORIZED VALVE COIL MU MOTION DETECTOR 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE R W ~ CONNECTION POINT, EXOTHERMIC SINGLE RECEPTACLE, 208V HH MANHOLE OR HANDHOLE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES ° M WELD. CADWELD OR APPROVED O MOTOR LT LEVEL TRANSDUCER WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. a a ° EQUAL. ® DUPLEX FLOOR RECEPTACLE, 120V © BURIED POWER VAULT OR MANHOLE O GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD rVp SPECIAL PURPOSE WALL T TELEPHONE VAULT OR PEDESTAL D FS FLOOD SWITCH HE HEATING ELEMENT w z CONNECTION AT THE GROUND ROD. O KD RECEPTACLE, RATING AS NOTED CLOCK 0 FIBER OPTICS VAULT OR PEDESTAL LS LIMIT SWITCH PS PRESSURE SWITCH S-362715 g m a PIGTAIL, BARE COPPER, LENGTH AS o- LUMINAIRE PB PANIC BUTTON PE PRESSURE ELEMENT REQUIRED, 8' MINIMUM. [TV TELEVISION w o s CONNECTION POINT, MECHANICAL, ff IF PAD-MOUNT TRANSFORMER T THERMOSTAT SWITCH FE FLOW ELEMENT s N g _�— , TELEPHONE COMPRESSION TYPE. ROAD y ZS INTRUSION SWITCH - KEY O ANALYSIS ELEMENT RECORD DRAWING REVISED TO CONFORM SCALE: SHOWN TELEPHONEIDATA WITH CABLE TO CONS CT N RECORDS �/- �/ / 17 P P awmxcawusovFwHw 2 RH2 E INEERING INC. DATE WMFASUMS2 DMGNO.: SH&7N0.: E01 15 21 A- 19 -V -36 7IS I �$$ g8 FA m n 0 m r m > 0 a m r m z POLE -MOUNT TRANSFORMER BY UTILITY. POLE SHALL LOCATED AS SHOWN ON DWG NO. E03 UTILITY POWER ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. O SERVICE ENTRANCE DISCONNECT SWITCH - NEMA 4, HEAVY QTY.CATALOG NO. HDL 26100C WITH FLUORESCENT, LIGHT FIXTURE, 120 VAC, 4' -2' LONG, HIGH - IMPACT ACRYLIC LENS, DUTY SERVICE RATED, 100% RATED CIRCUIT BREAKER, SQUARED ENCLOSURE OR EQUAL 84WTB 100 -AMP, 600VOLT,18,000 AMP INTERRUPTING RATING. MOLDED FIBERGLASS REINFORCED POLYESTER HOUSING, (2}32W LAMPS, ENERGY LITHONIA BO NOT USED THIS PLAN 32 WATT P4 © GENERATOR RECEPTACLE -100A, 480 VOLT, 4 -POLE, 3 -WIRE, APpLETON (3) - #3, (1) - #3 N, (1) - #8 GRD P5 THREADED CAP, WEATHER PROOF. FLUORESCENT OUTDOOR AREA LIGHT - (2)42W FLUORESCENT LAMPS, 120 VAC MODEL ANGEL (3)- #3,(1)- #3N,(1) -#8 GRD P6 42 TRT ADAPTER OR EQUAL pQ MANUAL TRANSFER SWITCH - NEMA 1, DOUBLE THROW, TWR12/42TRT MVOLT PE LPI MODEL DTU363 OR 42 WATT NON -FUSED SAFETY SWITCH, 600V,100 AMP. SQUARED EQUAL 0 FLOAT SWITCH - SEE DETAIL ON DWG N0. E07 SEE SPECIFICATIONS SEE SPECIFICATIONS 0 LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS © CHECK VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT SQUARED HEAVY DUTY TYPE C, TFL 100S RA2120 SCWA FSPB ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING 011 LASS 9007 OR EQUAL DEDICATED SUMP PUMP RECEPTACLE CONFIGURATION. SEE DETAIL ON DWG NO. E07. LPI P12 NO TRANSIENT VOLTAGE SURGE SUPPRESSOR,'SPD' SEE SPECIFICATIONS SEE SPECIFICATIONS K VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LV OR (2)- #10,(1) - #10 GRD VA. SEE DWG NO. E07 FOR DETAIL. LIGHTING PANE L,'L' AL L EQQ UAL 0 COOLING THERMOSTAT - SPOT, 5 "F DIFFERENTIAL. RANGE P15 T631CI103 OR COOLING THERMOSTAT -30 °400 "F, SET AT 75 "F. MOUNT 4' -W ABOVE FINISHED FLOOR HONEYWELL EQUAL O INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT 2" HEAVY DUTY TYPE C, C2 ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D CLASS 9007 OR NYLON PULL CORD CONFIGURATION. WIRE SWITCHES IN SERIES. VALVE VAULT FLOOD SWITCH EQUAL 0 ELECTRICAL SPACE HEATER - 240 VAC, 10, 3KW, WITH 24 C4 MUH03 -21 OR TELEMETRY PANEL,'RTU- VOLT CONTROL TRANSFORMER. MOUNT BOTTOM OF QMARK EQUAL BUILDING INTRUSION ALARM SWITCH HEATER 6'- 6' ABOVE FINISHED FLOOR. 3/4" (2) - #14, (1) - #14 GRD © HEATING THERMOSTAT- DPST, 3 "F DIFFERENTIAL. RANGE TELEMETRY PANEL, 'RTU' T498BI512 OR (8)- #14,(1) - #14 GRD 40 " -80 'F, SET AT 60 "F. MOUNT 4' -0' ABOVE FINISHED FLOOR HONEYWELL EQUAL O KEYSWITCH- WEATHERPROOF ENCLOSURE, MOUNT4'ABOVE C8 1W7 -B2 -626 TELEMETRY PANEL, 'RTU' FINISHED GRADE. CONTRACTOR SHALL COORDINATE WITH BEST NO SUBSTITUTE VALVE VAULT INTRUSION SWITCH BEST ACCESS COMPANY (KENT, WA) TO PROVIDE CORE TO 3/4" (2) - #14, (1) - #14 GRD Jt MEET CITY OF RENTON STANDARDS. FLOW METER 11/2" OT FLOWMETER -WITH REMOTE TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS LIGHTING FIXTURE SCHEDULE 480/277 - VOLT. 30 OVERHEAD PRIMARY / SERVICE PER SERVING UTILITY REQUIREMENTS. GROUNDING PER DETAIL THIS OVERHEAD SHEET. CONDUCTORS BY PSE CONDUIT AND CONDUCTOR SCHEDULE ARCUII SOURCE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY.CATALOG NO. Al FLUORESCENT, LIGHT FIXTURE, 120 VAC, 4' -2' LONG, HIGH - IMPACT ACRYLIC LENS, P2 MAIN DISCONNECT UTILITY METER 84WTB (3)- #3,(1)- #3N,(1) -#8 GRD MOLDED FIBERGLASS REINFORCED POLYESTER HOUSING, (2}32W LAMPS, ENERGY LITHONIA DM 2 32 ARDP 120 2 32 WATT P4 SAVING BALLAST, MOUNT TO CEILING U.L. LISTED FOR DAMP LOCATIONS MANUAL TRANSFER SWITCH, "MTS' 11/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P5 A2 FLUORESCENT OUTDOOR AREA LIGHT - (2)42W FLUORESCENT LAMPS, 120 VAC 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD P6 42 TRT MOTOR SPLICE HANDHOLE BALLAST, 9'H, 13'W, 7 3I8'D, DIE -CAST ALUMINUM HOUSING, MOUNT TOP OF FIXTURE 9' LITHONIA TWR12/42TRT MVOLT PE LPI 2 42 WATT 1" ABOVE FINISHED GRADE, PHOTOCELL INCLUDED, U.L. LISTED FOR WET LOCATIONS. PS MOTOR SPLICE HANDHOLE PUMP NO. 1, P -1 2" A3 HIGH PRESSURE SODIUM OUTDOOR AREA LIGHT, 120 VAC, (1) -10OW HPS LAMP, SEE MOTOR SPLICE HANDHOLE PUMP NO. 2, P -2 2" HPS P10 MOUNTING DETAILS ON DWG NO. E07. U.L. LISTED FOR WET LOCATIONS. LITHONIA TFL 100S RA2120 SCWA FSPB 1 011 LIGHTING PANEL, -L' DEDICATED SUMP PUMP RECEPTACLE 3/4" LPI P12 100 WATT CONDUIT AND CONDUCTOR SCHEDULE ARCUII SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS P7 UTILITY TRANSFORMER SERVICE ENTRANCE DISCONNECT 11/2" (3)- #3,(1) -#3N P2 MAIN DISCONNECT UTILITY METER 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD P3 UTILITY METER MANUAL TRANSFER SWITCH,'MTS' 11/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P4 GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS' 11/2" (3) - #3, (1) - #3 N, (1) - #8 GRD P5 MANUAL TRANSFER SWITCH, 'NITS' MOTOR CONTROL CENTER, 'MCC' 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD P6 MOTOR CONTROL CENTER, 'MCC' MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE P7 MOTOR CONTROL CENTER, 'MCC' MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE PS MOTOR SPLICE HANDHOLE PUMP NO. 1, P -1 2" PUMP MOTOR CABLES P9 MOTOR SPLICE HANDHOLE PUMP NO. 2, P -2 2" PUMP MOTOR CABLES P10 TELEMETRY PANEL, 'RTU" LIGHTING PANEL, 'L' 3/4" (2)- #12,(1) - #12 GRD 011 LIGHTING PANEL, -L' DEDICATED SUMP PUMP RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD P12 LIGHTING PANEL, 'L' OUTDOOR RECEPTACLE 3/4" (2)- #12,(1) - #12 GRD P13 LIGHTING PANEL. 'L' SITE LIGHT 3/4" (2)- #10,(1) - #10 GRD P14 LIGHTING PANE L,'L' BUILDING HEATER 3/4" (2)- #10,(1) - #10 GRD P15 MOTOR CONTROL CENTER, 'MCC' COOLING THERMOSTAT 3/4" (2)- #12,(1) - #12 GRD C1 WETWELL FLOATS FLOATILEVEL TRANSMITTER SPLICE HANDHOLE 2" MANUFACTURER FLOAT CABLES C2 VALVE VAULT TELEMETRY PANEL,'RTU" 1" NYLON PULL CORD C3 VALVE VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL,'RTU- 1" (6) - #14, (1) - #14 GRD C5 BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL,'RTU' 3/4" (2) - #14, (1) - #14 GRD C6 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, 'RTU' 3/4" (8)- #14,(1) - #14 GRD C7 TELEMETRY PANEL, 'RTU' MOTOR CONTROL CENTER, 'MCC' 1114" (30)- #14,(1) - #14 GRD C8 INTRUSION DISABLE SWITCH TELEMETRY PANEL, 'RTU' 3/4" (2)- #14,(1) - #14 GRD C9 VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD Jt TELEMETRY PANEL,'RTU' FLOW METER 11/2" MANUFACTURER'S CABLES J2 TELEMETRY PANEL,'RTU' ANTENNA 2" ANTENNA CABLE J3 WETWELL LEVEL TRANSMITTER FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE J4 FLOATILEVELTRANSMITTERSPLICE HANDHOLE TELEMETRY PANEL,'RTU' 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE OUTSIDEI \ 10013 I I c N TM I 100% I O I I I CONDUIT AND WEATHERHEAD FITTING INSTALLED PER PSE STANDARD REQUIRMENTS I I L 0 r ❑ I I MOTOR CONTROL CENTER, 48OV, 30,4W, 600A BUS, 42 KAIC WITHSTAND. I I 12512 TM J480V 10KVA, '10,3W 240/120V 15012 TM 240%120V 130/3 NEUTRAL TM I I GND BUS – – — — — — — — -- I © I 100A,480V,30,3W PORTABLE GENERATOR RECEPTACLE I INSIDE ELECTRICAL NOTES 1. MAIN REVENUE METERING. METER BASE AND PANEL SCHEDULE L ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 2� 2. SERVICE ENTRANCE DISCONNECT SWITCH. 3� 3. SEE DWG NO. E04 FOR CONTROL LOGIC DIAGRAMS. 2 4 6 8 10 12 14 16 18 4. (2) - 518' X 8' COPPER GROUND RODS SPACED APART AS SHOWN ON DWG NO. E03. CIRCUIT DESCRIPTION 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 AMP (TYPICAL). ONE -LINE DIAGRAM SERVICE ENTRANCE DISCONNECT SWITCH #6 MIN. S/N GND BUS POWER MONITORII PMR PHASE MONITOR RELAY - #6 BOND TO PIPE IN VALVE VAULT GROUNDING NO SCALE 0 a0 cD o z� �= z J H WET WELL CONCRETE REBAR MAT UFER CONNECTION 1MCP MOTOR STARTER I I iMCP !pfd PUMP 1 PUMP 2 P -1 P -2 WCTWal-VAULFGLA551 DNl5/0N I AREA MOTOR STARTER I I 0 °w y 0 °w v y PANEL SCHEDULE L NO. L LOCATION: MCC SERVING: PUMP STATION 1 3 5 7 9 11 13 15 17 2 4 6 8 10 12 14 16 18 240/120 VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 20 20 0.28 SITE LIGHT VALVE VAULT SUMP PUMP RECEPTACLE 1.20 20 20 0.28 EXTERIOR BUILDING LIGHTING INDOOR BUILDING LIGHTING 0.08 20 20 0.50 HVAC CONTROL PANEL TELEMETRY PANEL 0.50 20 20 0.54 INTERIOR RECEPTACLE BUILDING HEATER 3.75 30 20 - SPARE 2P 30 20 - SPARE SPARE - 20 20 - SPARE SPARE - 20 J SPACE SPACE - - SPACE o CONNECTION LOAD: 7.67 KVA 31.96 AMPS DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 6.59 KVA 27.46 AMPS 0 a0 cD o z� �= z J H WET WELL CONCRETE REBAR MAT UFER CONNECTION 1MCP MOTOR STARTER I I iMCP !pfd PUMP 1 PUMP 2 P -1 P -2 WCTWal-VAULFGLA551 DNl5/0N I AREA MOTOR STARTER I I 0 °w y 0 °w v y HANDHOLE 06 SEAL -OFF, TYPICAL r� _J PROVIDE PLASTIC BUSHING AT END OF CONDUIT, `� TYPICAL. C' ^I UO 1 5- 362116 RECORD DRAWING REVISED TOO CONFORM TO CONSTRUCTION RECORDS RH2 E NEERING661N'CC.. A LL z m K g r'n 3 W' 0 zE 3 0 J 2 8 W S HANDHOLE 06 SEAL -OFF, TYPICAL r� _J PROVIDE PLASTIC BUSHING AT END OF CONDUIT, `� TYPICAL. C' ^I UO 1 5- 362116 RECORD DRAWING REVISED TOO CONFORM TO CONSTRUCTION RECORDS RH2 E NEERING661N'CC.. A LL 3 0 0 J � � U a� N 0 N J J w Z 0 o U) v z L o Lu z 0 a a U N N F - o W z z aj � 3 3 a 6 N a 0 o f � s ryf ¢ m� a V 0 Lu Z J W Q W J W m O a SCALE: SHOWN z r z DMWM1SnA rALEWHfN /°x'13' S- 'ale »110 E02 1 16 V21 FLOW METER C A MOTOR AND FLOAT /LEVEL TRANSMITTER 6 06 os TRANSMITTER SPLICE HANDHOLE ELECTRICAL WSDOT TYPE 1 HANDHOLE BUILDING (TYP) ROOF LINE p TELEMETRY 07 ANTENNA ELECTRICAL BUILDING I I INTAKE LOUVER P10 C7 VENT PIPE P13 L P15 I HH uC "RTU" a c 07 A2 CB LIGHT POLE e 07 — — — SITE LIGHT K E 07 \ A3 / INTRUSI6 DISABLE 07 KEY SWITCH QS p17 \ °Hp Oyp� Oyp 'RZ� UTILITY METER p1 CB IN SERVICE DISCONNECT SWITCH VIU O T II Gl 55l I DN15/0N I 0 ACCESS HATCH OPENING 0 WET WELL I NOTE: HANG CABLES ON OPPOSITE SIDE OF PUMP RAILS 0 ?m K � I i z m ¢8 y M w^ w S Z$3A I i uC "RTU" a c 07 A2 CB LIGHT POLE e 07 — — — SITE LIGHT K E 07 \ A3 / INTRUSI6 DISABLE 07 KEY SWITCH QS p17 \ °Hp Oyp� Oyp 'RZ� UTILITY METER p1 CB IN SERVICE DISCONNECT SWITCH VIU O T II Gl 55l I DN15/0N I 0 ACCESS HATCH OPENING 0 WET WELL I NOTE: HANG CABLES ON OPPOSITE SIDE OF PUMP RAILS 0 ?m K � I i z m ¢8 y I w^ w S Z$3A I i y I o 0 SUMP PUMP RECEPTACLE SUMP PUMP RELOCATED POWER BY OTHERS 0 0 VALVE VAULT. \ °Hp C9 INTERIOR OF VAULT IS loHp I UNCLASSIFIED \ OHp I °Ha i ACCESS HATCH I OPENING 7 I a 0 ACCESS HAT( I OPENING FLOWMETER TRANSMITTER � J T FLOWMETER VAULT. dt INTERIOR OF VAULT IS UNCLASSIFIED FORCEMAIN o ABANDONED POWER CONDUIT d_ POWER DISTRIBUTION AND SIGNAL PLAN o 1 is = r_n" OVERHEAD POWER PROVIDED BY PSE EXISTING POWER. TO BE RELOCATED DURING CONSTRUCTION ELECTRICAL NOTES Oq 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. XXX 2_ SEE DWG NO. E02 FOR CONDUITICONDUCTOR SCHEDULES. 3� 3. MOTOR CONTROL CENTER,'MCC'. SEE DWG NO. E04 FOR DETAILS. 4. MANUAL TRANSFER SWITCH,'MTS'. 5. TELEMETRY PANEL,'RTU'. PROVIDED BY CITY OF RENTON. CONTRACTOR SHALL INSTALL THE'RTU' AND CONNECT ALL FIELD DEVICES. SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS. 6. UTILITY POLE AND POLE- MOUNTED TRANSFORMERS PROVIDED BY PSE AT THIS LOCATION. 7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 8. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL. 9. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. Al 10. SEE DWG NO. E02 FOR LIGHTING FIXTURE SCHEDULE. 11. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 2� 12. MOUNT SWITCH ON PRIMARY LEAF OF ACCESS HATCH (TYPICAL). 13. LIGHT SWITCH FOR SITE LIGHTING NOT SHOWN. PROVIDE LIGHT SWITCH IN BUILDING NEAR SHOWN LIGHT SWITCHES FOR MANUAL OPERATION. 14 —�, 14. EQUIPMENT PAD. SEE DWG NO. S02 FOR DETAILS. 5- 362711 RECORD DRAWING REVISED TO CONFORM TO CONST U ION RECORDS RH2 MINEERING INC. DATE tea. 5 _ q 0 °w x h Z r 0 °w y 0 �I a O� Lu ~ Q I`�,' U '1 �44 U W U� W LLI ca 0 O (L a MIEI N ?m K � m z m ¢8 y w^ w Z$3A NE try .ti o y 0 �I a O� Lu ~ Q I`�,' U '1 �44 U W U� W LLI ca 0 O (L a MIEI N U U K � m o y 0 o W U) � U z O N z W W V O cr �3 o < < U rc U N N 0 0 $O z z > it "y6 z 3 3 N W � O O � 2 SCALE: SHOWN r r 2 o:,v.p tl "11,4941EXT14 : ftl E03 17 i-7 i I � 0 i m i 9 j � I f j 3 Zi Q i z m D n 3 m z II 8 ��N �m 48OV,3 PHASE — — — —MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS — — — — — CB I I I I I I PUMPS PUMP PUMP RUN FAIL OVERTEMP — — — — DIAGRAM 1: PUMP P -1, P -2 NO SCALE RTU I -1Itrul'1Ki 41Afja MOTOR CONTROL CENTER LAYOUT FAIL" ,GENCY NAMEPLATE I I SEAL AND MAL FAIL f MOTOR 3ENCY STOP ' OVERTEMP" 'SEAL FAIL' I RUN -TIME METER / DISCONNECT SWITCH AMMETER DISPLAY RESETTABLE OPERATION COUNTER AMMETER SELECTION o SWITCH PUMP SEAL AND THERMAL FAIL RESET PUSHBUTTON PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT ® EMERGENCY STOP PUMP RUN LIGHT PUSHBUTTON PUMP FAIL LIGHT ® ® PUMP READY LIGHT EMERGENCY STOP LIGHT TYPICAL STARTER PANEL DETAIL MCC CONTROL DEVICES 1 2 3 NAMEPLATE SCHEDULE 1A POWER MONITOR 1E PHASE FAIL RELAY -A 0 o a 2A O 2F LIGHTING PANELBOARD "L" -B LIGHTING TRANSFORMER 3A 1F ® -Ic IF POWER ART PUMP FAIL o —D PUMP SEAL FAIL EMERGENCYSTOP � ® -E -F o o I ELAPSED TIME (HOURS) -G AMMETER SELECTOR SWITCH 3G 90, o PUMP RUN o MAX PUMP SEAL FAIL EMERGENCYSTOP —H CALL I EMERGENCYSTOP ® -1 ELAPSED TIME (HOURS) O 3 0 0 0 RUN I ® -K TS .ED ffi HOURS I RUN PROPOSED CONCRETE PAD '" PER STRUCTURAL DETAILS. READY LIGHT 7 U I FAIL I MOTOR CONTROL CENTER LAYOUT FAIL" ,GENCY NAMEPLATE I I SEAL AND MAL FAIL f MOTOR 3ENCY STOP ' OVERTEMP" 'SEAL FAIL' I RUN -TIME METER / DISCONNECT SWITCH AMMETER DISPLAY RESETTABLE OPERATION COUNTER AMMETER SELECTION o SWITCH PUMP SEAL AND THERMAL FAIL RESET PUSHBUTTON PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT ® EMERGENCY STOP PUMP RUN LIGHT PUSHBUTTON PUMP FAIL LIGHT ® ® PUMP READY LIGHT EMERGENCY STOP LIGHT TYPICAL STARTER PANEL DETAIL MCC CONTROL DEVICES MCC zm SECTION NAMEPLATE SCHEDULE 1A POWER MONITOR 1E PHASE FAIL RELAY 1G SPD 11 MCC MAIN LUGS 2A HVAC CONTROL PANEL 2F LIGHTING PANELBOARD "L" 2J LIGHTING TRANSFORMER 3A PUMP NO. 1, P -1 •' PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCYSTOP AMMETER EMERGENCYSTOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS AMMETER SELECTOR SWITCH 3G PUMP NO. 2, P -2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCYSTOP � AMMETER EMERGENCYSTOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS 3 0 AMMETER SELECTOR SWITCH 0 ti q 0 °w U m i zm - z m ¢8 y •' ^¢y W Oa �I Q tw� _J Ewm 0 `I Z �W 0 U �8 0 O CL 0 S=362718 0 E o g RECORD DRAWING REVISED TO CONFORM TO CONSTRUCT40N RECORDS SCALE: SHOWN P 1' 2 MAKING ISHttL SME KM BAR MEASURES? On NO.: SWST NO.: E04 18 V21. i'cY�; S- 36Z�lP LL_ � 3 0 0 ffi 7 U � a $ o w Z F ° �s O N z o � W it � 0 z < U F O S=362718 0 E o g RECORD DRAWING REVISED TO CONFORM TO CONSTRUCT40N RECORDS SCALE: SHOWN P 1' 2 MAKING ISHttL SME KM BAR MEASURES? On NO.: SWST NO.: E04 18 V21. i'cY�; S- 36Z�lP 120 VAC VALVE VAULT FLOOD SWITCH WET WELL LEVEL (FLOAT) SWITCHES WET WELL LEVEL LT QF TRANSMITTER INTRUSION DISABLE O KEYSWITCH CONTRACTOR TO INSTALL OWNER PROVIDED RTU PANEL. CONTRACTOR SHALL TERMINATE INSTRUMENTATION AND CONTROL SIGNALS AT I/O LOCATIONS SHOWN ON RTU AS -BUILT DRAWINGS PROVIDED WITH RTU (TYPICAL). PUMP 1 RUN COMMAND PUMP 1 RUNNING PUMP 2 RUN COMMAND PUMP 2 RUNNING HIGH LEVEL ALARM o PUMP 1 HIGH TEMP p O RTU PANEL o 0 0 HIGH LEVEL PUMP PUMP 1 SEAL FAIL o START FLOAT n M ou n PUMP 2 HIGH TEMP p LOW LEVEL PUMP STOP FLOAT PUMP 2 SEAL FAIL O IOUTAIA11.114 O U PUMP 2 FAIL — — PHASE FAIL — — LEVEL (420 mA) — — FLOW RATE (4-20 mA) q TRANSMITTER FLOW METER 0 FLOW TOTAL VALVE VAULT INTRUSION SWITCH ELECTRICAL BUILDING QM (TYPICAL) QM INTRUSION SWITCH TO TELEMETRY ANTENNA RTU PANEL 1/0 CONNECTIONS ELECTRICAL NOTES ® 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 2� 2. ALL INTRUSION SWITCHES SHALL BE WIRED IN SERIES. L L 120V ON NUMBER OF FIXTURES L VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. AUTO PHOTOCELL] PROVIDE ON /OFF /AUTO TOGGLE SWITCH. PHOTOCELL J SHALL CONTROL LIGHTS IN AUTO POSITION. DIAGRAM 2: BUILDING EXTERIOR LIGHTING CIRCUIT 20A L - - - -- N--- - - - - -- NO SCALE HVAC CONTROL PANEL, "HP" LOCATED IN MCC i 1 M J EXHAUST FAN, EF -1 i i EXHAUST MOTORIZED i i DAMPER i -- M INTAKE MOTORIZED 1 i DAMPER i i 66/20110 'EF -1 RUN" DIAGRAM 3: HVAC CONTROL PANEL (LOCATED IN MCC BUCKET) NO SCALE q n W 0 °w v y a °w y U_ z 3g N 4 NE �N Z can M V Q N � J 0 Om W W I� 1� J h a Z Z U S= 362719 w RECORD DRAWING REVISED TO CONFORM TO CONSTRIUCTIPY RECOF RH2 ENUI7 RING INC. o M S LL A SCALE: SHOWN 2 a r 2 DMWM aFULL SCALE WHEN 8W AIEASUREST MNO.: SNEFTNO.: O p F K J Q � U N C O 6 Z O N O O z U < < � OF J h a Z Z U S= 362719 w RECORD DRAWING REVISED TO CONFORM TO CONSTRIUCTIPY RECOF RH2 ENUI7 RING INC. E05 19 21 S• 3o »iq o M S SCALE: SHOWN a r 2 DMWM aFULL SCALE WHEN 8W AIEASUREST MNO.: SNEFTNO.: E05 19 21 S• 3o »iq EXPLOSION PROOF JUNCTION BOX (TYPICAL). TO MOTOR CONTROL CENTER /RTU VAULT LID MARKED "CONTROL' WITH WELD BEAD. TO WETWELL CADWELD TYPE TA. CADWELD CABLE T^ ISLE TEE CONNECT SPLICE HANDHOLE ELEVATION o6 NOT TO SCALE #6 COPPER CONDUCTOR GROUND TEE DETAIL NOT TO SCALE CADWELD TYPE COPPER CONDUCTOR CADWELD CABLE TO GROUND ROD CONNECTION. 518"X 8' COPPER GROUND ROD. GROUND TEE DETAIL NOT TO SCALE CADWELD TYPE RR. CADWELD END CABLE TO UPPER REBAR CONNECTION. REBAR 0 0 1 - -- - - -- 1 0 0 1 I 1 GRS CONDUIT (TYPICAL). n n 1 I - SIZED PER PLAN. I I 0 0 1 12" MAX, TYP. 1 w5i I I DNI5I0N I o o I o 0 0 I I A PEA I I I 0 0 I I I � QQQQ I 0 0 1 I 1 °.. CONDUTTOPUMP — SEAL(TYPICAL) ' ° I I 0 0 I STARTER a -- - - - - -- — - - - -I <. 0 0 a. SEAL( TYPICAL). CONDUIT(IYPICAL). ° j'j PUMP MOTOR CABLE, FLOAT CONTRACTOR SHALL GROUT "" CABLE, OR LEVEL TRANSMITTER FILL AROUND CONDUIT WITH ° e aa. CABLE (TYPICAL) IN-SHRINK GROUT FOR WATER TIGHTNESS. e'e ;a.: d 2' UNISTRUT (TYPICAL). B a. CONDUT TO PUMP STARTER SET CABLE SLEEVE AT 114'x4'x4' STEEL PLATE. WELD BOTTOM OF VAULT AND IISTRUT TO PLATE AND MOUNT TO :` SLOPE TOWARDS WET IALLS OF HANDHOLE USING 4 O 318' ° °:. WELL. EXPLOSION PROOF JUNCTION STAINLESS STEEL CONCRETE a BOX WITH COVER. 0- Z/GEDNEY ANCHORS. °: ' ° GUJC -100 BOX OR EQUAL .... (TYPICAL). SECURE JUNCTION BOX TO UNISTRUT USING 114" STAINLESS STEEL BOLTS. CADWELD TYPE TA. CADWELD CABLE T^ ISLE TEE CONNECT SPLICE HANDHOLE ELEVATION o6 NOT TO SCALE #6 COPPER CONDUCTOR GROUND TEE DETAIL NOT TO SCALE CADWELD TYPE COPPER CONDUCTOR CADWELD CABLE TO GROUND ROD CONNECTION. 518"X 8' COPPER GROUND ROD. GROUND TEE DETAIL NOT TO SCALE CADWELD TYPE RR. CADWELD END CABLE TO UPPER REBAR CONNECTION. REBAR 0 0 1 - -- - - -- 1 0 0 1 I 1 I 1 0 0 I n n 1 I - I QQQQQ 1 I 1 I I 0 0 1 I GLA55I 1 1 w5i I I DNI5I0N I o o I o 0 0 I I A PEA I I I 0 0 I I I � QQQQ I 0 0 1 I 1 I I I I I 0 0 I I 0 0 -- - - - - -- — - - - - -I -- - - - - -- — - - - -I 0 0 2' UNISTRUT. SECURE - UNISTRUT TO HANDHOLE WALLS. FLEXIBLE CORD CONNECTOR (TYPICAL) 2' PVC CABLE SLEEVE I(TYPICAL) TO WETWELL. (TYPICAL) WIRE NUT ENDS TOGETHER AND SEAL WATER TIGHT FOR TERMINATING CABLE TO FIELD WIRE (TYPICAL). BELL END OF CONDUIT (TYPICAL) COIL MINIMUM OF 5 FEET OF EXCESS CORD. PLACE SMALL BAG OF DESICCANT (TYP) ELECTRICAL HANDHOLE, UTILITY VAULT MODEL 233-LA OR EQUAL MOTOR SPLICE HANDHOLE PLAN DETAIL o3 NOT TO SCALE #6 COPPER CONDUCTOR GROUND REBAR DETAIL NOT TO SCALE CADWELD TYPE XA. '-"'ELD CABLE TO CABLE i CONNECTION. #6 COPPER CONDUCTOR (TYPICAL) GROUND CROSS DETAIL GROUNDING CONNECTION DETAILS NOT TO SCALE NOT TO SCALE 0 NOTE: MOTOR CONDUCTORS AND FLOWILEVEL TRANSMITTER CABLES SHARE SAME HANDHOLE DUE TO SPACE CONSTRAINTS. 8' -0" GRADE CONCRETE COVER. CONCRETE GROUND ROD PROTECTOR 13" DEPTH X 12" HEIGHT WITH COVER. PIPE INC. #12R -12A 812R -12T, OR EQUAL. 5/8 "x8' LONG COPPER GROUND ROD. GROUND ROD DETAIL NOT TO SCALE PLASTIC TUBE COUPLING. SIZE AS NECESSARY. BUBBLER TUBE FOR BELLOWS — SEAL (TYPICAL) GRS CONDUIT (TYPICAL). SIZE PER PLAN. CONDUT TO CONTROL PANEL EXPLOSION PROOF JUNCTION BOX WITH COVER (TYPICAL). SECURE TO UNISTRUT USING 1/4' STAINLESS STEEL BOLTS. O- ZIGEDNEY GUJC -100 BOX OR EQUAL FOR LEVEL TRANSDUCER. CONDUT TO CONTROL PANEL O- Z/GEDNEY GUJX -100 BOX OR EQUAL FOR FLOATS. HUB FOR ADDITIONAL FLOATS. FLOATS NOT SHOWN FOR CLARITY. JACKETED CABLE FOR LEVEL TRANSDUCER 0 0 I 1 I 0 0 1 0 0 I 1 - I QQQQQ I I I 1 1 I 1 0 0 W 1 w5i I o 0 0 I I 0 0 1 I 1 I I I I I I 1 0 0 1 I I 0 0 -- - - - - -- — - - - -I 0 0 FLEXIBLE CORD CONNECTOR (TYPICAL) 2" PVC CABLE SLEEVE (TYPICAL) TO WETWELL FOR LEN TRANSDUCER B os PLACE SMALL BAG OF DESICCANT (TYP) BELL END OF CONDUIT (TYPICAL) _ TO WETWELL FOR FLOATS COIL MINIMUM OF 5 FEET OF EXCESS CORD. WIRE NUT ENDS TOGETHER AND SEAL WATERTIGHT FOR TERMINATING CABLE TO FIELD WIRE (TYPICAL). ELECTRICAL HANDHOLE, UTILITY SECURE 2" UNISTRUT TO HANDHOLE WALLS. VAULT MODEL 233 -LA OR EQUAL FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE PLAN QQ o3 NOT TO SCALE Q NOTE: MOTOR CONDUCTORS AND FLOW/LEVEL TRANSMITTER CABLES SHARE SAME HANDHOLE DUE TO SPACE CONSTRAINTS. q n O\i O W U y h n A 0 w° x y O r� �1 C) CU O i co J a uj Q _V V J W LL m NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS o (TYP) m 00 w a z LL 0 x F 9" �5 o Z V Z O o z <o COVER OVER 6" 3• a U W HIGHEST CONDUIT IN / R cc o TRENCH SAND BEDDING MATERIAL PER o WSDOT SPECIFICATION 9 -03.13 s o Z 3" N N O O MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND R BOTTOM OF DEEPEST CONDUIT SIZE VARY AS PER SITE PLAN. MAINTAIN z z E INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY H CONDUITS AND OTHER CONDUITS. 6 0 TYPICAL ELECTRICAL TRENCH DETAIL S-362720 o NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL W R BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. RECORD DRAWING SCALE: SHOWN REVISED TO CONFORM TO CONSTRJI CT" RECORDS 1101- r z u RH2 E NEERING IN DATE E06 20 —3 -7 �z a :N INz I� o� as 3€ a m �m Rgz ��R m I "�Z z o. � r M a O � � a I I � a m Z I I � 8 I D ggo SH x en• Zm Z8 - w ^6y W O r� �1 C) CU O i co J a uj Q _V V J W LL m NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS o (TYP) m 00 w a z LL 0 x F 9" �5 o Z V Z O o z <o COVER OVER 6" 3• a U W HIGHEST CONDUIT IN / R cc o TRENCH SAND BEDDING MATERIAL PER o WSDOT SPECIFICATION 9 -03.13 s o Z 3" N N O O MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND R BOTTOM OF DEEPEST CONDUIT SIZE VARY AS PER SITE PLAN. MAINTAIN z z E INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY H CONDUITS AND OTHER CONDUITS. 6 0 TYPICAL ELECTRICAL TRENCH DETAIL S-362720 o NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL W R BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. RECORD DRAWING SCALE: SHOWN REVISED TO CONFORM TO CONSTRJI CT" RECORDS 1101- r z u RH2 E NEERING IN DATE E06 20 —3 -7 �z a :N INz I� o� as 3€ a m �m Rgz ��R m I "�Z z o. � r M a O � � a I I � a m Z I I � 8 I D ggo SH x en• t�►3 S- 3 :1 -7 a i ANTENNA FEED LINE Z TELEMETRY ANTENNA, r LB CONDUIT BODY v B o \ )OSITIONED 20' ABOVE J L WITH CORD GRIP ;BADE. CONTRACTOR BUSHING SHALL COORDINATE 1% GALVANIZED RIGID y WITH OWNER ON STEEL x 12' LONG NOTE: CONTRACTOR SHALL DISABLE KEY SWITCH SHALL BE DIRECTION TO POINT MALLEABLE IRON OR STEEL COORDINATE WITH BEST BEST MODEL NO. WITH INTRUSION SWITCH. MOUNT PER ANTENNA. REDUCER ACCESS COMPANY (KENT, WA) CONSTRUCTION CORE. NO SURFACE MOUNTED MANUFACTURER'S FLASHING FOR DETAILS ON PROVIDING A SUBSTITUTION. SECURE SWITCH J -BOX. RECOMMENDATIONS. CORE SYSTEM THAT MEETS TO HOFFMAN ENCLOSURE WITH A MINIMUM OF (1) NO. SHEET SO CORD CONNECTOR (TYPICAL). o + RENTON STANDARDS. � METAL SCREW EACH CORNER. SELECTED CORE SHALL ALLOW aP s 2' RIGID FOR KEY TO BE REMOVED IN GALVANIZED THE OPEN OR CLOSED POSITION. SO TYPE CORD. STEEL p, d GRS CONDUIT STRAPPED TO UZ R9 r ° 2' GRS TO TO 'U' CLAMP O WALL WITH MINIMUM OF (2) Z g ti 'RTU' CONDUIT T FITTING STAINLESS STEEL PIPE z a CLAMPS SPACED EQUALLY EXTERIOR CMU WALL APART. REFER TO ® { w q w 'U' LIQUID LEVEL SWITCH. SET D DWG NO. E02 I m CLAMP; FASTEN TO CMU WALL AND PROVIDE BLOCKING TO SWITCH WITH 112" OF K FOR AS REQUIRED WATER ON FLOOR. EQUIPMENT #6 BARE COPPER GROUND TO INTRUSION DISABLE SWITCH e 03 SCHEDULE GROUNDING SYSTEM. p O p ~) BLOCKING F BUILDING INTRUSION SWITCH DETAIL o3 ANTENNA INSTALLATION DETAIL D VAULT FLOOD SWITCH NOT TO SCALE DETAIL 03 NOT TO SCALE �, N 03 O NOT TO SCALE" FIXTURE AIMED TOWARD VAULT I,*4 Q WELD BRACKET TO STAINLESS STEEL ANGLE /% % HATCHES. SEE DWG. NO E02 FOR LIGHT FIXTURE SCHEDULE O W J (TYPICAL) /,i'; �' SPACE FOR �1 CUSTOM UPPER GUIDE RA FUTURE FLOAT ACCESS HATCH �I (TYPIC LID V / 4" X 114" STAINLESS STEEL V WET WELL HATCH OPEN I x PLATE. SECURE TO WET A3 ui WELL PLATFORM HAND RAILING WITH STAINLESS STRAIGHT STEEL OUTDOOR rr�w kft" W STEEL HARDWARE. i LIGHTING POLE. INSTALL PLUMB. \ w p OUTDOOR LIGHTING POLE SHALL BE D p 19-0" HUBBELL MODEL NO. SSS- 20- 50- 7- TA OR EQUAL. -BZ, 2 "SCH 80 PVC WYE FITTING 0 ? z PUMP GUIDE RAIL ANCHOR BOLTS. INSTALL 11 4 l0 + ¢ PER POLE MANUFACTURER'S INSTRUCTIONS WET WELL ROOF PROVIDE A HOOK AT EACH HANDHOLE FLOAT CONNECTION TO LIGHT POLE BASE PLATE. LL rc m MOUNTING BRACKET FOR GROUT BASE PLATE WITH ADJUSTING FLOAT HEIGHT NON - SHRINK GROUT AND 'x2' SILICONE CAULK AT EDGE. 4 PIPE CLAMP (TYPICAL). DIAMETER CONCRETE 1 " m IMUM OF 2 PROVIDE MIC FINISHED GRADE CYLINDER FOR ANCHORING g PIPE CLAMPS SPACED 1 FORCE MAIN, TYP. STEEL POLE. 45 °CHAMFER a EQUALLY ALONG THE LENGTH ( 2 "x114" STAINLESS STEEL AROUND EDGE. w to OF 2' PIPE FOR SUPPORT. SUPPORT d Z 0 112'0 STAINLESS STEEL 24" MIN a y > i ° BOLT AND NUT (TYPICAL). 3-6. CONDUITAS �� �� W HIGH LEVEL PUMP START FLOAT, 4' -3' SHOWN ON SITE R g --' ABOVE WET WELL FLOOR PLAN 0 O \ NOTE: (6) 94 VERT o z g z FLOAT ELEVATIONS FIELD EVENLY SPACED i 2 "x2" PIPE CLAMP (TYPICAL) ADJUSTED PER ENGINEER #4 HOOPS @ e 0 6 j 2" SCH 80 PVC PIPE. PIPE SHALL LOW LEVEL PUMP STOP FLOAT, AT STARTUP 12" 0 C EXTEND FROM 4" FROM BASE OF 1'-6' ABOVE WET WELL FLOOR OUTDOOR SITE LIGHT FOOTING AND INTERIOR WET WELL TO MOUNTING ' M o POINT CPSTOPFLOAT,1' -3 ABOVE WET WELL FLOOR MOUNTING DETAIL IDES. FLOAT MOUNTING DETAIL NOT TO SCALE RECORD DRAWING SCALE: SHOWN LEVEL TRANSMITTER SLEEVE DETAIL H NOT TO SCALE o3 a REVISED TO CONFORM TO CONSTRUC N RECORDS v r z 03 e WhVG IS RILL SCALE MR NOT TO SCALE S=362721 . �� a4RU asu 2' owcNO.: E07 : [ SHNi4xO� 21 RH2 INEERING INC. ATE 21 t�►3 S- 3 :1 -7 a i