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HomeMy WebLinkAboutS-3939 ABccIrT�Y O rr R?E��fflT�O �I 0 I�ALC�O�� R�Ir�G�E� LIrF� � SM,..r.,-1ATr-110N PROJECT LOCATION MAP SITE ADDRESS: 2471 SE 8TH PL, RENTON, WA 98055 PROJECT VICINITY MAP r' CEDAR CO co / IVER PARK 900 900 169 CEDAR RIVER NATURALZONE PROJECT LOCATION Renton KING `Foq ��1 b, 515 F O� �O ASHINGTON S PUGET DR SE PROJECT NO. WWP-27-03939 SUMMER 2018 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 PERSONNEL CONTACT COMPANY PHONE DAVE CHRISTENSEN CITY OF RENTON (425) 430-7212 MICHAEL BENOIT CITY OF RENTON (425) 430-7206 SHANE COUTY CITY OF RENTON (425) 766-6185 EDWIN HALIM RH2 ENGINEERING (425) 951-5332 ALEX FUSSELL RH2 ENGINEERING (425) 951-5348 ISAAC OQUIST RH2 ENGINEERING (425) 951-5354 JAMES TUNGSVIK FALCON RIDGE PROPERTY MANAGER (253) 854-0248 DRAWING INDEX SHEET NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL INFORMATION EXISTING SITE PLAN PROPOSED OVERALL SITE PLAN C CL Cot S01 S02 SO4 S03 Mot M02 M03 C07 C08 M04 3 4 5 `ROPOSED SITE PLAN 6 DETAILS I 7 CIVIL TAILS II 8 ELECTRi, 9UILDING 9 STRUCTURAL -TAILS I 10 STRUCTURAL DL ' S II 11 STRUCTURAL WETVVL °LAN AND PROFILE 12 MECHANICAL WETWELL AND PROFILE 13 MECHANICAL DETAILS I 14 MECHANICAL DETAILS II 15 FORCE MAIN IMPROVEMENTS 1 16 FORCE MAIN IMPROVEMENTS 11 17 FORCE MAIN IMPROVEMENTS III 18 FORCE MAIN IMPROVEMENTS IV C09 E01 19 ELECTRICAL LEGEND 20 ELECTRICAL ONE —LINE DIAGRAM E02 21 ELECTRICAL SITE PLAN E03 E04 E05 22 ELECTRICAL PLAN 23 MOTOR CONTROL CENTER DETAILS 24 ELECTRICAL DETAILS 1 '96 25 ELECTRICAL DETAILS 11 E0 26 GENERATOR DETAILS E08 27 ELECTRICAL SCHEDULES E09 28 CONTROL LOGIC DIAGRAMS 1 E10 29 CONTROL LOGIC DIAGRAMS 2 E11 30 RTU — PANEL DOOR LAYOUT E12 31 RTU— POWER AND COMMUNICATIONS LAYOUT E13 32 RTU — INPUT AND OUTPUT WIRING 1 E14 33 RTU — INPUT AND OUTPUT WIRING 2 E15 34 RTU — INPUT AND OUTPUT WIRING 3 E16 4 SCALE: SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" GENERAL NOTES 1. CONTRACTOR SHALL CALL 1-800-424-5555 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. ACCESS TO THE LIFT STATION IS POSSIBLE ONLY THROUGH A GATED NEIGHBORHOOD. COORDINATE WITH THE OWNERTO GAIN ACCESS TO THE SITE DURING CONSTRUCTION. 4. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. 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. 6. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -CONSTRUCTED (AS BUILT) RECORDS, INCLUDING AS -BUILT SURVEYING. 7. 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, 2016 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. 8. 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. 9. CONTRACTOR SHALL RESTORE MARKERS FOR PROPERTY CORNERS THAT HAVE BEEN OR ARE DISTURBED BY CONSTRUCTION, INCLUDING EXCAVATION EFFORTS BY THE OWNER DURING DESIGN. MARKERS SHALL BE RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON. 10. 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. 11. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. 12. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 13. THE CONTRACTOR SHALL CLEAN UP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE OWNER BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 14. 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. 15. 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 AND/OR 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 THEY DEEM APPROPRIATE. TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO THE OWNER 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. SE 8TH PL IS AN EMERGENCY VEHICLE TURN -AROUND. AVAILABLE SPACE FOR THIS PURPOSE MUST BE PROVIDED AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. TESC GENERAL NOTES 1. CONTRACTOR SHALL PROVIDED EROSION AND SEDIMENTATION CONTROL MEASURES AND FACILITIES PER LATEST VERSION OF CITY OF RENTON SURFACE WATER DESIGN MANUAL 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. ALL LOADS MUST BE 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 OWNER APPROVAL. POWER BROOMS SHALL NOT BE USED, NOR PERMITTED ON SITE. 10. THE ESC FACILITIES SHOWN IN THESE PLANS 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) CALENDAR 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. 16. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 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 TO FACE OF FLANGE. PIPE LENGTH � FLANGE x PLAIN END (FLxPE) PIPE MEASURED FROM FACE OF FLANGE TO CENTER OF FITTING. PIPE LENGTH PLAIN END x PLAIN END (PExPE) PIPE MEASURED FROM CENTER OF I� 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 RESPONSIBILITY TO TAKE INTO ACCOUNT ANY VARIATIONS IN FITTING DIMENSIONS. NORTHING AND EASTING CALLOUT POINTS TEES: [71 BENDS: FLANGES: X REDUCERS: VALVES: ABANDONMENT NOTES THE OWNERSHALL BE SOLE DETERMINER OF APPROPRIATE ABANDONMENT PROCEDURES AND METHODS. CONTRACTOR SHALL COORDINATE WITH THE OWNERTO 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 OWNERIN WRITING, THE CONTRACTOR SHALL CONVERT THE EXISTING LIFT STATION TO A MANHOLE. 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 MAINTENANCE FACILITY. GROUT FILL THE ANNULAR SPACE BELOW OUTLET INVERT AND CHANNEL. PRESSURE WASH INTERIOR OF MANHOLES. 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. DEACTIVATE POWER SOURCES AT THE CIRCUIT BREAKERS. SEWER MAINS 1. CUT AND DRAIN THE ABANDONED SEWER 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. 3. PLUG ENDS OF ABANDONED MAINS EXPOSED DURING CONSTRUCTION WITH GROUT PLUG. CONDUIT 1. CONDUIT SHALL BE CUT OFF BELOW GRADE AND PLUGGED WITH 6" OF GROUT, TYP. EACH END. EXISTING UTILITIES 1. ALL EXISTING UTILITIES INDICATED ON THE PLANS HAVE BEEN DEPICTED BASED ON 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 THIS PLAN. CONTRACTOR 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. DEPTH OF EXISTING DRY UTILITIES IS UNKNOWN. 4. PROVIDE STYROFOAM CUSHION BETWEEN PIPING AT PIPE CROSSINGS WHERE PIPES CROSS WITH LESS THAN 12 INCHES OF VERTICAL SEPARATION. A SAND CUSHION PER WSDOT 9-03.13 MAY BE USED AS APPROVED BY THE OWNER. 5. THE CONTRACTOR SHALL MAINTAIN SEWER AND DOMESTIC WATER SERVICE TO ALL EXISTING CUSTOMERS AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY. 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. SURVEY NOTES HORIZONTAL DATUM: NAD'83/'91 PER CITY OF RENTON CONTROL POINTS #1640 (N: 1706.493176, E: 1305836.614, APPROXIMATELY 0.9 MILES SOUTH OF THE PROJECT SITE) & #418 (N: 175677.418, E: 1302312.615, APPROXIMATELY 0.7 MILES NORTH-NORTHWEST OF THE PROJECT SITE). VERTICAL DATUM: NAVD'88 PER CITY OF RENTON CONTROL POINT #1640. ORIGINATING BENCHMARK: CITY OF RENTON CONTROL POINT #1640. ELEVATION: 466.085 TEMPORARYBENCHMARK: TBM 'A' SET MAG NAIL AND AXIS CONTROL WASHER ±25WESTERLY OF SANITARY SEWER MANHOLE #10040. ELEVATION: 375.53' SET AMW #203. BASIS OF BEARINGS: HELD A BEARING OF NORTH 01°46'53" EAST BETWEEN THE NORTHEAST AND SOUTHEAST CORNER OF SECTION 20, TWP 23N, R5E, W.M. LEGAL DESCRIPTION: NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN. EQUIPMENT NOTES: PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NOTES: THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON APRIL 4, 2017 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS WHERE WARRANTED FOR CONSTRUCTION FOR VERIFICATION. REFERENCES 1. PLAT OF FALCON RIDGE V.129 / PGS.51-57 2. SURVEY BY DAOID EVANS & ASSOCIATES RECORDING NUMBER 20121107900007 - wad ,t o G � F P0�, •�y�s O" CAS r� o� UN Z Q, V `n o �_ c\j N zo moco w� ac/5 0� j Z� -� W� W rn N 2 O `14 L�J F_ a 0 LL Z J a W Z W 0 00 M 0 0 z m 0 0 0 z W ui c d Z O U O J Z U w � V_) O w z � U z W LVLu U ri MM 1c W z O o w N a_CD06 Q N W W > Q w 0 0 o N _ Q � W CD Lu W az 'I m z 0 a U co 0 �I 0 o� z SCALE: SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G01 2 34 1� CITY AND FIRE DEPARTMENT MUST HAVE ACCESS TO FIRE HYDRANT AT ALL TIMES. UNDER NO CIRCUMSTANCES SHALL HYDRANT ACCESS BE BLOCKED OR LIMITED. 2� DO NOT BLOCK SWING GATE. PRIVATE ACCESS TO SOUTHERN PROPERTY THROUGH GATE SHALL BE MAINTAINED AT ALL TIMES. DO NOT BLOCK GATE. WHILE LIFT STATION IS IN OPERATION, CITY MUST HAVE FULL ACCESS TO EXISTING LIFT STATION AT ALL TIMES. R:�DO NOT BLOCK ACCESS TO HOUSE AND DRIVEWAY FROM SE 8TH PL. PROVIDE TEMPORARY FENCE ON EAST SIDE OF EXISTING PUMP STATION WHEN EXISTING FENCE HAS BEEN REMOVED BUT EXISTING FACILITY IS STILL OPERATIONAL. R� CONTRACTOR MAY NEGOTIATE WITH THE HOME OWNER'S ASSOCIATION (HOA) TO USE THE EXISTING RV PARKING AREA FOR TEMPORARY STAGING OR STORAGE. IF THE CONTRACTOR USES THE AREA, IT NEEDS TO BE RESTORED TO EXISTING OR BETTER CONDITION. CB# 10056 RE: 375.17 IE IN: 370.93 18" CONC E IE OUT: 370.77 18" CONC W TOP STAND PIPE: 373.34 CULV 18" CONC IE = 371.22' (E) CULV 18" CMP IE = 372.35' (E) 1811 CONC / - SD / 0 18" �ONC SD 0 I Ln RE: SSMH# 375.41 10040 375.62 / / CONI > IE TOP INSIDE DROP IN: 366.46 366.55 8"PVC N ° a118 SD IE BTM INSIDE DROP: 363.31 363.41 8"PVC N IE TOP INSIDE DROP IN: 367.85 367.90 8"PVC W ° IE BTM INSIDE DROP: 363.2 363.19 8"PVC W \� IE OUT: 9 363.11 8"PVC S ° a _ 4 � I i / - - 7� PROTECT EXISTING MONUMENT DURING PAVING. IF THE MONUMENT CONCRETE / DRIVEWAY IS DISTURBED OR DAMAGED, RESTORE THE MONUMENT AS / OUTLINED IN THE SPECIFICATIONS. / j / I a ° \ I P� SURVEY CONTROL POINT AMW �� / 4� 8",10"M #200, ELEV=375.53 N 175470.593 E 1305949949.475475 � 1 r \ RED FIRE " Q - - - LANE LINE < cn I L P TTI 8SE vc a p pvcss�, - -� pvcss �\ - - 8„ p\jc SS �( 4„ p4C \ cn DOUBLE SWING GATE U) _- a pvc FM - al 3 TO BE REMOVED ��FM-- //• SSMH# 10061 G t�- RE: 375.07 $ pvc ss M _ - �- c \ IE IN: 370.01 8"PVC IE OUT: 369.91 8"PVC 1��" c - p BOLLARD, T p BE REMOVE G- C TWO TELEPHONE LINES IN TRENCH %max 8' CHAIN LINK .� FENCE, TO BE ram:-x REMOVED 6' CHAIN LINK FENCE DOUBLE SWING W/3 STRAND BARBED ELECTRICAL PANEL TWO POWER LINES � GATE TO BE REMOVED IN TRENCH CONTINUATION OF POWER SERVING EXISTING VACUUM -PRIMED PUMPS AND PIPING, TO BE REMOVED TELEMETRY PANEL, TO BE REMOVED NOT TO SCALE EXISTING FENCE TO BE REMOVED ELECTRICAL PANEL, TO BE REMOVED BOLLARD, TO BE REMOVED LIFT STATION UNKNOWN. SEE ABANDONMENT EXISTING WETWELL WITH VACUUM PLAN FOR ADDITIONAL INFORMATION. PRIMED PUMPS. SEE DWG NO. G01 - FOR ABANDONMENT INFORMATION. Map EXISTING POWER UTILITIES NOT TO SCALE N c N z �QI Lil W m 2 LL 'ocn om z `-I I / SURVEY CONTROL POINT AMW #203, ELEV=364.2:5 I N 175532.779 h/ I I I E�1306047.507 40"C / CULV 18" CONC IE _ I J _ J / \� 370.46' (W) 22"C \ I % _ CONSTRUCTION LIMITS. NO WORK M`AY TAKE PLACE BEYOND THIS CONSTRUCTION LIMIT BOUNDARY ON THIS PROPERTY / N: 1 P5512.43 67M CULV 18" CMP � i 0601 62,Z- IE = 370 (W) 18" 22",30"M eo 20", 22"M "-CONSTRUCTION LIMI I �f CONSTRUCTION LIMIT CONSTRUCTION LIMIT _ N: 1 i5504.57 N: 175507.20 \ - 1305988.11 �65 N: 175506.37 \ E: 1306008.25� ° I , E: 1306031.63 FOUND 5/8" REBA \ EXISTING TREES AND CAP WIT TAC g'M TO BE REMOVED I SILT FENCE TO BE INSTALLED 209 \ "PACE LS324 9" „ ° PRIOR TO -CONSTRUCTION C06 �\ \ (04/2017) ° 22 C \ 1�18"M » CONSTRUCTION LIMIT 10 C 10 M N: 175483.43 12"C 20 16"C �0 M �E: 1-06034.92 \ \ O 22"F � 14"�G� U zo 30"M 1 l I ( \ ✓ ° / 2o"C- \ \ 8- ' CONSTRUCTION LIMIT \ PST �7 ` � � !'1: 175459.53 \ \ EXISTING GAS,� E: 1306030.04 � \ MONITORING SYS T Z3,, 18"C 12'C ° \ POTHOLE TO 1 °�, VERIFY LOCATION. DO NOT DISTURB TP1® �4 CONSTRUCTION LIMIT 18"C/ N: 175449.56 30"C E:1306039.08 o 20"C I� CONSTRU TION LIMIT I N: 175434.36 E: 1306029.03 28' CONSTRUCTION LIMIT . ::�- K(�- N:1754,29.30 28"C E: 1306010.31 CONSTRUCTION LIMIT N175442.57 Ir EXISTING SITE PLAN E: 1305988.19 1"=10' 8' CHAIN LINK FENCE N&W 6' CHAIN LINK FENCE S DO NOT DISTURB TELEMETRY PANEL TO BE REMOVED "C EXISTING PARK BOUNDARY MARKER TO BE REPLACED WITH SURVEY PIN. INSTALL 2175.53' ALONG SECTION LINE NORTHERLY OF SOUTHEAST CORNER OF SECTION 20, TWP 23N, R5E. x C3 EXISTING SITE TAKE ALL NECESSARY MEASURES TO PROTECT TREES NOT MARKED FOR REMOVAL EXISTING LEGEND 0 REBAR CAP x FENCE (AS NOTED) $ BENCHMARK FENCE TO BE REMOVED o BOLLARD UNDERGROUND TELEPHONE BOLLARD TO BE REMOVED NATURAL GAS ® WATER METER UNDERGROUND POWER R FIRE HYDRANT SS SANITARY SEWER WATER GATE VALVE SSFM SEWER FORCEMAIN CO STORM DRAIN MANHOLE SD STORM DRAIN MAIN CULVERT DAYLIGHT W WATER MAIN oS SANITARY SEWER MANHOLE - - RIGHT OF WAY LINE IRRIGATION VALVE CENTER RIGHT OF WAY LINE EEI POWER VAULT PROPERTY LINE TELEVISION PEDESTAL - SECTION BOUNDARY POWER PAD MOUNT TRANSFORMER ASPHALT ROAD ® TEST PIT CONCRETE DRIVEWAY 0 DECIDUOUS TREE v CONIFEROUS TREE • DECIDUOUS TREE TO BE REMOVED CONIFEROUS TREE TO BE REMOVED EXISTING GAS MONITORING STATION. DO NOT DISTURB co 00 r'�' o� � UN zco ,n o 0 V ^ CV Z o a? FEoc� co W� d� z j Z .3 w W c� 2 N N31_C4 �m°N Z Q J a W F- cn 0 Z cn x W LL. Q 00 M 0 0 z Go c� 0 o U) U c d Z O U O LLJ i Z w LL. Fn O z U z W V U rz ccF- U) z O U ry, O Lu O N N d 0 Q 6) N Lu cn Q Q W p O C) � o � CL N LL = O Q � W z w W Lu >I m �I 0 o� z SCALE: SHOWN 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C01 3 34 PROPOSED LEGEND STORM PIPE SANITARY SEWER PIPE •— FENCE —375— MAJOR CONTOUR 376 MINOR CONTOUR \ BOLLARD 0 ASPHALT GRAVEL Q 8" C-900 PVC STORM PIPE, APPROX. LENGTH 2.J' 2.9' PROPOSED PAVEMENT, SEE DWG NOS. CO3 AND C05 FOR ADDITIONAL INFORMATION 0 4" PVC RJ PIPE, APPROX. LENGTH 5' 0 4" 11% DEGREE PVC BEND, TYP. OF 2 4" PVC RJ PIPE APPROX LENGTH `'^' 10' SEE 6' WIDTH x 6' LENGTH x 1.5' DEPTH ROCK PROTECTION OUTFALL SHALL BE QUARRY SPALLS IN ACCORDANCE WITH SECTION I 9-13.6 OF THE STANDARD SPECIFICATIONS. PROVIDE 1' COVER OVER TOP OF PIPE. 18„Do O� 6 < a SD coNC SD — _ I c E OUT = 370-0 369.E CONI Nf SD 8" PVC STORM PI \ \ 36,5 p PR X. ' 2 ' y - a I \ 371 Al ABANDONMENT NOTES ON DWG NO. G01 FOR — ADDITIONAL PHASING AND CONSTRUCTION F INFORMATION./ �j 16 a < 4" PVC RJ PIPE 1 APPROX. LENGTH 3' G FITTINGS PER DETAIL THIS SHEET G�W WESTERN EXTENT OF � L P CUL-DE-SAC PAVEMENT OVERLAY. SESTII vG 8, P THICKENED EG 372 ASPHALT CURB 373 OIL -WATER PROPOSED LIFT STATION LOCATION 374 \ SEPARATOR VAULT 1 \/ 1 R L .o GRAVEL PATH, 3 WIDE UNLESS OTHERWISE NOTED \ © I Q \ \ J `— ELECTRICAL BUILDING, \ $ � 20' — S01 FOR ADDITIONAL INFORMATION ` Q GAT Lo — PERSONNEL 211 \ ACCESS GATE Cob CD�� pG Al EXISTING HMA PAVEMENT TO 202 EAST OF THIS EXTENT TO BE W - _ �� C05 OVERLAYED WITH 2" HMA. NO pvc — � , ,a S— GRINDING OF EXISTING pvc S PERFORMED - - SS — — 4„ / pvG SS 4„ pVC FM / GFM S vG FM G 4" G P G TT I � I � APPROX. EXTENTS OF PAVEMENT RESTORATION PRIOR TO OVERLAY EXISTING 4" GATE VALVE PIPE, TYP. (FLxfL) , TYP. OF 2 I ❑ D e 4" DI TEE (FLxFLxFL) TEMPORARY 4" DI BLIND WITH THRUST BLOCK ° FLANGE WITH THRUST BLOCK 4" DI SPOOL (FLxPE), APPROX. CLOSE VALVE AND LENGTH V-0", TYP. OF 2 FILL CAN WITH 01 CONCRETE AFTER EXISTING STATION IS DEMOLISHED 4" COUPLING, TYP. OF 2 �J TESTING CONFIGURATION NOT TO SCALE PROPOSED PAVEMENT SHALL MATCH GRADE ON NORTH AND WEST SIDES. SEE DWG NO. C05 FOR DETAILS °c.) ° PROPOSED CHAIN 206 / cob \ \ 2 >: / LINK FENCE L G 0 TYPE 1 CATCH BASIN. 1 \ G 1 �, I RIM EL = 374.85' 374.81' IE OUT = 372.33' 373.81' \— 376 VALVE VAULT, SEE MECHANICAL 3 DRAWINGS FOR ADDITIONAL INFORMATION J NCTION BOX ENCLOSURE, \ 00 S E ELECTRICAL DRAWINGS I 8" PVC PIPE, APPROX. OR ADDITIONAL INFORMATIO LENGTH 25 0" 23' SITE LI HTING, TYP. SEE 390, ELECTRI L DRAWINGS FOR / A-)�o ADDITIONA INFORMATION. PROPOSED FENCE I 1 WliTWELL, SEE DWG NOS. S03 AND , M01 FOR ADDITIONAL INFORMATION 380 VENT PIPING AND CONCRETE PAD TO BE `� INSTALLED OUTSIDE FENCE. PROVIDE FINE rz NOT TO SCALE PROTECT EXPOSED DISTURBED EARTH FROM EROSION VIA MULCH OR HYDROSEEDING. EXCAVATED MATERIAL MAY BE REUSED FOR SITE FILL PROVIDED THAT 6" AND LARGER OBJECTS AND ORGANIC DEBRIS ARE REMOVED PRIOR TO PLACEMENT. PROTECT EXCAVATED MATERIAL FROM EXCESS MOISTURE. DURING PLACEMENT, BACKFILL SHOULD BE PLACED AT OPTIMAL MOISTURE CONTENT IN 6" LOOSE LIFTS AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557). ELECTRICAL BUILDING Q I N DO NOT DISTURB EXISTING GRADING TO ACCOMMODATE PAD. 212 EXISTING GRADE APPURTENANCE. INVESTIGATE FUNCTION m 370' d AS NECESSARY TO AVOID DISTURBANCE. C06 PROPOSED GRADE o a 200 PROPOSED FLAT TOP FOR CORE DRILL PENETRATION FOR PROPOSED PIPE. PIPE IE SHALL MATCH EXISTING CO3 EXISTING MANHOLE z Q o FLOOR ELEVATION, APPROXIMATELY 360.74'. CONTRACTOR TO VERIFY. Iz I 360' 0+66 ' PIPE PER PLAN PROPOSED OVERALL SITE PLAN . EAST -WEST (A) PROFILE ,° = 10' 0 4" SLEEVE o 7 4" DI SPOOL (FLxPE), 01 APPROX. LENGTH 3'-0" 1" CONNECTION DETAIL NOT TO SCALE CONNECTION TO EXISTING SYSTEM THE EXISTING LIFT STATION MUST REMAIN ONLINE AND OPERATIONAL UNTIL WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER TO THE CONTRACTOR TO ABANDON THE EXISTING FACILITY. IN ORDER TO PERFORM CONNECTIONS OR CUT -INS TO THE EXISTING SYSTEM, PLUG MANHOLE #10040. IT MAY BE POSSIBLE FOR THE CONTRACTOR TO USE THE EXISTING MANHOLE FOR SOME CONNECTIONS OR CUT -INS. WRITTEN APPROVAL FROM THE CITY IS REQUIRED BUT IS NOT GUARANTEED. CONTRACTOR SHALL REMOVE FLOWS AS NECESSARY FROM THE STRUCTURE AND DISCHARGE THEM AT THE FORCE MAIN DISCHARGE MANHOLE. CONTINUOUS MONITORING AND DISPOSAL IS NECESSARY WHILE THE EXISTING FORCE MAIN IS OFFLINE. PLANNING FLOW RATES ARE ESTIMATED TO BE 10 - 25 GALLONS PER MINUTE. AT NO TIME SHALL THE LEVEL IN MANHOLE #10040 EXCEED 366.0'. PROPOSED DISCHARGE PIPE FROM EXISTING WET WELL SHALL BE CORED. SEE CITY OF RENTON STANDARD MANHOLE DETAIL FOR CONNECTION DETAIL. INSTALL PLUG AT UPSTREAM END TO PREVENT FLOW UNTIL PROPOSED STATION IS APPROVED IN WRITING FOR OPERATION WITH WASTE WATER. 2 TEE CLUSTER WILL BE INSTALLED WITH EAST GATE VALVE NORMALLY CLOSED WITH A TEMPORARY BLIND FLANGE UNTIL FINAL CONNECTION IS APPROVED. SEE CONNECTION DETAIL THIS SHEET. SEE ABANDONMENT NOTES ON DWG NO. G01 FOR ADDITIONAL INFORMATION. �an :1 370' 360' NORTH -SOUTH (13) PROFILE H: 1"=10',V: 1"=10' •1 0 0 } z J Q� :1 + 1 xco41 �w�� S 11, 10 z z O zQ 0 cn j W � ccJ W 0 Waft cc C� 0 V J 360' 0+00 co co O 0 z m 0 UN Zco ,n o V ^ CV zo w FE� co W� dcn Z U� �o Z8 j W c"I 2 N C4 N �m°N Z Q J a W J J Lu 0 0 W 0 a 0 a Iml c� 0 >_ U � o � d Z o U i OLLJ Z w � U " V) o 390' W W W W � U U rz cc 'CoL� z O 0 CV o N w a_ ZO 380' = � � o cn a Q Q w W 0 0 370' N o ¢O u Q W z W � 360' SCALE: SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: CO2 4 34 POINT TABLE POINT TABLE POINT NO. ELEV. NORTHING EASTING DESC. POINT NO. ELEV. NORTHING EASTING DESC. 101 375.18 175483.83 1305975.30 EOP 204 PANEL -Z 375.63 175457.74 1306016.03 102 375.41 175464.32 1305981.69 EOP 205 VAULT / 375.30 175461.81 1305999.58 103 375.30 175462.09 1305989.56 EOP 206 VAULT 375.26 175463.70 1306014.36 105 375.30 175448.22 1306008.80 EOP 207 BLDG 375.10 175477.05 1306015.72 106 375.30 175450.34 1306024.40 EOP 208 CB 374.81 175477.40 1306005.15 107 375.00 175472.76 1306028.08 EOG 209 OWS 374.92 175482.15 1306008.33 108 375.30 175471.86 1306021.47 EOP 210 BLDG \ 375.10 175487.57 1306014.28 109 375.10 175471.19 1306016.52 EOP 302 375.33 175464.62 1305986.93 FENCE 110 374.95 175492.08 1306025.45 EOG 303 375.55 175461.68 1305989.26 FENCE 111 375.10 175489.11 1306014.08 EOP 304 375.57 175447.70 1306008.67 FENCE J6,z 112 375.00 175490.58 1306014.39 EOP 305 375.65 175449.92 1306024.97 FENCE 113 375.10 175488.49 1306009.58 EOP 306 375.28 175471.93 1306021.97 FENCE g 114 307 375.13 175472.36 1306025.11 FENCE 375.16 175490.49 1306009.79 PAD COR 115 308 374.75 175499.93 1306013.12 FENCE 375.16 175488.68 1305996.26 PAD COR 116 375.10 175486.80 1305997.11 EOP 309 375.22 175496.47 1305987.72 FENCE 213 JLT C06 117 375.10 175486.43 1305994.43 EOP 310 375.14 175484.61 1305987.53 FENCE 375.55 175453.04 1306009.28 202 WETWELL 311 375.30 175474.61 1305987.23 FENCE DING, 375.63 175452.23 1306016.85 FOR 203 PANEL MATION TION PIPING PROPOSED SITE PLAN 1$$=5' REPAIR ANY DAMAGE WHICH OCCURS DUE TO EXISTING MANHOLE DURING EXISTING TOP REMOVAL OR DURING INSTALLATION OF PROPOSED TOP. INSTALL GASKET BETWEEN EXISTING MANHOLE AND TOP SLAB. IT IS UNKNOWN WHETHER EXISTING STRUCTURE HAS FLAT TOP WALLS OR NOTCHED WALLS. 201 ASPHALT PAVE C05 390' 0-01 370' 360' PROPOSED TOP SLAB SHALL BE AT A nniniinni inn ri i icu InnTu oDJACENT PAVEMENT :R THAN PAVEMENT )POSED TOP SLAB EXISTING MANHOLE 6" CRUSHED ROCK, COMPACTED TO A FIRM AND UNYIELDING CONDITION EXISTING NATIVE MATERIAL, COMPACTED PRIOR TO GRAVEL PLACEMENT PROPOSED SLAB ON EXISTING MANHOLE 200 NOT TO SCALE CO2 PROPOSED MANHOLE TOP SHALL BE 108" DIAMETER FLAT TOP (FOR EXISTING STRUCTURE WITH 200 MANHOLE FRAME AND 0 24" COVER.) CENTER OF CO3 COVER SHALL BE 33" FROM EDGE OF SLAB. PROPOSED GRADE EXISTING GRADE ■ EXISTING WET WELL PROPOSED WET WELL PROPOSED INFLUENT GRAVITY PIPE 350' -0+10 u+uu EAST -WEST (C) PROFILE H : 1 " = 10' , V: 1 " = 10' K1 370' 350' 0+50 co G1� ✓ Q % PW � ' 00 > �z o CQ z Q 0 cry F► � uL W � J W 0�: 0 cc _z V 0 V ►I UN zco ,n o V ^ CV ZO �0 oc� co W� d� j Z .3 w W= 2N N� 1_C4 3 '4 � mN Z Q J a W cn 0 W cn 0 a 0 1= 00 Q cr o Y m 0 z 0 CD 0 N U cn M o Z O U O Lu i off Z U w w Oz z U z off U rz c Z O U rn rn olf 0 o Lu N N � ai ao N W U) Q Q > W orf w 0 0 v¢i a co N ti LL o Q w W L z W WLu z O a U Lu W 0 �I 0 o� z SCALE: SHOWN 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: CO3 5 34 NOTE: WHERE ASPHALT PAVEMENT REPAIR IS DIRECTED BY THE CITY FOR EXISTING DAMAGED PAVEMENT, EXISTING PAVEMENT SHALL BE SAW CUT AND REPLACED WITH COMPACTED PG 64-22 ASPHALT, DEPTH TO MATCH EXISTING. HMA, 3" COMPACTED DEPTH PG 64-22 GRAVEL TOP COURSE, 6" COMPACTED DEPTH (MIN.) - - - - NATIVE SUBGRADE, TRENCH BACKFILL �j\\� �%j/\\� \\� �7//\\�/� �\ j\\�\�\\� \��j/\\� \� � OR STRUCTURAL BACKFILL. PROOF `EEE�`��`��`��`��`��`��`��`�� ROLL PRIOR TO GRAVEL PLACEMENT. ASPHALT PAVEMENT SURFACE DETAIL CO2 1/2:1 MIN. 1:1 MAX. /~ L__ • H = Dmin H<=L<=2H BEARING AREA = H X L NOT TO SCALE THRUST BLOCKING SHEET PLASTIC BARRIER ON ALL BLOCKING UNDISTURBED SOIL \ PIPE FIGURE I 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 AND LENGTH OF THE THRUST BLOCKING CAN BE DETERMINED FROM THE DIMENSION RELATIONSHIPS ILLUSTRATED IN FIGURE 1 AND DESCRIBED BELOW: A. "H" EQUALS "D" B. MAX. 1" EQUALS 2 X "H" C. MIN. 1" EQUALS "H" COMMERCIAL HMA 1/2" TRENCH PATCH 3" DEPTH - FROM FINISHED GRADE WHEEL CUT TO NEAT EDGE PRIOR TO FINAL PATCHING DEPTH OF EXISTING ASPHALT APPROX. 2" !ice /ice /ice /ice / n INITIAL WHEEL CUT FOR TRENCHING, BOTH SIDES 205 SEE DETAIL FOR TRENCH SECTION \� NOTE: ASPHALT TACK COATING AT ALL PAVING JOINTS PLANNING AND OVERLAY WIDTH VARIES, SEE PLAN PLANE 1.5" DEPTH OF EXISTING PAVING AND TRENCH PATCH FOR OVERLAY IF DIMENSION IS LESS THAN 0. 3' CONTRACTOR SHALL REMOVE AND REPLACE HMA PG 64-22 HMA 1/2" TRENCH OVERLAY TO 1.5" DEPTH 6" CRUSHED SURFACING BASE COURSE PROPOSED SEWER PIPE \ \ \ \ \ \\\\\\\ • o • ` • P • CUL-DE-SAC ROADWAY OVERLAY RESTORATION 202 PATCH, PLANE, AND OVERLAY CO2 NOT TO SCALE 900 BEND 11 1/40 BEND CROSS W/ SMALLER SIZE OUTLET 450 BEND TEE 22 1/20 BEND CROSS W/ BLIND FLANGE TEES TEST DEAD 900 450 221/20 111/40 SIZE PRESSURE ENDS BEND BEND BEND BEND 3 300 2.25 2.25 2.25 2.25 2.25 4 300 2.25 2.25 2.25 2.25 2.25 6 300 2.83 4.00 2.25 2.25 2.25 8 300 5.00 7.11 3.85 2.25 2.25 10 300 7.86 11.11 6.00 3.06 2.25 12 300 11.31 16.00 8.66 4.41 2.25 14 250 12.83 18.14 9.82 5.00 2.51 16 1 225 15.08 21.33 11.54 5.88 2.96 HORIZONTAL THRUST BLOCK204 NOT TO SCALE CO2 2.15 bASEU UN VEUME I KIU FAU I UK5 BEARING FACTOR TABLE I SOIL CONDITION MULTIPLICATION FACTOR *MUCK, PEAT, etc. - 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 MUL TIPLICA TION FA CTOR TABLE 2 REQ'D BEARING MINIMUM DEPTH AREA (SQ. FT.) 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' BLOCK SHAPE TABLE 3 SURFACE FINISH PER PLAN RESTORE TO EXISTING OR BETTER CONDITION °...°. TRENCH WIDTU PER- - _ - . WSDOT SS 2-09A ..... .°...° ..°... ° . I - - . . ° . . . ° ................. VARIES, . ..°... °... °... 3' MINIMUM ° ° 18" ............. o .o .o .o ............... SANITARY SEWER PIPE 12" MIN. HMA SURFACING PER DETAILS THIS SHEET CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. BACKFILL PER SPECIFICATIONS TRACER I LOCATOR TAPE SEWER TRENCH DETAIL 205 NOT TO SCALE CO2 PIPE ZONE BEDDING AND BACKFILL 210 C06 COMMERCIAL HMA 1/2" TRENCH PATCH 3" DEPTH FROM FINISHED GRADE WHEEL CUT BOTH SIDES TO NEAT EDGE PRIOR TO FINAL PATCHING DEPTH OF EXISTING ASPHALT APPROX. 2" r INITIAL WHEEL CUT FOR TRENCHING, BOTH SIDES 205 SEE DETAIL FOR TRENCH SECTION C05 ASPHALT TACK COATING AT ALL PAVING JOINTS ///\\\///\\\// 6" CRUSHED SURFACING BASE COURSE \/\ PROPOSED SEWER PIPE, STRUCTURE, OR APPURTENANCE ROADWAY PATCH RESTORATION 203 NOT TO SCALE CO2 ROADWAY RESTORATION NOTES GENERAL NOTES: ALL AREAS OUTSIDE OF THE TRAVELED WAY SHALL BE HYDROSEEDED PER THE SPECIFICATIONS. BEFORE CONSTRUCTION OF HMA ON AN EXISTING PAVED SURFACE, THE ENTIRE SURFACE OF THE PAVEMENT SHALL BE THOROUGHLY CLEANED OF DUST, SOIL, PAVEMENT GRINDINGS, AND OTHER FOREIGN MATTER. A TACK COAT OF ASPHALT SHALL BE UNIFORMLY APPLIED TO COVER THE EXISTING PAVEMENT WITH A THIN FILM OF RESIDUAL ASPHALT FREE OF STREAK AND BARE SPOTS. A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL JOINTS INCLUDING THE VERTICAL FACE OF THE JOINT, TO BIND AND SEAL THE JOINT. DIMENSION NOTES: DIMENSION "A": WHEEL CUT NEAT LINE 12" BEYOND TRENCH LIMITS PRIOR TO FINAL PAVING TO REMOVE DAMAGED AND UNDERMINED EDGES. PHASING NOTES: PRIOR TO TRENCH PATCHING, TRENCHES SHALL BE RESTORED TO FINISHED GRADE WITH CRUSHED SURFACING TOP COURSE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AND A 1" LIFT OF TEMPORARY COMMERCIAL ASPHALT TO ALLOW RE -OPENING OF CROSSINGS TO LOCAL TRAFFIC. THE PATCH SHALL BE MAINTAINED BY THE CONTRACTOR. PLANING AND OVERLAY WORK SHALL BEGIN ONCE THE ENTIRE PIPING INSTALLATION AND TRENCH PATCHING HAS OCCURRED. EXCAVATE UNSUITABLE MATERIAL AND PROVIDE FOUNDATION MATERIAL CLASS A CONFORMING TO WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL IS ENCOUNTERED AND AS DIRECTED BY THE ENGINEER co 0 0 Ewa � e" P�� : �4w���o co PC '' z o� UN zCo ,n o 0 V ^ CV Z o .� Co W� dC z j Z 8 .3 w W c-'i 2 N N3 �.N m N u 0 0 } ~ z �J Q4V Co Q W M y o m Y 0 z 0 0 Co >_ U Cn � d Z O U 0 ui Z J U 0 w � " Cn O z w z � U W LV Lu U � I� � Co z O U CD CDw N N C O CO CV ui a Q 0') Q Co cr_ w Lu 0 0 � o � N Q Q w W z w o � s z W 0- SCALE: SHOWN oll 1 �� 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C05 6 34 6'-0" 6 GAGE BANDS, @ 1^" 2 3/8" O.D. LINE POST """v @ 10' O.C. 9 GAGE WIRE CLIPS, @ 24" ---------------------------------------- --------------------------------------- --------------------------- ° \ 1-2/3" O.D. INTERMEDIATE 1 5/8" O.D. TOP AND \� BRACE RAIL / BOTTOM RAIL IX FENCE POST FOUNDATION 10' MAX. 10' MAX. ENSURE THE INSTALLED GATE ELEVATION PERMITS SWING OPENING PER PLAN AND PER EXISTING PAVEMENT SLOPE. 4" O.D. GATE POST ROD MUST SIT TOP HINGE 4"-6" IN CONCRETE 180° SWING R 4 --_____-______------______----.-- ------ _LJ I--_--------_-_:_:_:_:=-=:---------. ,L --_ ___----_-_-------� i------>-------- ---- . `. CHAIN -LINK FENCE 206 NOT TO SCALE CO2 VEHICLE ACCESS GATE ---------------------_� -_ ____ ✓ _ \\ BOTTOM HINGE \ GATE POST FOUNDATION 1800 SWING 20'-0" CENTER GATE POST FOUNDATION. MIN. DEPTH 18" CHAIN -LINK DOUBLE SWING GATE DETAIL 208 NOT TO SCALE CO2 4" Of 3/8" TIE ROD, TYP. CMU BUILDING kLL-MOUNT (FLAT BACK) ,TE LATCH WITH PADLOCK RSONNEL ACCESS GATE JNDATION PERSONNEL ACCESS GATE DETAIL 211 NOT TO SCALE CO3 ALL CHAIN LINK FENCE 2-7/8" O.D. END POST SHALL BE BLACK VINYL COATED MIN. 3 MILS DFT. FENCE POST HOLE CONCRETE: MIN. DEPTH = 48" 3/8" TIE ROD MIN. DIAMETER =18" MIN. POST EMBEDMENT = 24" JOINTS IN FILTER FABRIC SHALL BE SPLICED AT GATE POST HOLE CONCRETE: MIN. DEPTH = 54" MIN. DIAMETER = 24" MIN. POST EMBEDMENT = 24" NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS. USE STAPLES, 2"x2" BY 14 Ga. WIRE OR WIRE RINGS, OR EQUIVALENT, IF EQUIVALENTS TO ATTACH STANDARD STRENGTH FABRIC TO POSTS. f FABRIC USED =III III III -III, I11,111,,. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 3" WELDED SS GOOSENECK 3" SS PIPE GROUND ELEVATION 24" MIN. TRANSITION TO PVC BELOW GRADE FILTER FABRIC TRENCH �< BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" -1.5" WASHED GRAVEL MINIMUM 4"x4" WOOD POSTS, STEEL TRENCH FENCE POSTS, REBAR, OR EQUIVALENT SILT FENCE 209 NOT TO SCALE C01 3" WELDED SS FLANGE 3" SS FLANGE WITH SS INSECT 3'-0" SCREEN BETWEEN TWO FLANGES 2'x2'x0.5'THICK CONCRETE PAD W/ WIRE MESH REINFORCEMENT 3" WELDED SS BEND 3" SS PIPE WET WELL PASSIVE VENT DETAILS 212 NOT TO SCALE CO2 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED z N N 6' TALL TEMPORARY CHAIN -LINK FENCE PANEL, TYP. N�� K/\\/ V V V STABILIZER BRACKET, TYP. GROUND SURFACE TEMPORARY CHAIN -LINK FENCE 207 NOT TO SCALE C01 PIPE TRFN(H TRENCH WIDTH PER WSDOT SS 2-09.4 ZAVEL BACKFILL FOR PIPE ZONE :DDING PER SPECIFICATIONS PIPE ZONE BEDDING 210 NOT TO SCALE C05 vI vvnluxvu nnmlvix VAULT OR APPROVED EQUAL OIL -WATER SEPARATOR SECTION VIEW 213 NOT TO SCALE CO2 Oil ❑I In TEC z O Q 0 cry Z u W � cc W Liftcc c� 00 V ♦0 V ►I UN co. ,n d o V ^ CV zo w �� co W� dC3 �rz j z8 -w W= 2N N� �.N 3 '"i �mN cn J a Lu J co a L ct M � y o m ti Y 0 z m 0 c� 0 o U (n co ow d Z O U Z i U O ui ry w � w w Fn OLu z z � U :PER C) r U) N, TYP. o ry o W O GV CO GV ui W 0') 0') co Q Q > W vQi a 3�3 9r 373.71' Al 0 w Q w W Lu Lu w Q:: �I 0 o� z SCALE: SHOWN oll 111 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C06 7 Z34 CONCRETE SPREAD FOOTING, 306 TYP BELOW S02 EL. 373.77' TOP OF FOOTIN 402 SPLIT -FACE SO4 CMU WALL BROKEN FACE EXTERIOR CMU WALL, TYP 402 SO4 1'-4" 375.10' 6" CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. TYP BELOW ALL SLABS AND FOOTINGS. nnnr ni ITi Mir %" ANCHORS 5 32" O.C. FOR ELECTRICAL BUILDING FLOOR PLAN y" LOUVER #5 @ 12" O.C. EW, CENTEREDIN SLAB, TYP VENTILATOR 6„ / 3/" PJF, TYP n >: D, ft. o s o s PROOF ROLL NATIVE 1'-4" - CMU CORNER 403 RST, TYP SO4 A S01 TYPICAL CMU 401 OPENING SO4 TRUSS NOTES: PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH ANSI/TPI 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 OF% INCH PLYWOOD: 3.0 PSF MISCELLANEOUS MECHANICAL: 3.0 PSF. SNOW LOADS = 25 PSF MAX BOTTOM CHORD DEFLECTION: L/360 ALL METAL IN CONTACT WITH TREATED WOOD SHALL BE APPROVED FOR THAT USE ALL FASTENERS INTO TREATED WOOD SHALL BE HOT -DIP GALVANIZED NOTE: 1) SEE ELECTRICAL PLANS FOR UNDER/IN 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 FINISHED GRADE, TYP. I I —I I —I I s SUBGRADE PRIOR TO STRUCTURAL FILL COMPACTED TO 95% MAX 306 STRUCTURAL FILL DRY DENSITY PER MODIFIED PROCTOR. SPREAD FOOTING S02 PLACEMENT, TYP SECTION A Y" = 1'-0" S01 ALUMINUM GUTTER, TYP ALL AROUND FULL DEPTH VENTED EAVE BLOCKING, TYP �0 1%2" 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 METAL ROOFING SYSTEM AND FLASHING TRUSSES @ 2'-0" O.C. STEP TRUSSES AS NECESSARY RIDGE VENT AT PEAK AND HIPS TO PROVIDE MIN 10 SQ. IN. OF NET FREE }�,��� o IF VENTILATED AREA PER LINEAR FT. o% - o wF 502 C. 2xHIP RAFTER, TYP \ lo / / O \ 4V:12H 4V:12H / 4V:12H \ 4V:12li \ / I IN I SIMPSON A34 @ 24" O.C. BLOCKING TO TOP PLATE, TYP. SIMPSON L50 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. -_J 1'-0" 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 No. Size Material Size Material Exit Device Required Width Height Width Height D01 6'-4" 7'-2" HM 6'-8" 7'-4" HM YES VENTILATOR SCHEDULE NO. FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER MODEL ACCESSORIES EF-1 EXHAUST 410 SCFM 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 CD42, EFD-445 16" X 16" MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON EF-1 STARTUP LA-2 EXHAUST 410 POTTORFF CD42, EFD-445 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER * MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX. co 00 o� IS-1 z Z Q 0 y W cc J W 0 0a Z (a) 0 V J co co 0 ti 0 z m 0 c� 0 o co C c'? Q Z O U 0 Uj J Z U w U_ � w U z � U cc U) z O U M !�2 0:� o w O N N � C6 Q CO CV LU U) Q Q > w 0 0 O O N � U � � Q W 0 W � UN Z� 6 o ^ N Zo w �CC! co W� dC3 Z aSo Z .3 w W c14 2 N N cv 3 0 cv � mN Z 0 J J Q V F_ V W J W �I W W Cr >I m SCALE- SHOWN 011 11, 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" mmm GENERAL STRUCTURAL NOTES r300 S01 GEOTECHNICAL PARAMETERS: MINIMUM FROST DEPTH MAXIMUM NET BEARING AT -REST LATERAL EARTH PRESSURE SOILS REPORT REFERENCE OTHER LOADING PARAMETERS: WIND LOAD SNOW LOAD OTHER DESIGN VALUES USED: OCCUPANCY CATEGORY CONCRETE CMU STEEL TIMBER LIVE LOADS: ROOF 1211 4,000 PSF STATIC 56 PSF "ENGINEERING GEOLOGY REPORT" PREPARED BY RH2 ENGINEERING 110 MPH, EXPOSURE C 25 PSF ESSENTIAL FACILITY 4,000 PSI WITH 60,000 PSI REINFORCING 1,500 PSI WITH 60,000 PSI REINFORCING A36 FOR PLATES, A992 FOR OTHER PER FRAME MANUFACTURER 20 PSF CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION) SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS: SPECIAL INSPECTIONS AND TESTS SHALL INCLUDE THE FOLLOWING. REFER TO IBC SECTION 1704 AND 1705 FOR DETAILS. 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER INCLUDING: 1.1. SITE EXCAVATION AND GRADING 1.2. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION 1.3. VERIFICATION OF SOIL -BEARING CAPACITY 2. CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION: CONTINUOUS, SEE ALSO SECTION 1705.3 OF THE INTERNATIONAL BUILDING CODE. 3. REINFORCEMENT AT CONCRETE CONSTRUCTION: PERIODIC, SEE ALSO SECTION 1705.3. 4. MASONRY CONSTRUCTION, INCLUDING PLACEMENT OF MASONRY UNITS, MORTAR REINFORCEMENT AND STRUCTURAL CONNECTIONS: PERIODIC, SEE ALSO SECTION TMS 602 / ACI 530.1 / ASCE 6, TABLE 5. 5. GROUT PLACEMENT AT MASONRY CONSTRUCTION: CONTINUOUS, SEE ALSO SECTION TMS 602 / ACI 530.1 / ASCE 6, TABLE 5. 6. WOOD -FRAMED LATERAL -FORCE RESISTING SYSTEM: PERIODIC, SEE ALSO SECTION 1705.10. 7. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH (FC), AIR CONTENT AND SLUMP. SEE ALSO TABLE 1705.3. 8. VERIFICATION OF SPECIFIED COMPRESSIVE STRENGTH (FM) OF MASONRY PRIOR TO CONSTRUCTION AND EVERY 5,000 SQUARE FEET DURING CONSTRUCTION. SEE ALSO TMS 602 / ACI 530.1 / ASCE 6, TABLE 5. 9. STRUCTURAL OBSERVATION BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH IBC 1704.5 SHALL BE PROVIDED. GENERAL: LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. REINFORCED CONCRETE: 1. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 3. A 6" WATERSTOP SHALL BE PLACED AT ALL BELOW GRADE CONCRETE SLAB AND WALL CONSTRUCTION JOINTS AND AS SHOWN TO PROVIDE A WATERTIGHT STRUCTURE. 4. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 4.1. FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................... 3" 4.2. FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR LARGER) ........................ 2" 4.3. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ...................... 2" 4.4. SLABS AND INTERIOR FACES ....................................... 2" ABBREVIATIONS: HL - HLUIVIIIVUIVI CHK - CHECKERED CL - CENTERLINE CLR - CLEAR EA -EACH EF - EACH FACE FB - FLAT BAR GALV - GALVANIZED HORZ - HORIZONTAL LLV - LONG LEG VERT O.C. - ON CENTER PL - PLATE RB - ROUND BAR RST - REINF. STEEL SST - STAINLESS STEEL T&B - TOP & BOTTOM VERT - VERTICAL REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE MINIMUM STRAIGHT MINIMUM LAP MINIMUM DEVELOPMENT LENGTHS SPLICE EMBEDMENT LENGTHS LENGTHS BAR TOP BARS OTHER BARS TOP BARS ALL BARS #4 2511 1911 3311 7" #5 311' 241' 411' 1 91 #6 3711 2911 491' 1 10" #7 5411 4211 7111 1211 "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACING IS LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43% SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2-1/2" END COVER FOR 900 HOOKS MUST BE EQUAL TO OR GREATER THAN 2" CMU ANCHORS FOR USE GROUTED CMU CELLS SHALL BE SIMPSON SET-XP OR EQUAL ANCHORING ADHESIVE. CMU ANCHORS FOR USE IN UNGROUTED CMU CELL SHOULD BE AVOIDED. WHEN UNAVOIDABLE, ANCHORS SHALL BE SIMPSON SET-XP WITH OPTI MESH ADHESIVE ANCHORING SCREEN TUBE. EQUIPMENT WEIGHING LESS THAN 250 LBS MAY BE ANCHORED TO CMU WALLS WI SIMPSON TITEN-HD HEAVY DUTY SCREW ANCHORS 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 AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. FORCES ARE DETERMINED BY THE FOLLOWING FORMULA: (Ps / Pt) + (Vs / Vt) = 1 WHERE: Ps = APPLIED SERVICE TENSION LOAD Pt = ALLOWABLE SERVICE TENSION LOAD Vs = APPLIED SERVICE SHEAR LOAD Vt = ALLOWABLE SERVICE SHEAR LOAD THE ABOVE FORMULA IS FOR THE ALLOWABLE LOADS FOR ANCHORS SUBJECTED TO COMBINED TENSION AND SHEAR. GROUTED CMU ANCHORS SIMPSON STRONG -TIE SET-XP DIA. OF ROD (INCHES) OR REBAR SIZE NO. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 3/8 12 3-3/8 (1) PER CELL 1,490 1,145 1/2 12 4-1/2 (1) PER CELL 1,825 1,350 5/8 12 5-5/8 (1) PER CELL 1,895 1,350 3/4 12 6-1/2 (1) PER CELL 1,895 1,350 #3 12 3-3/8 (1) PER CELL 1,395 1,460 #4 12 4-1/2 (1) PER CELL 1,835 1,505 #5 12 5-5/8 (1) PER CELL 2,185 1,505 UNGROUTED CMU ANCHORS SIMPSON STRONG -TIE SET-XP WITH ANCHORING SCREEN TUBE DIA. OF ROD (INCHES) OR REBAR SIZE NO. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 3/8 12 3 (1) PER CELL 280 265 1/2 12 3 (1) PER CELL 280 265 5/8 12 3 (1) PER CELL 280 265 3/4 12 3 (1) PER CELL 280 265 #3 12 3 (1) PER CELL 280 265 #4 12 3 (1) PER CELL 280 265 #5 12 3 1 (1) PER CELL 280 265 CMU ANCHOR so CONCRETE ANCHORS SHALL BE EITHER HILTI HIT -RE 500-V3 INJECTABLE MORTAR, SIMPSON STRONG -TIE SET-XP ANCHORING ADHESIVE, OR POWERS PE1000+ ADHESIVE ANCHORS AS SPECIFIED. 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. SPECIAL INSPECTION REQUIRED. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. NOTIFY OWNER 48 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 AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS. CONCRETE ANCHORS HILTI HIT -RE 50043, SIMPSON STRONG -TIE SET-XP & POWERS PE1000+ DIA. OF ROD (INCHES) OR REBAR SIZE NO. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) ALLOWABLE LOAD BASED ON BOND STRENGTH (POUNDS) TENSION SHEAR 1/2 2-1/2 2-3/4 2-1/2 1,027 2,210 5/8 3-1/8 3-1/8 3-1/8 1,312 2,827 3/4 3-3/4 3-1/2 3-3/4 1,556 3,351 7/8 4-3/8 3-1/2 4-3/8 1,556 3,351 #4 2-1/2 4-1/2 2-1/2 1,520 3,618 #5 3-1/8 5-5/8 3-1/8 1,775 5,494 #6 3-3/4 6-3/4 3-3/4 2,225 7,570 #7 4-3/8 7-7/8 4-3/8 2,440 9,428 #8 5 9 5 4,520 11,507 CONCRETE ANCHOR sot NOTE: SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATION AND DIMENSIONS. 3" MIN. BEYOND EQUIPMENT BOLTS, TYP. #4 DOWELS, EACH CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR co ww CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR - x ' �,co Q,so UNDER PAD PRIOR TO POURING PAD. PROVIDED°� 44 W1.4xW1.4 WWM AT TOP FACE WITH 1%" CLEAR COVER CAST -IN -PLACE CONCRETE :-.-.�.r -. FLOOR, REINF. PER PLAN ° D D A > > D ° A n e s A eD o A D As A >D A e A o A A D D A D o A p 1, A e o ° > ° A EQUIPMENT PAD 303 1" = 1'-0" S01 CONT. CORNER BARS TYPICAL BAR DETAILING AT FOOTING CORNER 4" CHAMFER, ALL OUTER EDGES 4" UNLESS OTHERWISE NOTED CMU DOWELS TO MATCH WALL VERTS. EXTEND 2'-0" INTO CMU WALL CMU WALL #5 @ 12" O.C., MIN. 2 %" PJF, TYP. UNO 1 E­ /Z: FLOOR SLAB FOOTING INSULATION D ° ° A 611 a ° D #5 DOWELS @ 12" O.C., D 24" ALTERNATE HOOKS ° D � e D e D e 811 f° • ° s b e e o ° A 1'-611 TYPICAL FOOTING SPREAD FOOTING Y2" PJF EXTERIOR SLAB A 4 p % A o ° • ° A DOOR EXTEND CONCRETE FLOOR ACROSS THRESHOLD e A A D AV D D A A o d ° • o D A A 2 LAYERS OF 30# HOLD FOOTING DOWN BUILDING PAPER e e e s A e D ° e e ► ° D e e e D. ° SPREAD FOOTING DOOR THRESHOLD 307 -0" S01 00 to S Ip p, F d z 4�c., o� co Q 0 c� LL W wftm ccLift UJ 0 Cc Waft ftaft C� 0 V J 0 0 � Z �J Q4V co co 0 0 Z m O c� 0 N O co ~ V/ 0:f 0 Z U 0 ui J ui Z U w � V_) O w z � U z W V Lu U rz cc 'co- z 0 of o w N N d o 6, CV W 0) 0') co Q Q > w 0 0 o N CD � U 0 Q W Lu W � UN zQl -o 0 V c N zo mclo w� 4cn z 6� z� wN W C3, N 2 O `� N cn J W 0 J a D 0 M cn >I m z 0 Q_ a U W 0 �I 0 o� z SCALE: SHOWN oll ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S02 9 34 (2) #5 MIN I (1) #5 EACH SIDE OPENING, FU,.,. HEIGHT, TYP. I IAITCI DI no"ll I I r IVP1L vIVIV yr `1r11r%A 401 NOT TO SCALE S01 385.10' TOP OF WALL DOUBLE 2x8 PRESSURE TREATED HEADER, CONTINUOUS WITH %" O J-BOLTS AT 32" O.C. IN GROUTED VERTICAL CELLS, BOLT LENGTH AS NECESSARY FOR 6" EMBEDMENT. BOND BEAM, TOP COURSE 383.10' 8"x8"x16" SPLIT -FACE CMU BLOCK, PROVIDE BOND BEAM WEATHERPROOF AND ANTI -GRAFFITI COATING ON EXTERIOR. PROVIDE SMOOTH FACE BLOCKS WHERE LIGHTS AND EQUIPMENT ARE PROPOSED ON WALLS INTERIOR FACE OF ALL CMU BLOCKS TO BE SMOOTH FACE 379.10' BOND BEAM #5 VERTICAL RST @ 24" O.C. MAX. LAP RST WITH STEM WALL DOWELS, FILL ALL REINFORCED CELLS WITH GROUT. DO NOT GROUT UNREINFORCED CELLS. BOND BEAM ° D ° A D ° ° Dp CONCRETE FLOOR D ° CMU WALL INSULATION. ALL WALL CMU BLOCK TO BE GROUTED SOLID AS SPECIFIED. BOND BEAM WITH #5 CONTINUOUS, LAP JOINTS 24" MINIMUM (TYPICAL) #5 DOWELS AT 24" O.C., TYPICAL, TO MATCH LOCATIONS OF VERTICALLY REINFORCED CELLS OF CMU WALL ABOVE. CONCRETE STEM D WALL CMU WALL 402 NOT TO SCALE S01 BOND BEAM REINF. FLASHING WITH DRIP EDGE 1"x6" COMPOSITE FASCIA W/ WOOD GRAIN PATTERN OVER NAILER EQUAL TO TREXTRIM #5 @ 24" O.C, VERT. 8" #5 CORNER BARS AT ALL 30" BOND BEAM LOCATIONS AT WALL CORNERS AND INTERSECTIONS CMU WALL #5 VERT, TYP. CMU WALL INTERSECTION / CORNER 403 1" = 1'-0" S01 BOND BEAM STANDARD BLOCK LINTEL BLOCK (2) #5 EXTENDED 24" BEYOND OPENING IN GROUTED CELLS ffi NOTE: DOOR FRAME OF SOUND RATED DOORS SHALL BE FULLY GROUTED. TYPICAL DOOR LINTEL 404 1" = 1'-0" S01 ANCHOR TRUSS TO TOP PLATE PER PLAN FULL DEPTH VENTED EAVE BLOCKING TRUSS PRESSURE TREATED J SOFFIT J 2"x4" NAILER WITH VENT 1"x2" COMPOSITE TRIM W/ 1"x4" CEDAR TRIM, WOOD GRAIN PATTERN, CONTINUOUS, TYP. CONTINUOUS, TYP. ATTACH TRUSS TO SILL PLATE WITH SIMPSON HOLD DOWN ANCHOR PER PLAN ROOFING PLYWOOD ROOF DECK 1" AIR GAP, MIN. 12 4 VENTILATION BAFFLE, INSTALL TO KEEP INSULATION AWAY FROM EAVE VENTS R-30 KRAFT PAPER FACED BATT INSULATION ON ALL CEILING SURFACES, INSTALL WITH KRAFT FACED SIDE OF INSULATION FACING INTERIOR OF BUILDING. FINISH CEILING WITH ONE LAYER OF %" GYPSUM WALLBOARD, FINISH SMOOTH AND PAINT WHITE. CONTINUOUS TRIM CMU WALL/TRUSS CONNECTIONS 501 RIDGE VENT, PROVIDE END CAPS PER MANUFACTURER'S SPECIFICATIONS METAL 3" MIN ROOFING ROOF TRUSS 2X FLAT J PLYWOOD J BLOCKING, TYP DECKING RIDGE VENT DETAIL 502 NOT TO SCALE S01 ROUNDE^ rInkil"MCTC TnM 6" GALVANIZED STD STEEL PIPE. FILL WITH CONCRETE. PAINT SAFETY YELLOW. CAST -IN -PLACE CONCRETE BOLLARD FOUNDATION #4 HOOPS @ 12" O.C. (6) #4 VERTS EQUALLY SPACED F BOLLARD DETAIL 601 E08 NOT TO SCALE � F •�y�s O� CAS 71VT co �w 'o �o o� IS-1 0 Q 0 y W J cc W Lift 0ftaft � °C Waft Z V 0 V J 0 0 � Z �J Q4v co co 0 0 z m 0 c� 0 N o co cn Q "' Z o U O ui J Z U ''' o � w W WLu � U � U) Z O U rn rn of o w O N N c Q 6) N uj co Q Q > w 0 0 N CD IL U CD � Q W Lu W� UN Zco ,n d V ^ CV ZO �c"! co W� dC j Z8 -w W = W= N C4 N 3 '"I 0.' m N cn J Q W 0 J a M D V M cn 'I m �I SCALE: SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: SO4 10 34 r — — JI I I' A S03 PRECAST CONCRETE VALVE VAULT C VAULT LADDER I M03 DBI SALA DAVIT SLEEVE, EMBEDDED ONTO TOP OF VALVE VAULT, SEE DAVIT SLEEVE NOTES 8" 0 CLEANOUT IN TOP SLAB TO BE EQUAL TO ZURN Z1400-K 14' x 8' x 6'-6" (MINIMUM DEPTH)(INTERIOR DIMENSIONS) PRECAST CONCRETE VAULT, 814-LA OR APPROVED EQUAL Q1 ( j4 175-* 375.30' 3'-2" 2'-4" 11=11=11=11 ° -il=ii_II�I d 8 ad SLOPE VAULT FLOOR AT 2% TOWARD SUMP ° d d CONCRETE VAULT BASE d 14 67.8� ' 368.0' 0 APROX. 3 d ° ° d ° a ° d ° ° d a ° a °a a d SUBGRADE SHALL BE INSPECTED BY A LICENSED ENGINEERING GEOLOGIST OR PROFESSIONAL ENGINEER AT THE LOWEST EXCAVATED SUBGRADE ELEVATION FOLLOWING APPROVAL, 6" CRUSHED ROCK SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION IN THE PRESENCE OF THE GEOLOGIST OR ENGINEER, TYP. 2'-4" 9" T DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF VALVE VAULT, SEE DAVIT SLEEVE NOTES ACCESS HATCH HINGE SIDE, TYP. a so 6'-0" INTERNAL DIAMETER PRECAST CONCRETE WETWELL \ DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF WETWELL, \ SEE DAVIT SLEEVE NOTES � 1 g A I S03 8'-0" INTERNAL DIAMETER PRECAST CONCRETE WET WELL WET WELL LADDER G M03 128" DIAMETER PRECAST CONCRETE WET WELL TOP WITH BOTTOM BUTT JOINT PROPOSED LIFT STATION STRUCTURAL PLAN Y" = l'-0„ STRUCTURAL BACKFILL SHOULD BE PLACED AT OPTIMAL MOISTURE CONTENT IN 6" LOOSE LIFTS AND COMPACTED TO A FIRM AND UNYIELDING CONDITION AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D 1557), TYP. ASPHALT PAVEMENT AND SUBGRADE PER DWG NO. C05 d ° d d °dd d ° d � . COAT VAULT AND WET WELL PER SPECIFICATIONS 8'-0" INTERIOR DIAMETER PRECAST WET WELL. TOP RISER SHALL HAVE A TOP BUTT JOINT. FLYGT FIBERGLASS TOP BASIN 6'-0" INTERIOR DIAMETER PRECAST WET WELL A LIFT STATION STRUCTURAL ELEVATION S03 y" = l'-0' �r O INSTALL GASKET ON TOP FACE OF TOP RISER PRIOR TO PLACING TOP SLAB d ° a d n d 4 �d i5972�6 359.75' 0 d ° d GROUT FILL THE ANNULAR SPACE BETWEEN STRUCTURES ° dd ° dd �55�6' 355.75' Al ACCESS HATCH SCHEDULE NO. CLEAR OPENING NO. OF LEAVES RATING MOUNTING* SAFETY CHAIN** GASKET 0 48"x72" 2 H-20 BOLTS YES ODOR TIGHT 0 66"x42" 1 H-20 ANCHOR YES STANDARD ACCESS HATCH NOTES: * THE WET WELL ACCESS SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. THE VALVE VAULT ACCESS HATCHES 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 D M0) DAVIT SLEEVE NOTES: 1. PROVIDE CAP FOR EACH DAVIT SLEEVE. 2. CONFIRM FINAL LOCATION OF ALL DAVIT SLEEVES WITH CITY BEFORE INSTALLING. 5 I KUL I UKAL UbLIUUt NOT TO SCALE SUBGRADE SHALL BE INSPECTED BY A LICENSED ENGINEERING le ,1to] tole] 1�to] Sall :Zal9a&yIf] ►/.1III►lei 1:1: I : 1:7:40::IaXi]►1T1�01I EXCAVATED SUBGRADE ELEVATION FOLLOWING APPROVAL, 6" STRUCTURE BOTTOM ELEVATION BASED ON SUBMITTALS AND CITY CRUSHED ROCK SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION IN THE PRESENCE OF THE GEOLOGIST OR ENGINEER & (MEASURE -DOWN. SURVEYED ELEVATION OF 357.85' WAS INCORRECT. co c Ewa P0� S lip. F d o� � UN z(ZD ,n o 0 V ^ N Z Q; r� FEoc� co W� d53 Z_ a So Z8 Ww W 04 2 N N 3 P c\j m N 0 z z o a ~ Z Q O cn J Z � J W J J cc W W W LA.(3 �:J Oa �-LL oC w O Z cc UO Ja C� Q J � Q M I- 0 C) W �IQ co d M y C? Y m ti O Z O CD 0 M O U) c "' � Z O U U) O LLJ J Z U w Fn O W � z 5 U z w u F_ U U) Z O U rn rn � 0 o w CV N d ZO C 0 CV CV W a 0) 0) U Q Q w W 0 0 C) o CL N Q LL. U o Q� W Lu Lu W Lu 0-- SCALE- SHOWN oll ill2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S03 11 34 4" DISMANTLING JOINT (FLxFL) 4" GATE VALVE (FLxFL) 4" DI ECCENTRIC PLUG VALVE (FLxFL), W/ TURN OPERATION NUT TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE PIGGING PORT - M02 A PRESSURE GAUGE, _ M03 TYP. OF 4 H AIR RELEASE M02 ASSEMBLY 4" DI TEE (FLxFLxFL), TYP. OF 2 4" DI SPOOL, (FLxFL) 12" LENGTH 4" DI FLOW METER, (FLxFL) MF� 4" DI SPOOL (FLxFL), 8" LENGTH 4 DI WYE (FL), ORIENTED UPWARD 4" DI SPOOL, (FLxRJ), APPROX. LENGTH 10" M03 PIPE SUPPORT, TYP. OF 8 4" GATE VALVE (RJxRJ) 4" DI SPOOL (FLxRJ), APPROX. LENGTH 3'-10" 4" RESTRAINED FLANGE COUPLING ADAPTER FOR PVC, EQUAL TO ROMAC NOTE: LADDERS NOT SHOWN FOR CLARITY. E PIPE SUPPORT M03 NOTES B 4" DI SPOOL (FLxRJ), M01 APPROX. LENGTH 2'-7" V B M 01 21-011 1. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE SHALL BE COATED PER SPECIFICATIONS. 4" DI SPOOL (FLxFL), l'-0" LENGTH, TYP. OF 2 SUMP AND SUMP PUMP IN FOREGROUND 4" DI SPOOL (RJxRJ), \ Q APPROX. LENGTH 44!-� 15' 11 11 � 4" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 31-811 21-811 4" DI SPOOL (FLxPE) APPRex.4,4" LENGTH TO FIT °d ° ` ° ° °/ i a ° ° ° ° ° d ° 4" DI PI E, a APPROX. LENGT 1'-0", TYP. OF 2 da 4" DI SLEEVE (RJxRJ), TYP. OF i4 0 4" DI SPOOL (FLxPE) APPROX. 3!'' 3'-6" 01 LENGTH, TYP. OF 2 4" DISMANTLING JOINT, INSTALLED AT NOMINAL LAY LENGTH, TYP. OF 3 SUMP AND 4" DI 900 BEND (RJxRJ), TYP. OF 2 4" DI SPOOL (FLxRJ), APPROX. LENGTH 3'-4" PIPE AND FITTINGS AS - NECESSARY TO ROUTE SUMP PIPING TO WET WELL. 6'-0" INTERNAL DIAMETER PRECAST CONCRETE WETWELL ACCESS HATCH OUTLINE, TYP. VACTOR K SUCTION M02 PIPING SUMP PUMP PROPOSED LIFT STATION MECHANICAL PLAN Y " = 1'-0„ 2 4" DI SPOOL " (FLxPE)10'-4" LENGTH, TYP. OF 2 �1 �( FL x RJ ADAPTER, APPROX. LENGTH 6" 4"x3" DI ECCENTRIC REDUCER (FLxFL), TYP. OF 2 Q 3" DI SPOOL (FLxPE) l'-0" LENGTH, TYP. OF A MECHANICAL ELEVATION M01 Y" = 1'-0" d ° a ad d 1 373. i 3' 373.20' ra72-.4+' 372.48' 0 dAmil d a d d ° �d a° ° d ° d d Q INFLUENT PIPE 360.35' ; � 359-.519- / I I r'a' ° ad °a a Q 1 ... ° d ° d° ° d 4 ° d° a ° ° d a ° ° ° ° ° ° a d °° ° d ° °d d a ° 14 4 4 °°° a ° d ° M02 NOTE: LE SHOWN 372-85-' 372.95' Al VACTOR SUCTION PIF WET WELL PASSIVE VENT RECIRCULATION PIPING FIBERGLASS REINFORCED tmo PLASTIC ACCESS LADDER WITH LADDER SAFETY POST 4" DI TEE (FLxFLxFL) SUBMERSIBLE PL 4" DI SPOOL (FLxPE), APPROX. 6'-3" LENGTH SUBMERSIBLE PUMP, TYP. OF 2. INCLUDE MIX FLUSH VALVE ON ONE PUMP. GROUT FILL THE ANNULAR SPACE BETWEEN STRUCTURES A nnrnn I IATnI I / D V-711 LENGTH 10" LENGTH B VALVE VAULT MECHANICAL SECTION M01 Y" = 1'-0" IVILUMANIUAL UtSLIUM: NOT TO SCALE 4LVE L UN Zco V ^ CV Z o .� FE� co Wd - uj cn -� j Z .3 w w W= N N nl 3 �004 mN 0 Z Z 0 Q ~ Z Q O cry J z U. J W J J W W W �p �J Oo �U. � WO J � Q _ Z Q V _ uj Q �I c� 0 LU cn � Z o U OLu J off Z U w w Fn 0= � w Z W off. U W. Z 0 U rn CDw O GVco ZO ui GV w a m 0') S Q Q w W orf o 0 0 N ti Q u Q w z W W Lu SCALE: SHOWN oll 1 21, DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M01 12 34 2" PIPE, PROVIDE PIPE AND FITTINGS AS NECESSARY TO ROUTE TO THE WET WELL )NION 2" BRASS CAM AND GROOVE co FEMALE COUPLER X FEMALE }�,��� o NPT THREAD �` , - o' w� � F 2" THREADED BRASS BALL VALVE P�� �3�5 2" BRASS NIPPLE, LENGTH AS NECESSARY, TYP. OF 2 VC STAINLESS STEEL Mo3 PRESSURE GAUGE 4" BLIND FLANGE WITH 2" TAP a 2" COMBINATION AIR 4" DI SPOOL (FLxFL), VACUUM RELEASE VALVE 1'-0" LENGTH 2" STAINLESS STEEL UNION 2" STAINLESS STEEL GATE VALVE 2" STAINLESS STEEL NIPPLE, TYP. ADDLE TAP AIR RELEASE ASSEMBLY DETAIL H 1" = 1'-0" M01 NOTE: TOP SLAB NOT SHOWN 6"x6"x %"SST PLATE, TYP. OF 2 4" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL WALL :V0 %" ANGLE, TYP. OF 2 OBLIQUE PUMP RAIL CONNECTION BRACKET ACCESS HATCH PUMP RAIL 4" BOLT AND NUT, TYP. OF 4 8"x6"x%"SST PLATE, TYP. OF 4 PUMP RAIL CONNECTION DETAIL 34„ = 1'-0" M01 4" DI TEE PER PLAN 4" GATE VALVE (FLxFL) TE: SEE DWG NO. M01 FOR CONTINUATION 4" DI TEE (FLxFLxFL) -, TYP. OF 2 E M03 POLY PIGGING PORT DETAIL 1" = 1'-0" M01 8" PVC PIPE, APPROXIMATE LENGTH 13'-4" PROVIDE%" THICK, 3" WIDE NEOPRENE PAD BETWEEN STRAP AND PIPE 2" WIDE, %" THICK STAINLESS STEEL PIPE STRAP, BENT TO PIPE RADIUS, TYP. FRONT AND BACK 8" ALUMINUM FLAT FLANGE X 8" HOSE FITTING WITH MOUNTING HOLES. BOLT TO PVC PIPE. 1. ENSURE THAT PIPE INSTALLATION LOCATION IS ACCESSIBLE FOR CONNECTION TO VACTOR TRUCK WHEN ACCESS HATCH IS OPEN. LOCATION MUST NOT INTERFERE WITH LADDER ACCESS. 2. PROVIDE ALUMINUM WELD -ON CROWN AT LOWER END OF PVC. BOLT TO PVC. 3. ENSURE ALL BOLT HOLES ARE SEALED. 511 #5 EPDXY -COATED REBAR WITH 4" EMBEDMENT INTO WET WELL WALL AND 4" MIN HEIGHT SHOP -BENT TO 90° BEND 372.07' 2" WIDE, %" THICK STAINLESS STEEL PIPE STRAP, BENT TO PROVIDE CLEARANCE AS SHOWN VACTOR SUCTION PIPING AND SUPPORT K NOT TO SCALE M01 STAINLESS STEEL BOLT, MINIMUM %" DIAMETER, TYP. OF 4 BOLTED CONNECTION UN Zco ,n d V ^ CV Zo F0 Eoc� co W� dc/) z a So Z .3 w W = W= N N 3 F.N 0.' m N cn J a F_ W 0 J a U Z a V W 2 �IQ co M y o Y m 0 z m 0 0 N O LLJ � c ! 0' Z 0 U O i Z U w L` Fn O z U z w u U r o� U) Z O U rn rn � N o N w O CO N Lu a a� cn cr_ Q Q w w 00 C) o CL N Q O � S Q W w � j O w � SCALE: SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" M02 � 13 J/34 PRESSURE GAUGE, SEE SPECIFICA %" STAINLESS STEEL DIAPHRAGM SEAL %" STAINLESS STEEL 450 BEND. ORIENT SUCH THAT GAUGE FACE IS VISIBLE FROM ACCESS HATCH ABOVE. %" STAINLESS STEEL THREADED TAF NLESS STEEL NIPPLE ►.UIRED, TYP. OF 3 AINLESS STEEL TEE INLESS STEEL BALL TYP. OF 2 PRESSURE GAUGE A M01 NOT TO SCALE PROPOSED FORCE MAIN NOTE: * PIPE AND CONDUIT PENETRATIONS LESS THAN 4" SHALL BE GROUTED WATER TIGHT AT BOTH SIDES. * PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER THE DETAIL BELOW. *GRAVITY SEWER CONNECTIONS SHALL USE KOR-N-SEAL BOOTS. HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED 4" AND LARGER PIPE PROVIDE NPC WATERSTOP GROUTING RING OR APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT PIPE PENETRATION B NOT TO SCALE M01 %" SST SAFETY CHAIN WITH 4" SST CLEVIS HOOK & SAFETY LATCH E, 8" ALUMINUM SLEEVE, WITH END CAP, WELDED STIFFI 2" C 1%" 0 ALUMINUM PIPE, TYP. 2/" 0 SLE 1'- 2'-( 2" 0 ALUMIN NOTES: 1. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 2. SAFETY CHAINS SHALL COVER 2 SIDES OF HATCH OPENINGS. ACCESS HATCH FALL PROTECTION e NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDERS MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3, OSHA 1910.27 & IBC 2015 CONCRETE WALL/RISER BAR 2/"V2" BRACKETS T ALUMINUM LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB 21/2"X PUNCH TC —z— ACCESS HATCH LIMITS 18" 7" MIN. 12" 1" DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. PLAN VALVE VAULT ACCESS LADDER c NOT TO SCALE S03 ,LL BLY FOR HATCH CLEAR OPENING M.11 0 CONCRETE ICHOR, TYP. S"LX2"WX%" FB ANGLE %" O CONCRETE ANCHOR BOLT (TYP. OF 2) AS REQUIRI STANDON ADJUSTABLE PIPE SUPPORT co 2" 0 GALVANIZED G� ✓ a��` 00 Po" � STEEL PIPE w P. o z" O� (2) 5/8" 0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND VALVE VAULT FLOOR VERTICAL PIPE SUPPORT NOT TO SCALE ENTIRE LENGTH 4.25" DIA. 1/8" MIN. THICKNESS 1/8" MIN. THICKNESS 2" SQUARE 1" DIA SOLID METAL STOCK, LENGTH AS REQUIRED %" SET SCREW Y � 2.25" INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION Moe NOT TO SCALE HATCH CURB OPENING �a 12" M7" � d a d BILCO STAINLESS STEEL LADDER -UP OR dd EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ° d d 0 CONTRACTOR DESIGNED ° a FRP LADDER 12" 0 2 O a B d O d d d o d PROFILE WET WELL LADDER DETAIL G NOT TO SCALE S03 UN Zco ,n o V ^ CV zo 0 �� co W� dC3 Z � j Z8 �w w cll = N N i cv 3 h cv �m°N z Q 0 cry 1�► z u W ft"" � J W 00 � °C _z vo V J co LL Q �' ct M > o m ti Y 0 z m O c� 0 CV 0 0 z U O Lu J off Z U w w 75 � OLu w U z U rz Z 0 U rn ry o Lu O cV c6 cV w 0) U) cn Q Q > ua orf v¢i a co N ti L.L O Q w W Lu z W W (2z �I 0 o� z SCALE: SHOWN oll ill2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M03 14 34 02 00 •�y�s O� CAS 00 i� !T E- ti PROPOSED FORCE MAIN ACCESS MANHOL UCj NNN Z� �^ PER SPEe'ReAT'IEINS N W W U) Z 00 .� �� l \% zzz z�d� W U . U Q J Z8 �w Z J U WN i' W (L (1) 2 3 I N m N IT IS 0 Cn O LU CONTRACTOR PAVEMENT RESTORATION �► TO VERIFY PER DWG N0. C05 Z = W W J � 811 cc Uj O Lao (3 po a ° BACKFILL WITH CRUSHED ° d cc I. ROCK COMPACTED TO A ° UNIFORMLY DENSE AND Ella Z 4 DI BLIND d UNYIELDING CONDITION Z 11 ° ( O - FLANGE, 4 DI WYE,\7 ... ... . ........ U TYP. OF 2 TYP. OF 2 48" FLAT TOP PRECAST MANHOLE WITH J 11 JL LADDER AND 36 MANHOLE COVER SIMILAR TO Q 4" COUPLING, RENTON STANDARD DETAIL, DEPTH AS SHOWN LL W TYP. OF 2 d 41 EXISTING 4" PVC FORCE MAIN, TYP. ° PROVIDE MOUSEHOLE FOR PIPE, TYP. OF 2 O c d Z. ° • • SUITE 210 d ° d I 11 12 -18 4" DI SPOOL (FLxPE), V-5" Q W d cc APPROX. LENGTH, TYP. OF 2 �L_LfNrt - I z a c c c c c c c c c c c c a a - II a a a a 6 co M y � Y m PROVIDE CONCRETE SUPPORT 4" DI SPOOL (FLxFL), z UNDER WYE, TYP. OF 2 0'-6" LENGTH o PROVIDE CRUSHED ROCK COMPACTED EXISTING FORCE MAIN PLAN UNIFORMLY DEONSEAND 1" - 10 PROPOSED FORCE MAIN ACCESS MANHOLE UNYIELDING CONDITION o (n Cn 1" = 1x-0" 0 d Z O U OLLI Z U w L` V) O 1- z z U u3 Lu LU U L� MM � 1� in Z O rn U CD Lu N tti d O Ip Q N Lu a a3 l 75 Q Ij w 0 0 I_ o � CV Q CD LL � Q LU w � Z w O c3 s z w l SCALE- SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C07 15 34 lac 1�0'ig *�.�* l�T. a `%4'€ � Si ! Q' �'• '-_'ITIVTAL"'"�" _ ... .,.... _ ...-..._. NOTE. SEE 5/l,Ef sEluE.e CaF'r� EXISTING LIFT oN z4/s �F $/-A FOR New Side Sewers UT/G/TY LOCAT/ONS /N _)IT. Be Laid In STREET. r,-ZT-%) STATION LOCATION Sea .Sbsat /G STA 5r46 20�LT 6 Al AS-B ILT per Section 7-4' Construction Manual INSTALL (1,4° 45°BEND \ / RESTORE PAVEMENT (1) 4" 11 I/4• BEND) • Common Trenches - 24" Separation Wherever ossible (Typical, 10 \ 9 6 � CONCRETE BLOCKING for unicipal Public Works Construction i 973 APPROX. 9' " ; PER ROADWAY PATCH 2O3 Date «/�/8, ,. Y I ��'°��•/e° � RESTORATION DETAIL C05 STAO*10 2s'Lr 12 \ \ � � TE: ALT LAY N ROADS TO BE 1-1/2', CLASS•e'- _,.,=.•�•a s �� � �'_ IN ALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE ' PUMP STATION SEE DETAIL BELOW _ � •- / � .. _ / � 4F..C� ' � �� COr�NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. ,, zz _, .ice ., - r • __ 16 STA 0+15 5'LT EASTERN LIMIT pINSTALL (U4 90• BE � a � � �' _ 3•��O � � APPROX.�125 Cis --..,/, DATA CONCRETE BLtOCKI � / _��_ 1 OF SEAL COAT �--�---- 2 �tt 85 �v. �T��._ T 28 LF 8" PVC 12a 8 4 3704's ��i':a":Y -2.72' 330.9�� r4° 5 �ti .•7�'_.. ' .. \ �. T •D 6_ i 2_ 1b �C` 7� 9` 21 22 �3 24i T �• `. -$...g / �00,,�Ea��.x,�.,� 2D APPROX. 25 206' � DRAINAGE POND ' // Co :I 00 F •�y�s O� CAS Cv 00 ti LOCATION MAGNET INSTALL RFIE) MARKERS PER 10SPEe'ReAT'&lRESTORE PAVEMENT PER 203 U tv ROADWAY PATCH RESTORATION DETAIL C05 fWrL cn z co 9�t� o VN N Z0 +__OCATION MAGNET NE Edo, SEC. 20, T�WP 23 N.E 5 E, W. F W_<C",INSTALL \ 5b .3 °E Z 32'7ixse Plans Were Revised $y NOTE: ASPHALT OVERLAY ON ROADS TO BE 1-1l2% CLASS"B*- Barghausen Consulting Engineers, Inc., WVtJ RESTORE PAVEMENT PER In August Of ISS4 To Reflect TheINSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE STA 321S5 gdduian of side Sewers And Water Z 0JwROADWAY PATCH RESTORATION DETAIL CONNECT{pNS ARE MADE AND ROAD BASE CUTS ARE RESTORED• ae "B CONC. PIPESMeters For Serv'cing The Proposed V W - WNLots. AIt tlther laerprovements, N (V 3�3 h, N PC \ +•7D Except Where Noted On Sheet T of 17, A.,,..dv ` �' 3 m CV Reflect Design And As -Built Information _ N ,27 \ / ° �� �_ By Landmark Engineering Corporation.-6a New Side Sewers - \1 U �Ts �b To Be Laid In / - ;%aC•t."g IO30 ' Common Trenches - - - APPROX. 9 �pf •r 73. - 7r° e!`4 ' ! . i • 11 i : g { i X "37.93 31°!6' i3° ii7.06 91-E4' 4F..7� \ 24, Separation Wherev,r Iae , /may f9 r / Possl6fe (Typical) IG 26�{t7.77 30`SB'4 22 .t#f 174.90' za5t1` STA 32 f 0D 1 RT i it 3i•7o•i6 �a��" s3s.0a la.s. e9' Do.72' !�• - APPROX. 251 INSTALL I BEND ea, as CONCRET BLOC INS `lb� .. e APPROX. 96' 7 �4 scu. a0 i z.A+2 Ri i s' tie 9TA 33+t0.46 r z 8a ,sty 15; iE'„ �� /� APPROX. 180' STA 5-67.96 Exist. S.S. AH#�__-, , I A 7.05 �,,t14F 6 A v 5 - xrw cuL -sic O I.E. 41T.D0 (D,ssn I I r2�' $?�d STA 20* 7 ,-. "><•-� 4 €, _ Sra 2SM5 9 y 4 1 MOFtl C RV[ S3DE ssasc5 Al •• Rvr S,DE SEWtR3 AN 5 . MH48A I.E. 411-FD (e" in) ae x,rr �•1.,i 47'- p 0• '20, 10 LT Rim EI. 418.07 ` 2i' - �� _i" - � .,� ,r _� ^ .,,;,�f- s[ S[v[tan L IN L,.IR,.1 MH6 _ l FOR MAIN SHALL HAVE RIM EI. =415. 0 SLOW TTOM OF WATER _ :s• .,. 3,saem Ik=413.50 (BIN) `\ SI ! '--- raa 4346 ew — r MINIM I$" CLEARANCE IE=413.40I B"OUT7 - 297 L,F: • ]1 AIN. 7 �. "-",{{„�•_ :s.ss ar R,. �.. x e� ss R:, z . •/� ', :?Sr 1 �� _ • _se: ' S i `1 ` Z '.. Oq xmso ea• n[. .u[ ne rr u. \\ as \ if V� zn d0 I 4 0 ices iv i�. usc' GS \`: -- -- 3 _• - 1 a,d� 4.1, MHS . APPRtIOX. y W 1Y�r3L rD.Of3 __ �- �ri A ' i• �\ —I q.R G I I /8' f0 r M1 _ is.ss Y Ri. c1[,`QiT.-...93 O WSTALL �4" 90' 6S m6 RT �1 1� „S,t 41t3 rxai6 p �' „\ k 1CONCRETEBBBI-OCYOFIG �1 � !}� � �tl - — � PROPOSED FORCE MAIN to a9 •� ' Pi 3TA 26T 58.67 I ` LU San- Sew.. 8 \Z s "/ �• �a ,,�;, 7a as - e' B4 J �� ACCESS MANHOLE, ; 1+79, 5'J-1-r, "� t tb 17 78 1 w.ss :r u. LURimEfev.�W7,�7�� 1 vim. O `\ 1 i _� -y 1 12i ewes is ii: .E.=r42�99'�(8"•Out) !! 77 PC VtA2'J^0 .77� I{tcc L O 62 r 63---._ .. _ ....___....__.. ! �_ ' New Sewers 4 : PAVEMENT EbOlt - T r Mi75 To Be Laid In 4 eta 2J r7s Common Trenches - 1 - 1 At: O `7 '� 24" Separation Wherever 'rr^rA[ Zoe4r,o of qYs ; 1' � " = O a. 4(,�•� Pa OR/YEW et uS—BUILT per Section 7-4 Construction Manual a9, _ .sa K+V 74 \ �' Poll'Typical]„ 'T'vl ae aErE.p,Ls„vro ar au/casR 7 �e i - ,s•�r,_ 70 73 PT STA 244,29.1 . �� ea AT5.76I PVC :71 7a y: for Municipal Public Works Cor>Istruction 1973 I SMil4y •S f/6 SfWer ,.-A py Date.����"'/ r•Mr 155- Lit•. 8"PVC �� SCALE: €" • 50 F "'t+4.2 'Station 4/cn'1 ?d $` t`_ ¢ - AT 4.84 - PT STA 23•+09 O0 �',\� �`\ 'i I /6' © L.r yda D,rpr<h 4t et,p, z _ sa __.FN-- 2"1p®r Gate ✓4/re .2" Wafer Berme• -- ...-- _ !} _ — .... - 1 - - 1----------- ICE_— - t 4 _ F 1 -L. ide weP"� _ id N-T Of LU _- 1 _ f --._-'^_ - _..-._• .,_-..-.. -.. .__-. -:.._. _- --.. _ M'4 :- _. - - - - 4 STA . ..,W.. .... ..__, ..._. -T}� _ -- p .. ., .__. -._. .. '... _,.t —_ .w. .-.,_ _.- --_d }.-._. _L• -' r i -€ i I .�( , TT _ i- __+ _ - _ + V _ � I ..�,.. ._�' ..er,.: ..__ -,-3r - tti I :. 1 -.,. a+a 'I ����_ ._. _ _ :I:� - - - -"_ _., • • :_ ._.... _,_. .... _. ._ .. .., .-, V dS ((! .. _ ._ _ .... f - _ —I --- ,. 1' i Ji � LL f !� ti - FtAgtCED "Et _ I ...._.:.,,--.-... -.__. _.-. ..:. _. Ls. .iy .�, a. ..a __ - :..-: -,..:.-RIN"402.3 ..._. - IM'.B•.84� _ _ :..� _, : - :.17. j I _.y - i } . en �t {- t 40 f t- T -�--. ---., r:—. -.. �,_.. � LANDMARK ENGINEERING _, -1 x, \_' -, m CORPORATION YC fOl2- .0 is- f r - 4 v _ - fit. - �; a •r �95 1900 SO. PUGET DR., SUITE 210 LL w de Ta _ '59a Rini. L - '1 _ f 7w' r. i ?, eax .�, t RENTON,wASH. 98055 Q W .._. _-_._ - _ \ -..--- - -. -' .:,-. t - :" 1 _ :. - : t .1•i ;,...7`'R. {.__ - - S-. I - _ - J.- } .. n veB" _ i + F Qia -'a1.2_'WAT�7 tt_- -. W. 2A0 ' t a _. , .. _ i -. -- BELTERRA DEVELOPMENT CORPORATION- .._ 1 _._ .; _ _.. _ .. r .. I _ _ I. i 1 '.I RENTON WASH T t �i ..., . .. ... -t}.—._-. �. }_.�__ - - - f_. ---O IR -2�rJ♦ � --.. ., _ „ fF - iF ! , -�-- �I - �, - -- — —1 - 3 — -- - — - - �t — '... CEDAR RIDGE o d m s .i__ _ y ea 9 Do- �� - - j _ G� RESIDENTIAL PARK _, ban se.r MH I .. ! La + 1385 _ 1-1 t _I ._� STA — -L- SANITARY SEWER -_... -_ _.',Rim rill-429 1 „[` '- ..�-� ; ;. 1 - feH S, ,9 jr: I -'-.tt +illl •�--�- .-. ROAD Z --.....- .._ _GE _ I. s It1*, ut1 s .... r III . ._,. -. i .. i. }.... I. ..E. i C.,:..� - -. I E 8AST 390i0O- -... I 1 _ -. .. I r. 1 I ., OOP ROHD T� [}- . i �E-1f1EST t0 -i .t. 1 a. :T:. j. _ MH.4, SRT ...T•_ ARta WulAll t ._ r l I .. IE N TH3SI500 I �STA &+60':. � � 33+00 1 _ E WE. -3B51 t A3 3H ...._.... - __ _..- - _-..E.•9 350.-( , €NL. - ___. -._ l -. _ 1 „i _ u3 ' 2'RT - JOB NO. 80-003 t ..._.. _.._.. - +__.. _.. ._ Ee:4 :40'i- OtlT --'rT_ ._._. I st. S5. LlH NE1LL. I j y .. ..- .... ' I ..... i .. _.' 1' .. -- - - - DDEESIGNED: Gp O 5 ."_ -_ _•i�_. -�-^. .-.1 AIR. UD �- - '___ i -, T }} i 1 -y i ... t _ J�,_ r ....-_-.--.i_.:�._-_..__-, ._.---.:-... t:-_...-.� __._.,- 1....-. _.� --_�-- ... __� - +__•._,I•- _.,�_..._._ ...�� _�.__- _ _ ut1TH �378'-5...: ... E. 41.1.1D- 8 InY 'J -F-- ---.,L,_ IE-E1i57 37&.4 CHECItEO. �_WES SCALE: AS NOTED 0 -._._" - '. .. + l Rim E!C-4i8 7 $ .. j 1 1 + l _ { + _. -.. - - S - i - ._.:.fill=5r 37o.s ? DATE. AUG 80 SHT IB of 17 _ _...�::__ z i :oo. 0+00.1 , oo , " I• _- � ; oy _,— z7 oa � 2a oo �2s oo'_.-�.. _ i 30 ao too Via. ro U C EXISTING FORCE MAIN PLAN Ch o Z Uj O 1 " = 10 Uj U- (� o w � z z U w w LU U LL � I� Cn z O rn U rn IY CD LU co cal Lu a a� W Q lj co 0 0 o � CV Q a- U_ CD Y Q w � Z LLu o c3 Lu z � w SCALE- SHOWN 011 ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C08 16 34 AIR VALVE SITE PLAN EXISTING NORMALLY CLOSED 1" BALL VALVE CURRENTLY IN VERTICAL ORIENTATION. EXCAVATE CRUSHED ROCK AS NECESSARY TO ORIENT VALVE IN HORIZONTAL POSITION. DO NOT CREATE A HIGH POINT IN THE COPPER LINE. EXISTING METER BOX TO BE REMOVED AND RETURNED TO THE CITY REMOVE CRUSHED ROCK AND NATIVE MATERIAL AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS �X Zz l Jt EXISTING METER BOX AND VALVE NOT TO SCALE 1.5" PVC GOOSENECK PIPE PENETRATION B M03 6" i— 1.5" PVC UNION 6" MIN 2" MIN ip co E- AIR VAC WAS NOT INSTALLED DURING ORIGINAL FORCEP��6 �s MAIN CONSTRUCTION. EXISTING 1" TAP AND COPPER o ?y zs SERVICE WERE INSTALLED BY OTHERS IN ANTICIPATION OF AIR VAC INSTALLATION UNDER THIS CONTRACT. LOCATION SHOWN ON AS -BUILT PLAN IS APPROXIMATE. COORDINATE WITH CITY TO DETERMINE FINAL LOCATION._ EXISTING METER BOX WITH VALVE TO BE REMOVED AND REPLACED WITH AIR VALVE MANHOLE BACKFILL WITH CRUSHED ROCK. RESTORE SURFACE TO EXISTING OR BETTER CONDITION. 2" NIPPLE, TYP. OF 2 1" PVC UNION EXISTING STORM CULVERT, DO NOT MANHOLE DISTURB 1.5" DI PVC PIPE, 4"-611 LENGTH TO FIT, TYP. 2" ARI SHORT D-025 COMBINATION AIR VALVE, TYP. OF 2 1"x2" BUSHING, TYP. OF 2 _T APPROX. 1' 1" BALL VALVE, TYP. OF 2 EXISTING CULVERT, DO NOT DISTURB DO NOT DISTURB EXISTING PAVEMENT EXISTING COPPER LINE EXISTING PAVEMENT, DO NOT DISTURB COORDINATE WITH CITY EXISTING 1" COPPER LINE 6" CRUSHED ROCK LPROVIDE SUPPORT COMPACTED TO A FIRM AND EXISTING 1" 900 BALL VALVE UNYIELDING CONDITION FOR AIR VAC, TYP. TO BE NORMALLY OPEN 2" 900 BEND, TYP. OF 2 PROPOSED COMBINATION AIR VALVE MANHOLE ELEVATION 1" = 1'-0" (M PROPOSED AIR VALVE LOCATION PIPE AND FITTINGS SHP THREADED BRASS UNLI OTHERWISE NOTED. APPROX. 2' EXISTING 4" PVC FORCE MAIN WITH 1" TAP EXISTING SEWER FORCE MAIN 48" 0 PRECAST CONCRETE MANHOLE IA/ITLJ CI A-r-rnn 7AI4.7011 A('(`CL'L` I I I IF\L_r% L_L/ IVIrr LL PROPOSED COMBINATION AIR VALVE PIPING NOT TO SCALE EC fp 0) F d ole Z 0 ow W � J W Lift 0 0lz Waft V J co co 0 03 z 0 c� 0 M 0 LLJ c d Z O U OLLJ i Z U W L` Fn � O w � z 5; U z Lu W Of U Lu U) Z O C) a, 6' o W N N IZ o 6) N Lu U) Q Q � W 0 0 C N LL o Q w W Z! Lu w ¢ UN zco ,n o V ^ CV Zo F0 Eoc� co W� dc/) C9 j o Z8 -w W = W= NN � I.N 3 '4 0.' m N _ cn F_ z W 2 W 0 a 2 z _ Q W V cc 0 LL YI m z 0 a U W Q �I 0 01 z SCALE- SHOWN oll 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" M04 � 17 J/34 � q a, to 00 �� w ~ G`l ✓ 00 NOTE: AT THE DIRECTION OF THE CITY 201 AND PER THE SPECIFICATIONS, REPLACE CN¢w� �� w EXISTING DAMAGED PAVEMENT. o� UCj to to to Z co IItnf o CV W W In Z c; A � co WZF WdLL ZZZ w U rz o 1 UQ Z� W Z J U W C"! W 0.f0 23 ON m N W W ►I LU oC W 0 �o a z Z_ V J a 0 • • LL �' w Q d Ym O U O U 0off Z U w !� 75 OZ z z � U EXISTING FORCE MAIN PLAN WOf Z 1"=10 0 Of o LU CV N � O U N LU cV W a iC� � � Q LU W w � �' O a o rn C (V Q ti d U- O Y Q w � zW a Z W z W� SCALE: SHOWN 011 1 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C09 1 8 34 ---- - - _ . y� p1��+ f] p Pg p � gy �Vif ���`t a%i6s,:•ea9 , iSrF•.. r•6 �gi . AS —BUILT per Section 7-4 Construction Manual for Municipal Public Works Construction 1 J73 Date ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND — — RTM LKI SSRVS � q g ��DEVICES C D CIRCUIT BREAKER XXX/Y- CB SIZE & N0. OF POLES E ET -ELECTRONIC TRIP TM -THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SE - SERVICE ENTRANCE GFI - GROUND FAULT INTERRUPTER FUSE FUSED DISCONNECT SWITCH PLUG-IN CONNECTION RUN TIME METER MOTOR OPERATION COUNTER SSRVS - SOLID STATE REDUCED VOLTAGE STARTER VARIABLE FREQUENCY DRIVE MOTOR STARTER MOTOR STARTER W/ OPERATOR - - A HAND -OFF -AUTO B - OPERATIONAL COUNTER C - RUN TIME METER D -RUN LIGHT E - FAIL LIGHT SERVICE ENTRANCE, SWITCHGEAR, MOTOR CONTROL CENTER, OR PANELBOARD SURFACE MOUNTED PANELBOARD FLUSHED MOUNTED PANELBOARD NXX FIELD CONTROL STATION WITH NEMA REQUIREMENTS. Fe-1REQUIREMENTS. -NEMA 1 N3R - NEMA 3R N4 - NEMA 4 N4SS - NEMA 4 STAINLESS STEEL N4F - NEMA 4 FIBERGLASS N6 - NEMA 6 N12 -NEMA 12 GASKETED � EQUIPMENT MOUNTING STAND T HEATER, WATTAGE NOTED ® EQUIPMENT CONNECTION M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED O FLUORESCENT FIXTURE WALL/CEILING MOUNTED FIXTURE an EMERGENCY LIGHT WITH SELF ® CONTAINED BATTERY SURFACE OR PENDANT MOUNTED O FIXTURE RECESSED FIXTURE O MD MOTION DETECTOR PC PHOTO CONTROL CELL SPDT - SINGLE POLE DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE SINGLE THROW WP - WEATHER-PROOF GFI - GROUND FAULT INTERRUPT - P POWER C -CONTROL J - INSTRUMENTATION PC - POWER & CONTROL CJ - CONTROL & INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L. -NIGHT LIGHT AL. - ALUMINUM CU. - COPPER ODFSWITCH RRUNTIMEMETER TM OC OPERATION COUNTER MRIL MOTOR RUN INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET MOIL MOTOROVERLOADNDICATAONONIGHTHT INDICATOR LIGHT INDICATOR LIGHT A - AMBER G - GREEN B - BLUE R - RED C - CLEAR W - WHITE RELAY XYZ 123 RELAY TR -TIMED RELAY CR - CONTROL RELAY ✓ W H a \ z '� ° `f'41 �o q w w �b w �G� Pwr a 9 o we N4w� �o b UN N N Nco 04 W w (n z o A° co W z wFE _ a z z z z U a w z a � o z W N W N • W °' N = o N rY m N LIMIT SWITCH Q LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH O FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT TIME DELAY CONTACT NORMALLY OPEN O TIME TO CLOSE PUSHBUTTON PUSHBUTTON, NORMALLY CLOSED TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN PUSHBUTTON � � PUSHBUTTON, NORMALLY OPEN O O FIRE SYSTEM SYMBOLS 5H HEAT DETECTOR S SMOKE DETECTOR ❑D FIRE ALARM DISPATCH STROBE ALARM A❑ FIRE ALARM AUDIBLE/VISUAL ALARM � FIRE ALARM MANUAL PULL STATION INDICATE TYPE BY LETTER INSTRUMENT METER TIME DELAY CONTACT O TIME TIME DELAY CONTACT, NORMALLY OPEN, THERMOSTAT O THERMO SWITCH, NORMALLY OPEN V AH A -AMMETER VAR - VARMETER AH -AMPERE-HOUR VARH - VAR TER METER PF -POWER FACTOR W -WATTMETER V - VOLTMETER WH - WATTHOUR METER VA - VOLT AMMETER TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMOSTAT THERMO SWITCH, NORMALLY CLOSED 0_�7 RACEWAY LEGEND ADDITIONAL SYMBOLS 55 P5N LffCYND P PROPOSED POWER PROPOSED TELEPHONE TELM PROPOSED INSTRUMENTATION Fo PROPOSED FIBER OPTICS NUDIN6 OPFACIA �1' OLAN LfGENO 480 VOLT EXPOSED RACEWAY _ _ _ _ 480 VOLT WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY 120/208/240 VOLT EXPOSED RACEWAY _ _ 120/208/240V WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY CONTROL OR INSTRUMENTATION EXPOSED RACEWAY CONTROL OR INSTRUMENTATION, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY HOME RUN TO PANELBOARD OR AS INDICATED F - EMERGENCY STOP KIRK KEY INTERLOCK 5 POWER TRANSFORMER CONTROL POWER TRANSFORMER � TRANSFORMER CURRENT TRANSFORMER VOLTAGE TRANSFORMER T CAPACITOR ENGINE GENERATOR GENERATOR CONNECTION HP THREE PHASE MOTOR. HORSEPOWER AS NOTED SINGLE PHASE MOTOR. HP HORSEPOWER AS NOTED C� ELECTRICAL PLUG DISCONNECT SWITCH ❑� FUSED DISCONNECT SWITCH COMBINATION MOTOR STARTER LnSR AND DISCONNECT SWITCH Z 0 � Q O y F► L u. LV J W a�R � V OCONTACTOR cc z � 0 J Q Z W 0 W J J V V W J RELAY CONTACT, NC RELAY CONTACT, INSTANTANEOUS CHANGE RELAY CONTACT, NO FLOWSWITCH O FLOWSWITCH, NORMALLY OPEN SO SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL � DOORBELL PRESSURE SWITCH O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH FLOWSWITCH, NORMALLY CLOSED VALVE SYMBOLS PILOT VALVE SOLENOID 6 f_ VQVALVE CHECK VALVE VVV CONTROL VALVE PRESSURE SWITCH PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH I LADDER LOGIC LINETYPES COMPONENT INSTALLED INSIDE ENCLOSURE COMPONENT INSTALLED ON FRONT ENCLOSURE I 3 POLE SWITCH RECEPTACLES AND JUNCTION BOX SYMBOLS JO CEILING JUNCTION BOX --�J WALL JUNCTION BOX S IN I TB RECEPTACLE SOLID NEUTRAL TERMINAL BLOCK SURGE PROTECTION DEVICE ❑ FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GFI =GROUND FAULT INTERRUPTER DUPLEX CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS CALLOUT INDICATING CONDUIT SIZE, NUMBER Y" GRC, 2-#12 AND SIZE OF WIRE. FIELD CONNECTED COMPONENT • W PID FORMAT / SUPERSCRIPT r X=MEASURED OR INITIATING VARIABLE ### Y-READOUT OR FUNCTION XYZ Z=MODIFIER - ABC ABC=LOOP NUMBER INSTRUMDOUBLE BUBBLE ENT P&ID BUBBLE IDENTIFICATION CHART EXISTING FUNCTION 0 INSTRUMENT IDENTIFICATION BUBBLE o P o 0 SURGE PROTECTION DEVICE (ALTERNATIVE) ® 1 SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, CALLOUT INDICATING CONDUIT PER SCHEDULE XXX - ^ CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY ISA STANDARDS FOR P&ID co o Q W cc 0 FIELD MOUNTED DEVICE OR INSTRUMENT 1st LETTER (MEASURED 12nd LETTER (READOUTI 3rd LETTER OR INITIATING VARIABLE) I OR FUNCTION) I (MODIFIER) GROUNDING SYSTEM SYMBOLS Y GROUND A B ANALYSIS I ALARM I BURNER (BATTERY) I I (BACK) FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) METAL PIPE GROUND 5 KD RATING AS NOTED CLOCK C D E COMMUNICATION I CONTROL I CLOSED DENSITY (DELAY) VOLTAGE I I - - _ _ - - _ _- - _ _ - - _ _ � - _ _ - - _ ] CAPPED CONDUIT o - - BACK PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) � • O (� CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. TV , a TELEVISION TELEPHONE TELEPHONE/DATA WITH CABLE TELEPHONE DATA WITHOUT CABLE / F G H I J K L M N 0 P Q R S T U V W X Y Z FLOW I I FAIL (FLOW) GAS I I GREEN BULB HAND I MANUAL I HIGH CURRENT (INTRUSION) I INDICATE I POWER (EQUIPMENT) I I _ _ _ _ _ _ _ _I _ _ _ _ _ _ _ _ _ _ _ _ _ _ TIME CONTROL STATION I 1 LEVEL LIGHT LOW I I MOTION MIDDLE USERS CHOICE I I USERS CHOICE I I OPEN ________1_______________ PRESSURE I (PUMP) I (PRESSURE) QUANTITY (EVENT) 1 TOTALIZE RADIATION (REQ'D) I RECORD I RED BULB SPEED (SMOKE) I SWITCH I SOLENOID TEMPERATURE 1 TRANSMITTER 1 (TRANSMITTER) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MULTI VARIABLE I MULTI FUNCTION I VALVE I VISCOSITY (pH) I I WEIGHT 1 1 UNCLASSIFIED USERS CHOICE I RELAY (TRANSDUCER) I _ _ _ _ _ _ _ -I _ _ _ _ _ _ _ _ _ _ _ _ _ _ POSITION I I ONE -LINE DIAGRAM INFORMATION w z W u"cc o o J 4 J u g z W Z Z O _ W co o 0 0 ui off z o n 0 LLB o w orf ZO a co o EXISTING EQUIPMENT AND CONDUIT PROPOSED EQUIPMENT AND CONDUIT GROUNDING EQUIPMENT AND CONDUCTORS _ CONDUIT WIRING OR EQUIPMENT TO BE REMOVED (9c� FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LAB ROOM PANEL) OPERATOR INTERFACE DISPLAY (LOCAL PANEL) OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) SWITCH OUTLETS aO N LL 0 �' 6'olf N N Q �; 0 a ELECTRICAL SITE PLAN SYMBOLS S ® STANDARD SWITCH, 120VAC, 20 AMP S ® 3-WAY SWITCH, 120VAC, 20 AMP 3 3WAY 3-POSITION SWITCH, 120VAC, 20 AMP, S ® LABEL SWITCH POSITION HOA HOA HAND -OFF -MOTION OR PHOTO UTILITY POLE AND GUY WIRE HH MANHOLE OR HANDHOLE HH �P BURIED POWER VAULT OR MANHOLE �T TELEPHONE VAULT OR PEDESTAL �F FIBER OPTICS VAULT OR PEDESTAL GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. Q ti o W Lu z En � S SINGLE -POLE DEE DOUBLE -POLE S PILOT -LIGHTED P K KEY -OPERATED a o z 0-0 LUMINAIRE S 3 THREE WAY S LOW VOLTAGE LV 1 1 I I 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER SCALE: SHOWN S FOUR WAY S MASTER I I REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE o" I" DRAWING IS FULL SCALE WHEN BARMEA MEASURES 2" 2" 0 1]D PAD -MOUNT TRANSFORMER 4 S S OS DIMMER OCCUPANCY SENSOR M PUSHBUTTON I I I I I I I I ENGINEER. DWG SHEET 1O.: 34 EXISTING PAD MOUNT TRANSFORMER OUTSIDE MAIN SERVICE DISCONNECT Y, Y, 100/3 SE, TM I — — �� M I z EXISTINGT480/277 -VOLT T I r P2 PRIMARY SERVICE _ UTILITY 1 METER ELECTRICAL NOTES 1. SEE GROUNDING DETAIL, THIS SHEET. 2� 2. PROPOSED FUSING OR CIRCUIT BREAKER PER SPD MANUFACTURER'S RECOMMENDATION. 3� 3. 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. 4� 4. CONNECTION TO REINFORCEMENT GRID. SEE DWG NO. E06 FOR ADDITIONAL DETAIL. 5. SEE DWG NO E10 FOR CONTROL LOGIC DIAGRAM. XX 6. SEE DWG NO. E09 FOR CONDUIT AND CONDUCTOR SCHEDULE. 7. SEE DWG NO. E09 FOR ELECTRICAL EQUIPMENT SCHEDULE. SERVICE ENTRANCE CIrl^ KIK Ir^-r #6 M MANUALTRANSFER SWITCH, "MTS" GROUNDING NO SCALE AUTOMATIC TRANSFER SWITCH, "ATS" I ATS I I MTS p01 I P5 I I I 100/3 STANDBY GENERATOR TM I GROUND PER 40KW I N.E.C. CONCRETE REBAR MAT ECTION MOTOR CONTROL CENTER 480V, 3�, 4W, 42 KAIC WITHSTAND, 600A BUS 1A 1G 3A 1D 11, 2A 2F 3F I n I 100/3 TM l 2 � �30/2 TM ) TM TM POWER 480V METER N^VV 10KVA, 1 �, 3W PMR 240/120V 5% 5% O PHASE MONITOR _ REACTORS REACTORS SPD O RELAY I„L„ I 240/120V L_ _ 11 5% 5% REACTORS REACTORS FGND BUS GENERATOR RECEPTACLE INSIDE NEMA 4X SS POWER JUNCTION BOX MOUNTED INSIDE ENCLOSURE. ONE -LINE DIAGRAM NOT TO SCALE PROPOSED SEAL -OFF, TYPICAL I cP9 NEMA 4X SS INSTRUMENTATION AND CONTROL JUNCTION BOX MOUNTED INSIDE ENCLOSURE. JUNCTION BOX ENCLOSURE, SEE DETAIL ON DWG NO. E06 co )14 o O z O Q 0 v� uL Wftftft ac ►I W u (� 0cc _z 00 V J P10 �P11 PROVIDE GROUNDING BUSHING AS REQUIRED BY NEC AT END OF CONDUIT, TYP. io p Q 11 HP 11 HP WET WELL 0 N o a a z o WET WEAL- GLA551 DNlSION 1 AFEA LOAD CALCULATIONS 11 HORSEPOWER MOTOR (PUMP 1) 13A X 1.25 = 16.3 AMPS 11 HORSEPOWER MOTOR (PUMP 2) 13A X 1.00 = 13 AMPS LIGHTING TRANSFORMER (10KVA) 20.8A X 1.00 = 20.8 AMPS TOTAL 50.1 AMPS c� 0 N O U w U) J '^ � W V / ' Z O U 0 Lu ry Z 0 '''LL.in o w z � U z LU U rz cc � Z O U rn � O O Lu �O N N 00 N W rn U) Q > w � w � o a rn v¢i a co (V ti m CD o � W L z W W z WCc co w CQ UN zco ,n o V ^ CV Z ci r� FEoc� co W� dC z j Z8 Ww W c� 2 N N cv 3 h cv � mN 2 a a 0 W Z J W Z 0 J a V 0 W J W 'I m �I 0 o� z SCALE: SHOWN 01. r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E02 � Zo V34 STANDBY GENERATOR 18" CONC SD 18 CONC Sp I c o CONI / a SO _ a a a � 4 Q Q 4 d Q Q / a CA Q d d 4 Q G Ora g / a,+ i N erg„o�\N ' P SE T11 �� 8 C 8„ PVC SS 7 G — — � — 8„ Pvc — — —� c) PVG SS 4„ PVC FM FM — / $„ PVC ss FM — G G P G T1 � e 0 P z�' ELECTRICAL NOTES 1. EXISTING PRIMARY UNDERGROUND POWER SERVICE. DO NOT DISTURB. 2� 2. EXISTING PAD -MOUNT TRANSFORMER. PSE SHALL TERMINATE SECONDARY CONDUCTORS AT EXISTING TRANSFORMER. 3� 3. PROPOSED SECONDARY POWER SERVICE, P1 , BY CONTRACTOR. XX 4. SEE DWG NO. E09 FOR CONDUIT AND CONDUCTOR SCHEDULE. 5. SITE LIGHT, TYP. OF 2. SEE DWG NO. E07 FOR DETAIL. XX XX 6. CENTERLINE OF CONDUITS SHOWN. 1E I I / 'x� I x x ELECTRICAL SITE PLAN 1"=10' 3 ELECTRICAL BUILDING co G� ✓ Q) ' W g 00 P. UN Zco ,n d � V ^ CV Zo w F oc� co W� d� C9 j o Z8 Ww W c� 2 N N3 �0C14 mN zJ RJ2 O P13 L Q z O c/ Q za 9 _ 8 �LI J W 0 ac U I A ft 0 P18 . 1 O 0 J V0` x � V x s_ J 377 VALVE VAULT Q J w JUNCTION BOX � \ ENCLOSURE W 1 WETWELL 0 + 0 0 o 0 z m 0 c� 0 M 0 U w U) W v ' Z 0 U O ry Z ''' in o w z � U z LU U rz c Z 0 U Lu N N oS _M CV W U) Q a Lu w � 0 0 v¢i a co (V ti m O o o W L z W W Cc �I W W 'I m �I SCALE: SHOWN Oil Ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E03 21 34 INTAKE LOUVER ACTUATOR, 120V, 1�, "LA-1" TELEMETRY PANEL, "RTU" TELEMETRY ANTENNA, SEE DWG NO. E07 FOR DETAIL. FLOW METER TRANSMITTER F____m_ "MTS" "ATS" P5 "RTU" �r CC8�­� STANDBY GENERATOR, SEE DWG NO. E08 FOR DETAILS. LIGHTING PANELBOARD,1", LOCATED THIS SECTION INTRUSION DISABLE H✓ KEY SWITCH MAIN SERVICE DISCONNECT BOLLARDS, TYP. TO SWITCH, SEE THIS SHEET FOR CONTINUATION _, _f"'� P17 ELECTRICAL BUILDING AUTOMATIC TRANSFER SWITCH, "ATS" GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS" EXHAUST VENTILATOR AND LOUVER, 120V, 1�, "EF-1" AND "LA-2" UTILITY METER TO FLOW METER TRANSMITTER 1 I I 1 CONTINUES TO UTILITY TRANSFORMER, SEE ELECTRICAL SITE PLAN HATCH OUTLINE, TYP. POWER DISTRIBUTION AND SIGNAL PLAN 1/2" = 1'-0" ELECTRICAL NOTES XX 1. SEE DWG NO. E09 FOR CONDUIT AND CONDUCTOR SCHEDULES. 2. SEE DWG NO. E09 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 3. GROUND ROD PER N.E.C. (TYPICAL), TYP OF 2. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL. 4� 4. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL. A# 1 5. SEE DWG NO. E09 FOR LIGHTING FIXTURE SCHEDULE. 7. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABELS SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 8. 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. 9. ALL EQUIPMENT LOCATED INSIDE CLASS 1, DIVISION 1 AND CLASS 1, DIVISION 2 AREAS SHALL BE HAZARDOUS LOCATION RATED. INSTALL SEAL -OFFS AS REQUIRED BY THE N.E.C. INSTALL INTRINSICALLY SAFE JUNCTION BOXES, CONNECTORS, AND RELAYS AS REQUIRED BY THE N.E.C. FOR INSTRUMENTATION AND DEVICES LOCATED IN HAZARDOUS AREAS. TO SWITCH, SEE THIS SHEET FOR CONTINUATION DEDICATED SUMP PUMP RECEPTACLE VALVE VAULT JUNCTION BOX ENCLOSURE LIGHTING, RECEPTACLE, AND GROUNDING PLAN v WET WELL 1 /2" = 1'-0" TO SITE LIGHTS o �wad �� 00 F 0 N Wv ti UN Zco ,n o V ^ CV Zo w FEoc� co W� d� Jo Z8 Ww W c� 2 N N� N 3 1_cv �m°N z 0 Q J W cc c.� J co o Y m 0 z m 0 c� 0 C) 0 0 w U) J /� 0 � W I Z 0 U U) 0 LLJ J w0 LL.Fn 0 � w � z 0 z w LLLu U ri MM F_ 1� U) z 0 0 a� 0 o w N (V ZO o cli w a U) Q Q w W 0 0 C) o CL co W N Q m O 0 W 0Lu z W W 0-- SCALE: SHOWN oll 1" 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" E04 � 22 J/34 o� ^ 02 'n wa W < F a O� Lnc) co co 00 to i� cy) F �e6 ti co MOTOR CONTROL CENTER, "MCC" WITH DEPTH EQUAL U N TO 20" rY z co ,n o �V} ^ CV W W N Z Op A 5'-0" MAX w z w � co _ Lu U�lz o 1 z_j w W N =JU Wc1 W O fA N 3 FN NAMEPLATE �m°N 1 2 3 0 0 o z cn RUN-TIME METER -B o Q OPERATION COUNTER DISCONNECT SWITCH -C W -D O y VFD DISPLAY 0 0 0 � � o � �LLJ E W wftm J � �W Z 0 -F w PUMP EMERGENCY 0 0Lift (3 STOP LIGHT 0 EMERGENCY STOP - o � J PUMP OVERTEMP LIGHT O BUTTON 071-611 cc PUMP SEAL FAIL LIGHT • 0 -I"I ► Z �o �o vo 0 V 0 -I J Z PUMP RUN LIGHT Q O o o -U C� PUMP FAIL LIGHT -K O -L ~ O i� TYPICAL VFD PANEL DETAIL EQUIPMENT PAD, SEE NOT TO SCALE DWG NO. S02 DETAIL. cc co Q W Y m 0 z MOTOR CONTROL CENTER LAYOUT A E04 0 Lo 0 U U) w /� J 0 � W Z O I Z U LLJ J O w o � w z z U uy LL, U rz MM 1� U) z O a� U rn � o w C14 N O 06 Q rn cli w a cm cm U) � Q Q w w 0 0 O N Q O CL W � Z W O c3 s z w � SCALE: SHOWN 011 1. 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E05 23 34 MCC CONTROL DEVICES MCC SECTION NAMEPLATE SCHEDULE 1A MCC DISCONNECT 1D POWER MONITOR 1G SPD 11 LIGHTING TRANSFORMER 2A LIGHTING PANELBOARD "L" 2F PUMP N0. 1, P-1 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP EMERGENCY STOP ELAPSED TIME (HOURS) START COUNTS 3A PHASE FAIL RELAY 3D HVAC CONTROL PANEL HAND OFF AUTO EF-1 RUN 3F PUMP N0.2, P-2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP EMERGENCY STOP ELAPSED TIME (HOURS) START COUNTS POWER TERMINAL BLOCKS, TYPICAL POWER JUNCTION BO. NEMA 4X SS ENCLOSURE, 12" DEEP. SECURE TO EXTERIOR PANEL. GROMMETED CABLE FITTING, TYPICAL. SEE DETAIL THIS SHEET. POWER CABLE WITH CONDUCTORS INSIDE OVERALL JACKET (MANUFACTURER CABLE) CADWELD TYPE TA. CADWELD CABLE r^ CABLE TEE CONNECT PE EXPLOSION -PROOF SEAL FITTING) INSTRUMENTATION AND CONTROL TERMINAL ;AL AS STRUMENTATION AND ONTROL JUNCTION BOX. NEMA 4X SS ENCLOSURE, 12" DEEP. SECURE TO EXTERIOR PANEL. GROMMETED CABLE FITTING, TYPICAL. SEE DETAIL THIS SHEET. EXTERIOR JUNCTION BOX OUTLINE )M EXPLOSION -PROOF SEAL FITTING) JUNCTION BOX ENCLOSURE IN I tKIUK tLtVA I IUN Ur. I All. NOT TO SCALE CADWELD TYPE RR. CADWELD END ^"n' r- r^ UPPER REBAR CO #6 COPPER CONDUCTOR GROUND TEE DETAIL NOT TO SCALE CADWELD TYPE ^^ #6 COPPER CONDUCTOR CADWELD CABLE TO GROUND ROD CONNECTION. 5/8" X 8' COPPER GROUND ROD. GROUND TEE DETAIL NOT TO SCALE SECURE TO CONCRETE PAD WITH 1/2" SST CONCRETE ANCHORS, TYP. EMBED 3" MIN. #5 @ 12" O.C, EW, CENTER IN SLAB 6" MIN CRUSHED BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. #6 COPPER CONDUCTOR GROUND REBAR DETAIL NOT TO SCALE CADWELD TYPE XA. nA MIA'ELD CABLE TO CABLE 5 CONNECTION. #6 COPPER CONDUCTOR (TYPICAL) GROUND CROSS DETAIL NOT TO SCALE GROUNDING CONNECTION DETAILS NOT TO SCALE JUNCTION BOX ENCLOSURE EXTERIOR ELEVATION DETAIL n^ninnrrr nOVER. GROUND ROD DETAIL NOT TO SCALE ROUND ROD PROTECTOR 13" dEIGHT WITH COVER. PIPE & 12R-12T, OR EQUAL. HOFFMAN NEMA 1 SS ENCLOSURE, 20" DEEP. KEY LOCK HANDLE STUD MOUNTED SS GRATING ON FRONT AND SIDES OF EXTERIOR PANEL ENCLOSURE CABLI NECESSA TER TERMINATION BOX ENCLOSURE CABLE FROM WET WE NATIVE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR UNDISTURBED NATIVE SOIL PROPOSED TERMINAL BLOCK WITHIN JUNCTION BOX ENCLOSURE FIELD WIRE CONNECTIONS GRIP (CGB), SIZE BLE DIAMETER CABLE TRANSITION DETAIL (TYPICAL' NOT TO SCALE 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 (TYP) ry ' - O / o..' . o..''o 911 LU co •o.' •o.' •o..o.....o.' •o..o.' •o..o.....o.' •o..'o. \ i \ o.o.'o.o.o.o.o.'o.o.o.o.o.' 00 N \ , 0 COVER OVER 6 311 \\ M HIGHEST CONDUIT IN 311 TRENCH \ O C SAND BEDDING MATERIAL PER ER GROUND ROD. \ 3„ WSDOT SPECIFICATION 9-03.13 MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND BOTTOM OF DEEPEST CONDUIT SIZE VARY AS PER SITE PLAN. MAINTAIN INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. co 0 0 S E" d r� � o�6 z Q 0 c� Z W ftfta J cc W 0 ►Z V 0 C� J 0 0 � Z �J Q4V + c� 0 co 0 U w co J /� cn W 6 v Z O U O ui J w � o (_n w 0 z � U z W LVLu co U ri MM 1c co z 0 U a'? fl� _rn W O CV N c N N W cm co Q > W 00 � o � N 0 o � W ul =w c� s wLu UN Z� ,n o V ^ N zo F0 C"! co W� dC3 j ZR Ww Wc.'i =N C4 N 3 h cv � mN cn J a W 0 J Q v cc H V W J W >I m �I 0 of z SCALE: SHOWN oll r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E06 24 34 NOTE: CONTRACTOR SHALL COORDINATE WITH BEST ACCESS COMPANY (KENT, WA) FOR DETAILS ON PROVIDING A CORE SYSTEM THAT MEETS RENTON STANDAR^" DISABLE KEY SWITCH SHALL BE BEST MODEL NO. 1W7BINT WITH CONSTRUCTION CORE. NO SUBSTITUTION. SECURE SWITCH TO HOFFMAN ENCLOSURE WITH A MINIMUM OF (1) NO. 10 SHEET METAL SCREW EACH CORNER. SELECTED CORE SHALL ALLOW FOR KEY TO BE REMOVED IN THE OPEN OR CLOSED POSITION. INTRUSION DISABLE SWITCH BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE LIMIT SWITCH NO SCALE CHECK VALVE LIMIT SWITCH DETAIL NOT TO SCALE ANTENNA FEED LINE TELEMETRY ANTENNA, POSITIONED 20' ABOVE GRADE. CONTRACTOR SHALL COORDINATE 1%" GALVANIZED RIGID WITH OWNER ON STEEL x 12" LONG DIRECTION TO POINT MALLEABLE IRON OR STEEL ANTENNA. REDUCER FLASHING 2" GRS TO TO "RTU" WEATHER HEAD WITH CORD GRIP BUSHING 2" RIGID GALVANIZED STEEL - "U" CLAMP CONDUIT'IT" FITTING EXTERIOR CMU WALL "U" CLAMP; FASTEN TO CMU WALL AND PROVIDE BLOCKING AS REQUIRED #6 BARE COPPER GROUND TO GROUNDING SYSTEM. BLOCKING ANTENNA INSTALLATION DETAIL NOT TO SCALE" 4" X 1/4" STAINLESS STEEL PLATE. WELDED TO WET WELL ACCESS LID FRAME. WET WELL ROOF SPACE FOR FUTURE FLOAT u u u HIGH LEVEL PUMP START FLOAT, 5-0" ABOVE WET WELL FLOOR LOW LEVEL PUMP STOP FLOAT, V-6" ABOVE WET WELL FLOOR ACCESS HATCH LID PROVIDE A HOOK AT EACH FLOAT CONNECTION TO MOUNTING BRACKET FOR ADJUSTING FLOAT HEIGHT EMERGENCY PUMP STOP FLOAT, V-0" ABOVE WET WELL FLOOR FLOAT MOUNTING DETAIL PROVIDE ---nILI r�ri irr WELD BRACKET TO STAINLESS STEEL ANGLE (TYPICAL) 2" SCH 80 PVC WYE FITTING TRANSDU C� 2"xl/4" STAINLESS ST SUPP( 4" Ox2" PIPE CLAMP (TYPIC CONTRACTOR SH PROVIDE A MINIMUM C PIPE CLAMPS SPA( EQUALLY ALONG THE LEN( OF 2" PIPE FOR SUPPC 1/2" 0 STAINLESS STEEL BOLT AND NUT (TYPICAL). LEVELTRANSDU( NOT TO SCALE WET WELL DETAIL NOT TO SCALE SURFACE MOUNTED J-BOX. SO CORD CONNECTOR (TYPICAL). SO TYPE CORD. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE CLAMPS SPACED EQUALLY APART. LIQUID LEVEL SWITCH. SET TO SWITCH WITH 1/2" OF FLOOR. VAULT FLOOD SWITCH DETAIL NOTE: FLOAT ELEVATIONS FIELD ADJUSTED PER ENGINEER AT STARTUP SST UNISTRUT, SPAN ACROSS A%/Ail ADi r cnAnr ini WETWELL. MOUNT ACKET. 3/8" 0 SST EYE BOLT, NUT, AND ANCHOR CARABINER SIZED TO IFTING CABLE WET WELL PASSIVE VENT VIDE STRAIN RELIEF, IBERGLASS REINFORCED 'LASTIC ACCESS LADDER VITH SAF-T-CLIMB MP CABLES, TYP. 2" PIPE AP (TYPICAL) 80 PVC PIPE. NOT TO SCALE INTRUSION SWITCH. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. BUILDING INTRUSION SWITCH DETAIL NOT TO SCALE SEE DWG NO. E09 FOR LIGHTING FIXTURE SCHEDULE HANDHOLE GROUND LUG #6 AWG COPPER GROUND CONDUCTOR 6 _ rI AIIC1 LJrn nAnr 5'-0" I I I 1 1 1 1 1 1 I 1 1 I 2'-0" GROUND ROD 4" SQUARE x 20'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. ANCHOR BOLTS. INSTALL PER POLE MANUFACTURER'S INSTRUCTIONS LIGHT POLE BASE PLATE. GROUT BASE PLATE WITH NON -SHRINK GROUT AND SILICONE CAULK AT EDGE. 24" DIAMETER CONCRETE CYLINDER FOR ANCHORING STEEL POLE. 45° T CHAMFER AROUND EDGE. 24" M I N CONDUIT AS SHOWN ON SITE PLAN (6) #4 VERT EVENLY SPACED #4 HOOPS @ 12" O.C. OUTDOOR SITE LIGHT DETAIL NOT TO SCALE co 0 w co .19 S �w Cn cc�o N4w���� o� z O P Q O co W cc J W Lift OD Z C� O V J ?cn co M 0 0 z m 0 c� 0 ti 0 U w co J /� � Ly 1 v � V/ Z 0 U 0 uj J w o � w w LL Lu co U ri MM 1c (n z 0 '-'-' N N a a 0 o N W cm U) Q Q W 0 0 o N [Y] O o � o � W CD wLu UN zco ,n o V ^ CV Zo w co w� dC3 z �r jo Z .3 w W= w=N C4 1. N 3 � 004 mN cn J a W J a V V W J W >I m z 0 a U W �I 0 o� z SCALE: SHOWN 011 r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E07 25 34 o ^ 02 'n wa W < E- a 0 �4w���o w co EG CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSHBUTTON, AND CIRCUIT BREAKERS THIS END. co 00 w 10 OZ r� o ti n BOLLARD AND BOLLARD 601 U N _ 2'-0" TYP. FOOTING, TYP. SO4 N I Zdcs cs n WZo w �� coWWdvWi ZZuUZ �Z WN WW W 23 ON �mN O GENERATOR WITH SOUND ATTENUATED ENCLOSURE cn O cf J 4'-0" MIN. EG CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSHBUTTON, AND Z LL Q CIRCUIT BREAKERS THIS END. LV ftfta cc UJ Lift (3 J W OD � � O ► Z Q SECURE GENERATOR AND FUEL V O TANK PAD WITH 112" CONCRETE W ANCHORS OR APPROVED DUAL -WALL SUB BASE FUEL J Z EQUAL. EMBED MAX 3" IN Q W CONCRETE, TYP. OF 4. TANK 4'-0" TYP. MIN 6" CRUSHED SURFACING CONCRETE PAD COMPACTED TO FIRM AND UNYIELDING CONDITION Top • II 7" 81f � W Q W co o Y m 0 z m 0 STRUCTURAL FILL COMPACTED #5 @ 12" O.C. EW, T&B TO 95% MAX DRY DENSITY PER c� MODIFIED PROCTOR. o GENERATOR WITH SOUND o ATTENUATED ENCLOSURE - 13'-8" " `� w o J cn 0 o Z 0 J O wLLJ (� 0 2-0 TYP. W GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW z > CONCRETE PAD W � z co a0 0 o w N N � ZO GENERATOR AND FUEL TANK PLAN Lu o �cm Q Q W w Q 0 0 w N Q O W � Z w O c3 s z w � SCALE: SHOWN oll r 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E08 26 T734 o� ^ co Lo wa W < F a co a i� F z '� N4w���o o� zs UN mmcn ZQ, F o 0 �� N wwm zo w 2 w� w acn zzz z w W j Cl w, Z U WvwN w n. m cv N _� o^ rr�mN cn Z Q W 0 y J 13 LV � W �J = W Lift (3 ftaft � J Q Z V V O �.i cc J � Q U W J W = W Q W cc co Y m 0 z 0 c� 0 00 0 U co w J �/� � * NUMBER OF LAMPS PER FIXTURE o Z o Oui w o � w z z � U W W U rzLu MY Ili co z 0 a� U of N N w � 0 � O N N w a U Q Q w W o 0 o N Q 0 o o � W z w o z 'w z w ¢ SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E09 27P34 ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. O SERVICE ENTRANCE DISCONNECT SWITCH -NEMA 4X HDL 36100 WITH STAINLESS STEEL, HEAVY DUTY SERVICE RATED, 100-AMP, 480 SQUARED ENCLOSURE OR EQUAL VOLT, 18,000 AMP INTERRUPTING RATING. © FLOWMETER -WITH REMOTE TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS © GENERATOR RECEPTACLE - 100A, 480 VOLT, 4-POLE, 3-WIRE, MODEL ADR1034 W/ THREADED CAP, WEATHER PROOF. APPLETON MODEL AJA100 ANGEL ADAPTER OR EQUAL p� MANUAL TRANSFER SWITCH -NEMA 1, DOUBLE THROW, MODEL DTU363 OR NON -FUSED SAFETY SWITCH, 600V, 100-AMP. SQUARED EQUAL 0 FLOAT SWITCH SEE SPECIFICATIONS SEE SPECIFICATIONS 0 LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS © CHECK VALVE LIMIT SWITCHES -CONTRACTOR SHALL SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ALLEN-BRADLEY HAZARDOUS LOCATION CONFIGURATION. SWITCH SHALL BE A HAZARDOUS LOCATION 802XR SERIES SEALED SWITCH RATED FOR CLASS 1 DIVISION 1 LOCATIONS. O KEYSWITCH -WEATHERPROOF ENCLOSURE, MOUNT 4' ABOVE FINISHED GRADE. CONTRACTOR SHALL COORDINATE WITH 1W7-B2-626 BEST ACCESS COMPANY (KENT, WA) TO PROVIDE CORE TO BEST NO SUBSTITUTE MEET CITY OF RENTON STANDARDS. 0 SMOKE DETECTOR -PHOTOELECTRIC, 24 VDC POWERED SYSTEMS SENSOR 4WTAR-B OR WITH LOCAL AND AUDIBLE ALARM SIGNAL AND CONTACTS EQUAL FOR REMOTE ANNUNCIATION THROUGH FOUR WIRE CONNECTION TO RTU. FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 L 0 VAULT OMEGA MODEL EQUAOR © WALL MOUNTED COOLING THERMOSTAT - 120VAC, SNAP T775A2009/U ACTION, SPDT LINE VOLTAGE AIR SWITCH CONTROLLER. HONEYWELL OR EQUAL RANGE: -30° - 100°F, SET AT 75°F. MOUNT 4 FEET ABOVE FINISHED FLOOR. O INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HEAVY DUTY TYPE C, ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED CLASS 9007 OR CONFIGURATION. WIRE SWITCHES IN SERIES. EQUAL NO ELECTRICAL SPACE HEATER - 240 VAC, 1 �, 3KW, WITH 24 MUH0321 OR VOLT CONTROL TRANSFORMER. MOUNT BOTTOM OF QMARK EQUAL HEATER 6'- 6" ABOVE FINISHED FLOOR. © WALL MOUNTED HEATING THERMOSTAT - 24V, SPST, RANGE: TH6110D1005/U 400 - 90°F, SET AT 60°F, MOUNT 4 FEET ABOVE FINISHED FLOOR. HONEYWELL OR EQUAL ® INTRUSION ALARM SWITCH -CONTRACTOR SHALL SELECT HAZARDOUS ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ALLEN-BRADLEY LOCATION 802XR CONFIGURATION. SWITCH SHALL BE A HAZARDOUS LOCATION SERIES SEALED SWITCH RATED FOR CLASS 1 DIVISION 1 LOCATIONS. LIGHTING FIXTURE SCHEDULE MANUFACTURER LAMP LAMP CATALOG TYPE DESCRIPTION NAME MANUFACTURER CATALOG NO. QTY. NO REMARKS LED LIGHT FIXTURE, 120 VAC, 4'-4" LONG, 45 WATT, 60,000 HOUR LED, HIGH EFFICIENCY DRIVER, HIGH -IMPACT INTEGRATED Al ACRYLIC LENS, MOLDED FIBERGLASS HOUSING, CEILING LITHONIA FEM L48 6000LM IMAFL 1 LED MOUNTED, U.L. LISTED FOR WET LOCATIONS. LED OUTDOOR AREA LIGHT - (1)-27W 10C LED. 700mA, 5000K COLOR TEMPERATURE, 120VAC, MOUNT BOTTOM OF DSXW1 LED 10C 700 50K T3M 120 INTEGRATED A2 FIXTURE 1'-0" ABOVE DOOR, U.L. LISTED FOR WET LITHONIA DDBXD 1 LED LOCATIONS. LED POLE MOUNTED LIGHT - (1)-140W 80C LED. 530mA, 5000K COLOR TEMPERATURE 120VAC, WITH FUSE PROTECTION, PROVIDE FIXTURE WITH BRACKETRY TO LIGHT - DSX2 LED P1 50K TFTM PROVIDE WITH A3 MOUNT TO LIGHT POLE. PROVIDE FIXTURE WITH LITHONIA 120 SPA SF DDBXD NIA 140 WATT PHOTOCELL INTEGRATED PHOTOCELL CONTROL. U.L. LISTED FOR WET POLE - SSS 20 4C DDB OR EQUAL CONTROLLER LOCATIONS., 20FT HOT -ROLLED CARBON STEEL POLE. PANEL SCHEDULE L N0. L LOCATION: MCC SERVING: LIFT STATION 1 3 5 7 9 11 13 15 17 2 4 6 8 10 12 14 16 18 240/120 60 AMP VOLTS 3 WIRE MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLE 0.18 20 20 0.36 INDOOR RECEPTACLES VALVE VAULT SUMP PUMP RECEPTACLE 1.92 20 20 0.03 EXTERIOR BUILDING LIGHTING INDOOR BUILDING LIGHTING 0.09 20 20 0.50 HVAC CONTROL PANEL BUILDING HEATER 3.00 20 20 0.50 TELEMETRY PANEL 2P 20 20 0.60 GENERATOR BATTERY CHARGER SITE LIGHTS 0.28 20 20 1.18 GENERATOR COOLANT HEATER SPARE - 20 20 - SPARE SPARE - 20 20 - SPARE SPACE - - - - SPACE CONNECTION LOAD: 8.64 KVA 36.00 AMPS DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 8.14 KVA 33.92 AMPS POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES �P� UTILITY TRANSFORMER MAIN SERVICE DISCONNECT SWITCH 1 1/4" (3) - #3, (1) -#3 N P2 MAIN SERVICE DISCONNECT SWITCH UTILITY METER 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P3 UTILITY METER AUTOMATIC TRANSFER SWITCH "ATS" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P4 AUTOMATIC TRANSFER SWITCH "ATS" MOTOR CONTROL CENTER "MCC" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P5 STANDBY GENERATOR MANUAL TRANSFER SWITCH "MTS" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P6 GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH "MTS" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P7 MANUAL TRANSFER SWITCH "MTS" AUTOMATIC TRANSFER SWITCH "ATS" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRID P8 MOTOR CONTROL CENTER "MCC" JUNCTION BOX ENCLOSURE 1" (3) - #10, (1) - #10 GRID, (5) - #14 P9 MOTOR CONTROL CENTER "MCC" JUNCTION BOX ENCLOSURE 1" (3) - #10, (1) - #10 GIRD, (5) - #14 INCREASE CONDUIT SIZE AS NECESSARY P10 JUNCTION BOX ENCLOSURE PUMP 1 2" MANUFACTURER'S CABLES BASED ON MANUFACTURERS RECOMMENDATIONS INCREASE CONDUIT SIZE AS NECESSARY P11 JUNCTION BOX ENCLOSURE PUMP 2 2" MANUFACTURER'S CABLES BASED ON MANUFACTURERS RECOMMENDATIONS �1� LIGHTING PANEL, "L" BUILDING HEATER 3/4" (2) - #12, (1) - #12 GRID P13 LIGHTING PANEL, "L" DEDICATED SUMP PUMP RECEPTACLE 1" (2) - #12, (1) - #12 GRID P14 LIGHTING PANEL, "L" STANDBY GENERATOR 1" (4) - #12, (1) - #12 GRID BOCK HEATER AND BATTERY CHARGER MOTOR CONTROL CENTER, "MCC" INTAKE LOUVER ACTUATOR, "LA-1"' 3/4" (2) - #12, (1) - #12 GIRD �P1� MOTOR CONTROL CENTER, "MCC" EXHAUST VENTILATOR, "EF-1" 3/4" (2) - #12, (1) - #12 GRID P17 LIGHTING PANEL, "L" NORTH SITE LIGHT 1" (2) - #12, (1) - #12 GRID P18 LIGHTING PANEL, "L" SOUTH SITE LIGHT 1" (2) - #12, (1) - #12 GIRD P19 LIGHTING PANEL, "L" TELEMETRY PANEL, "RTU" 3/4" (2) - #12, (1) - #12 GRID CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C1 HEATING THERMOSTAT BUILDING HEATER 3/4" (2) - #14, (1) - #14 GIRD C2 TELEMETRY PANEL, "RTU" VAULT JUNCTION BOX 1" (10) - #14, (1) - #14 GRID C3 VAULT JUNCTION BOX INTRUSION AND CHECK VALVE SWITCHES 3/4" (8) - #14, (1) - #14 GRID �� VAULT JUNCTION BOX FLOOD SWITCH 3/4" (2) - #14, (1) - #14 GIRD ,C5 TELEMETRY PANEL, "RTU" BUILDING INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRID �6 TELEMETRY PANEL, "RTU" JUNCTION BOX ENCLOSURE 1" (6) - #14, (1) - #14 GRID C7 JUNCTION BOX ENCLOSURE FLOAT SWITCHES 2" (3) MANUFACTURER'S CABLES C8 AUTOMATIC TRANSFER SWITCH "ATS" STANDBY GENERATOR 1" (3) - #14, (1) - #14 GIRD C9 TELEMETRY PANEL, "RTU" STANDBY GENERATOR 3/4" (8) - #14, (1) - #14 GRID C10 TELEMETRY PANEL, "RTU" AUTOMATIC TRANSFER SWITCH "ATS" 3/4" (2) - #14, (1) - #14 GRID C11 TELEMETRY PANEL, "RTU" INTRUSION DISABLE SWITCH 3/4" (2) - #14, (1) - #14 GIRD ,C12 COOLING THERMOSTAT MOTOR CONTROL CENTER "MCC" 3/4" (4) - #14, (1) - #14 GRID C13 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER "MCC" 1 1/4" (30) - #14, (1) - #14 GRID C14 TELEMETRY PANEL, "RTU" SMOKE DETECTOR 3/4" (4) - #14, (1) - #14 GRID INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES �J� - - TELEMETRY PANEL, "RTU" FLOW METER TRANSMITTER 1» (1) 2-CONDUCTOR SHIELDED CABLE, (6) - #14, (1) - #14 GIRD J2 FLOW METER TRANSMITTER VAULT JUNCTION BOX (2) 1 1/2" MANUFACTURER'S CABLES J3 VAULT JUNCTION BOX FLOW METER (2) 1 1/2" MANUFACTURER'S CABLES J4 TELEMETRY PANEL, "RTU" JUNCTION BOX ENCLOSURE 1" (1) 2-CONDUCTOR SHIELDED CABLE _J5 JUNCTION BOX ENCLOSURE LEVEL TRANSMITTER 1" MANUFACTURER'S CABLE J6 TELEMETRY PANEL, "RTU" ANTENNA 2" (1) COAXIAL CABLE � J7 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER "MCC" 2" (4) 2-CONDUCTOR SHIELDED CABLES, (3) CAT 5E SHIELDED ETHERNET CABLES 480V, 3 PHASE CB 4 4 4 I VARIABLE FREQUENCY DRIVE I LOAD F REACTORS VARIABLE FREQUENCY DRIVE EQUIPMENT IN MOTOR CONTROL CENTER, SEE SPECIFICATIONS 480 VAC TO 120 VAC, 10, CPT SIEMENS 3RN1012-1CK00 RELAY, OR EQUAL WARRICK SERIES 17, MODEL i PUMP MOIS IUKE PKOHE 17A1 GO INTRINSICALLY j i i FROM MOTOR SAFE RELAY, OR EQUAL I I I I I I I I I I I I I I I I I I I I I I CR 1 CR 2 CR 3 CR 4 I I I I I I I I I I L �- RTU I I I I I I I I I I 4-20mA 4-20mA PUMP RUN PUMP PUMP PUMP SPEED SPEED OVERTEMP SEAL FAIL FAIL CONTROL INDICATION DIAGRAM 1: PUMP TYPICAL NO SCALE "EMERGENCY STOP" PUMP RUNNING "ELAPSED TIME (HOURS)" "START COUNTS" "PUMP RUNNING" "PUMP FAULT" PUMP FAULT ETHERNET CONNECTION, SEE DWG NO. E13 FOR COMMUNICATIONS DIAGRAM ------------ PUMP OVERTEMP ALARM "PUMP OVERTEMP I ALARM LIGHT" I I I I I I I I I I I I PUMP SEAL FAIL ALARM I I "PUMP SEAL FAIL I ALARM LIGHT" I I I I I I I I I I I I I Y� L HVAC CONTROL PANEL, LOCATED IN MOTOR CONTROL CENTER CR1 � 0A EXHAUST VENTILATOR, "EF-1" / / / i -- M INTAKE LOUVER, "LA-1" / i COOLING SYSTEM CALL "EF-1 RUN" DIAGRAM 2: HVAC CONTROL PANEL NO SCALE 120V ON NUMBER OF FIXTURES VARY DEPENDING ON HANDSWITCH OFF CIRCUIT. AUTO F PHOTOCELL PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL SHALL J CONTROL LIGHTS IN AUTO POSITION. DIAGRAM 3: BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Al VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. / SMOKE RTU DETECTOR I � 24V +D------ - - - - - - - - - - - - - - - - (1) +IN I 24V- - - - - - - -- 1 I (2) +OUT I I - - - - - - - - - - - - - E] (3) IN/OUT I SMOKE +�----------------------� (4) A ALARM -- - - - - - - - - - - - - - - - - - -- -0 (5 ) A I \ - - -- / DIAGRAM 4: BUILDING SMOKE DETECTOR CIRCUIT NO SCALE J co Q ` PW , 9 a� � P. 0 CNN ti CQ 0 Q Oy Z W- � J W Lift r V 00 �: cc Iftft z 00 0 J LL a 00 a o Off 0 0 CD 0 co 0 U w U) J ^ 02 w I V' / Z 0 U 0 z � w in 00 � w � U z Lu W U � LA. Z 0 U rn rn � Lu N N N N Lu U) Q a Lu w � 0 0 v¢i a co N m O 0 W Lu z W W Cc UN Zco V ^ CV ZO FN O oc� co w� dC3 (7 j o Z8 j w= =N N � P c\j 3 '4 � mN T cn a 0 a �I W W >I m zI SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E 10 28 34 TELEMETRY PANEL "HIGH LEVEL FLOAT" "HIGH LEVEL LIGHT" "LOW LEVEL FLOAT" "LOW LEVEL LIGHT" "EMERGENCY STOP FLOAT" "EMERGENCY PUMP REQUIRED LIGHT" BACKUP FLOAT PUMP CALL LATCHING CIRCUIT BACKUP FLOAT PUMP CALL LATCHING CIRCUIT BACKUP FLOAT PUMP CALL RUN TIME DELAY. LAG PUMP REQUIRED BACKUP LEAD PUMP SELECTION CR M1 CR M2 I I I I I _ _ I _ I IT I _ �I I I � PUMCA N0. 1 � � PUMP0. 2 CALL DIAGRAM 5: BACK-UP FLOAT AND PUMP CONTROL NO SCALE PUMP NO. 1 CALL PUMP NO. 2 CALL PUMP NO. 1 RUN PUMP NO. 2 RUN "PUMP NO. 1 RUN LIGHT" "PUMP NO. 2 RUN LIGHT" PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE 01 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. UN Zco ,n d � V ^ CV ZO FO N oc� co W� d53 (7 j o Z8 -w W= 2N N� �.N 3 '14 � mN z O N Z Q � I 0 y a z � W- a cc J _ UJ 0 � � V 0�: 0 cc a Eft z 0 00 J C� J J 0 ZE Z 0 I Dio r I . I U a 00 a Mo off m 0 z I c� co 0 00 0 U U) w '^ J V/ OR o Z 0 U Z 0 off w LL.v) o w Q � U z W. off cn 0 I olf 0 o w N N ZO W CIS N N W a U Q a ,> W w of o 0 0 c (V m O o o � W z z W z w Cc SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: El 1 29 34 o� ^ 02 'n wa W < F a 0� Lnr) co 00 co i� !T F �e6 ti co 3'-0" MAX. 12" DEEP NEMA 12 ENCLOSURE U N cn u cn Z co (- 04 NAMEPLATE w w (n z g wzF wP La co FALCON RIDGE LIFT STATION z z w a z z TELEMETRY PANEL z � u w� = o • wIcn =� oN �" 3 m N OPERATORINTERFACE z 0 D 0 0 Z LL. J DOOR HANDLE LV J cc LL, 0 PUMP 1 PUMP 2 Uft(3 00 a RUN FAIL RUN FAIL � J � 00 00 • -z W C.)o Z 4'-0" MAX. V a LEAD PUMP HAND OFF AUTO PUMP 1 PUMP 2 HAND OFF AUTO 1 D ALARM HIGH LEVEL LOW LEVEL eMLaGLMcr PUMP RESET LAMP TEST LL W W 00 cr- 0 z m 0 0 0 U c/) J Q WARNING o Z Lr- o 120 VAC J U-1 KEEP OUT w u- WARNING LABEL W � U W W AN co L� Z FALCON RIDGE LIFT STATION PANEL DOOR LAYOUT CD CD U-1 NOT TO SCALE 06 N N o cn cm c/) a Q Q w W 0 0 o � N Q O W � z W o s z z w w ¢ SCALE: SHOWN PANEL:DRAWING:SMAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE01 VOLUANUALS FOR AN ACCURATE REPRESENTATION OF 1" 2"THE CD INSTALLED CONTROL PANEL. DRAwiNGisFu«SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E 12 30 Z3, 120P 120 VAC 1 PH 60HZ 120N 20A GND O 1CB / 20A 4 J L1 L2 24P L LINE SURGE N N1 L PROTECTOR N N2 2CB L2 3CB DOOR SWITCH L3 4CB L4 5CB THERMOSTAT 6CB L6 7CB L7 8CB �- L8 AC POWER FAIL �CR � 0 LIGHT SPARE SPARE POWER SUPPLY 24VDC + DC IN UPS 24 VDC + DC OUT CB BAT O +BATTERY 12V BATTERY DCIN�: DC OUT BATTERY PANEL HEATER 9CB 24P1 + DC IN POWER SUPPLY DC IN - + DC OUT 24VDC TO 24VDC DC OUT- 1 OCB 24P2 �� \ COMPACTLOGIX 1769-1-18ER 11CB 24P3 — \ ETHERNET SWITCH 12CB 24P4 OPERATOR INTERFACE 13CB 24P5 ETHERNET RADIO 14CB D 24P6 PLC INPUTS/OUTPUTS 15CB D � 24P7 BACKUP FLOATS 16CB RESET 24P8 � 0 SMOKE DETECTOR 17CB 24P9 FLOWMETER TRANSMITTER 18CB 24P10 SPARE 19CB 24P11 SPARE POWER LAYOUT NOT TO SCALE OVA N3 N4 N5 N6 N7 24N COMPACTLOGIX 5370 L1 PLC BASE, COMMUNICATIONS LAYOUT NOT TO SCALE PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE 01 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. co Q ` PW ' a� 9H � � > �z Z" UN Z00 ,^ o � V CV zO FO E '� c/5 wP aC U jo za j W cv w 2 N N� N 2� O� N cn Z z 0 Q 0 �► y Z � LL. D W J cc Lu Lift 0 D 00 C.)0 cc 0 00 Z Z Q V J Q W 0 a . 0 + 00 Y 0 z co O c� 0 0 U co w J ^ w V' / Lr— Z Z O U U) 0 Lu Lu Z w LL.u) o w U z W U rz Z O U rn rn Lu N N ZO 06 0 o N cV w a U Q a w o LU 0 0 N Q m O W L Lu z W W Cc SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E13 31 34 ALLEN BRADLEY 1769-L18ER-BB1 B� 24VDC INPUTS 24P6 16 PTS B~ `o 0 w r V. 00 ..z O� CR PF IN 0 �b AC CONTROL POWER FAIL FTB TB ALLEN-BRADLEYCQ 1769-L18ER-BB1 B 24 VDC OUTPUTS 16 PTS MASTER ALARM LIGHT CR DPF IN 1 ON FRONT PANEL DC CONTROL POWER FAIL TB TB OUT 0 q, 41 R co 00 TO "PUSH TO TEST" z UPS FAIL IN 2 (SEE DWG E11) w DC UPS FAIL ALARM FTB TB PUMP NO. 1 FAIL LIGHT o0 `Z OUT 1 � R UPS LOW BAT IN 3 TO "PUSH TO TEST" DC UPS LOW BATTERY TB TB SEE DWG E11 ( ) U N (n U) cn co PUMP NO. 2 FAIL LIGHT o 0 OUT 2 wwN z Qs DC UPS BUFFERING IN 4 R Z Z Z w P 4 CLLf DC UPS BUFFERING TB TB TO "PUSH TO TEST" z w u Q - z (SEE DWG E11) � . Z w N W N � = W 0. In N N 2� O � PUSHBUTTON OUT 3 TB LOW LEVEL LIGHT m N IN 5 CR CR1 ALARM RESET TB TB 1 T 6 CONNECTIONS— OUT 4 TB r —FIELD � CR CR2 HIGH LEVEL LIGHT FUSE INTRUSION SWITCH IN 6 2 TB Z BUILDING INTRUSION 1 /4A TB TB OUT 5 CR TB Pic PUMP N0. 1 CALL -Waft P1C T 6 z Q O FUSE SMOKE ALARM IN 7 OUT 6 CR TB y SMOKE ALARM TB TB P2C P2C TB PUMP NO. 2 CALL z u 1 /4A OUTCR TB J a V CR7 SPARE ac W 7 TB uft r R D COM O 0 O V cc C3 L FUSE — IN 8 z z S STATION FLOOD TB ISR STATION FLOOD TB COM � 0 Q 1/4A J OUT8 CR TB Q CR8 SPARE � a CR HH 8 TB IN 9 HIGH WET WELL LEVEL FLOAT TB TB OUT9 0 CR LL IN 10 OUT 10 LOW WET WELL LEVEL FLOAT TB TB OUT 11 0 CR ES IN 11 Q W EMERGENCY STOP FLOAT TB TB OUT 12 0 00 o Y m PUMP RUN (CR 5) IN 12 PUMP NO. 1 RUN TB TB OUT 13 0 z Co FIELD CONNECTIONS FUSE PUMP FAIL IN 13 OUT 14 PUMP NO. 1 FAIL 1/4A TB L— TB OUT "' J '/� � M w — — 15 o Z O o Lu PUMP IN HAND IN 14 in off Z o PUMP NO. 1 IN HAND TB TB COM W ? W U W. of � Z O rn rn O of PUMP IN AUTO IN 15 COM CV N ui o PUMP NO. 1 IN AUTO TB TBui o U COMPACTLOGIX 5370 L1 ¢ a w of Co Q BASE UNIT 0 0 V v¢i a Z W N ti Q O m O Vuj W � uj COMPACTLOGIX 5370 L1 DIGITAL OUTPUTS BASE UNIT L W BASE UNIT � SCALE NOT TO SCALE: SHOWN DIGITAL INPUTS, BASE UNIT PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE oil Ill 211 NOT TO SCALE Q1 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF DRAWING IS FULL SCALE WHEN THE CONSTRUCTED AND INSTALLED CONTROL PANEL. BAR MEASURES 2" DWG NO.: SHEET NO.: E 14 32 Z34_ PUMP NO. 1 OVERTEMPERATURE PUMP NO. 1 SEAL FAIL PUMP NO.1 CHECK VALVE OPEN PUMP NO. 2 RUN PUMP NO. 2 FAIL PUMP NO. 2 IN HAND PUMP NO. 2 IN AUTO PUMP NO. 2 OVERTEMPERATURE 24P6 DIGITAL INPUTS, SLOT 1 NOT TO SCALE 24VDC INPUTS 177A-1QP 24VDC INPUTS 1737-IB8 24P6 Al I F"K1 PDAN w 24VDC INPUTS 1734-IB8 24P6 ALLEN BRADLEY GENERATOR WARNING GENERATOR FAILURE GENERATOR RUNNING GENERATOR LOW FUEL VALVE VAULT INTRUSION SWITCH 1 VALVE VAULT INTRUSION SWITCH 2 SPARE SPARE 24P6 2 DIGITAL INPUTS, SLOT 3 NOT TO SCALE FUSE F - - - - - 7 PUMP SEAL FAIL IN 0 FUSE SP PUMP NO. 2 SEAL FAIL TB TB SPARE 4 1 FTB 1/4A 1/4A PUMP NO. 2 FUSE IN 1 CHECK VALVE OPEN TB ISR CHECK VALVE OPEN TB FUSE SP 1/4A SPARE 4 TB 1/4A INTRUSION DISABLE FUSE INTRUSION DISABLE IN 2 FUSE SP KEYSWITCH TB TB SPARE TB 1/4A 1/4A FUSE PHASE FAIL IN 3 FUSE SP PHASE FAIL 41 TB TB SPARE 411 TB 1/4A 1/4A FUSE FLOW TOTALIZER IN 4 FUSE SP FLOW TOTALIZER TB TB SPARE TB 1/4A 1/4A FUSE FLOW DIRECTION IN 5 FUSE SP FLOW DIRECTION TB TB SPARE TB 1/4A 1/4A FUSE ATS POWER OFFLINE IN 6 FUSE SP ATS POWER OFFLINE I ITB SPARE 4 1 1/4A 1/4A FUSE RAIN GAUGE IN 7 FUSE SP RAIN GAUGE FTB & SPARE TB 1/4A L SLOT 2 1/4A 24P6 24P6 DIGITAL INPUTS, SLOT 2 NOT TO SCALE DIGITAL INPUTS, SLOT 4 NOT TO SCALE 24VDC INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS co Q ` Pw \ 00 ti CQ UN Z co �N Z 0�� lwzc-L co WrW Q cry U . WcvwR N�=N 2� O, � 3 m cNv N Z 0 O Z Z Q � 0 Lu u. ► WJ D a cc W Lift v D 0o p ct 0 Eft z Z VO a J Q D a Z LL. Q w W cc 00 o Y m 0 z o c� 0 U w J w ^ V' / � 02 Z 0 U z 0 off w � o z w z � Lu � U U rz z 0 rn rn U o CV O N LL ZO W N 00 CV 0 Lu U a Q a I> co w orf o 0 0 v¢i c) a W N ti Q m O W zW � a o 4 W SCALE: SHOWN PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE oil Ill 211 Al VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF DRAWING IS FULL SCALE WHEN THE CONSTRUCTED AND INSTALLED CONTROL PANEL. BAR MEASURES 2" DWG NO.: SHEET NO.: E 15 33 34 CQ G� ✓ C\2 a� � H_ (o �z A CQ UN to to GO Z co 24P6 24N 24P6 w W (n z o INTRINSIC CURRENT LOOP FIELD CONNECTIONS SAFETY BARRIER INPUT ISOLATOR �� � wzF wP a� F F-1 ANALOG INPUTS 24N ANALOG OUTPUTS 24P6 u a w z o� Q FUSE 1734-IE4C 1734-OE4C . z U w N W ALLEN BRADLEY r N TB ALLEN BRADLEY 4 PTS w N m° N 1 /4A 4 PTS WET WELL LEVEL LEVEL TRANSMITTER IN 0 FIELD CONNECTIONS OUT 0 0 + TB C4 M GND PUMP1 SPEED COMMAND FUSE VFD GND 0 IN 1 + - TB 0 Z 1/8A � FUSE Fc TB GND z 1/4A IN 2 = 0 EFFLUENT FLOW FLOW METER �► + F- TB OUT 1 1 z = IN 3 VFD C 5 W J a PUMP 1 SPEED GND GND COMMAND FUSE uj + E TB _ = 1/8A COM 4 E � 0 FUSE TB GND Q PUMP 1 SPEED FEEDBACK VFD COM 5 OUT 2 2 (J O Q + - TB C 5 J Q D GND GND TB Z GND 1 FUSE TB CHAS OUT 3 3 PUMP 2 SPEED 1/4A GND 6 GND FEEDBACK VFD + - TB CHAS TB V 6 GND 7 � GND w L GND GND Q SLOT 5 = GND CHAS GND 24P6 24N 24P6 GND o Y m SLOT 6 = 24N 24P6 z o ANALOG INPUTS, SLOT 5 NOT TO SCALE ANALOG OUTPUTS, SLOT 6 NOT TO SCALE � 02 w Z O � U Z 0 off w in w zLu Lzy Lu z � U rz Z O rn rn U o O LL 04 N ZO W 0 N CV W a U Q a ,> co w orf o 0 0 c) v¢i a W co (V Q ti m O W � zW a zW z W� SCALE: SHOWN PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE oil I 211 Al VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF DRAWING IS FULL SCALE WHEN THE CONSTRUCTED AND INSTALLED CONTROL PANEL. BAR MEASURES 2" DWG NO.: SHEET NO.: E 16 34 34