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HomeMy WebLinkAboutzS-3939SetPROJECT LOCATION MAP 0 .- -F �f 1- 1-. jr! = 4 co rN w rN _w r , 19 W ! ��J J J J J �I�J Pik :r! oLO PROJECT SITE 0 -r e - NOW 0 - ` ■ - lip' - or $�\A - 1 j _ R�0 - ORS w% 4�% .s SITE ADDRESS: 2471 SE 8TH PL, RENTON, WA 98055 PROJECT VICINITY MAP CEDAR 1VE PARS( 900 CEDAR RIVER - _ NATURAL ZONE { PROJECT LOCATION Renton KING c� �o WASH ! N T N S PUGET DR SE i I C�O)N �?Ir�G�- �� ILe Te��T� !:ZAin 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 iiiiiiiiiiiiiiiiiiiiiillillillillillillilI E. - L. 111111c: 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 G01 3 EXISTING SITE PLAN C01 4 PROPOSED OVERALL SITE PLAN CO2 5 PROPOSED SITE PLAN CO3 6 CIVIL DETAILS I C05 7 CIVIL DETAILS II C06 8 ELECTRICAL BUILDING S01 9 STRUCTURAL DETAILS I S02 10 STRUCTURAL DETAILS II SO4 11 STRUCTURAL WETWELL PLAN AND PROFILE S03 12 MECHANICAL WETWELL PLAN AND PROFILE M01 13 MECHANICAL DETAILS I M02 14 MECHANICAL DETAILS II M03 15 FORCE MAIN IMPROVEMENTS I C07 16 FORCE MAIN IMPROVEMENTS II C08 17 FORCE MAIN IMPROVEMENTS III M04 18 FORCE MAIN IMPROVEMENTS IV C09 19 ELECTRICAL LEGEND E01 20 ELECTRICAL ONE -LINE DIAGRAM E02 21 ELECTRICAL SITE PLAN E03 22 ELECTRICAL PLAN E04 23 MOTOR CONTROL CENTER DETAILS E05 24 ELECTRICAL DETAILS I E06 25 ELECTRICAL DETAILS II E07 26 GENERATOR DETAILS E08 27 ELECTRICAL SCHEDULES E09 28 CONTROL LOGIC DIAGRAMS 1 E10 29 CONTROL LOGIC DIAGRAMS 2 El 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 El � Pw m cD 0 0 0 0 Of ZZ 0 0 O Lu J w LL z Cn 0 � 0 z z w J LL, Lu Of U U) 0 0 rn Of 00 0 Lu O CV 00 0 CV Lu 0) U) Q Lu Of Lu w 0 0 CV ti L.L O Q w W Ea co I"% UL0 Z� r n, CNJ o 0 V N Zo � W� W d Wci) Z � Z W c'i W N =�O� �i: mN I= Lu 0 cm) Lu cc ml 0 U W 0 L 0 W � SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: cov 34 GENERAL NOTES TESC GENERAL NOTES ABANDONMENT 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. 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 i{ FLANGE x PLAIN END (FLxPE) PIPE MEASURED FROM FACE OF f7i FLANGE TO CENTER OF FITTING. PIPE LENGTH PLAIN END x PLAIN END (PExPE) PIPE MEASURED FROM CENTER OF -ir7 FITTING TO CENTER OF FITTING. PIPE LENGTH RESTRAINED JOINT x RESTRAINED JOINT (RJxRJ) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF f7i 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 FASTING c ALL0u Tpp POINTS TEES: BENDS: FLANGES:00, REDUCERS: VALVES: MR 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. ASAND CUSHION PER WSDOT9-03.13 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 TEMPORARY BENCHMARK: 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 01 046'53" 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 DAVID EVANS & ASSOCIATES RECORDING NUMBER 20121107900007 co I"% coo �, a 00441 Lo co co N,�w� �► ° ~ A o UC-4 zco r~ o 0 V � N zo w�� � W d � z z� W WN = N 04 _ ~O � �i: mN L�J J a o� uj z uj C� 0 o w 0 cn � 6 Z 0-) � OLu J - z CnLu o W J Lu U 1 z 0 w 00 o CV o 0 o N Lu w 0 0 co CV U 0 o W W Ea W W Lu W cc ml of z SCALE: SHOWN Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G01 2 173�4 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. 3� DO NOT BLOCK GATE. WHILE LIFT STATION IS IN OPERATION, CITY MUST HAVE FULL ACCESS TO EXISTING LIFT STATION AT ALL TIMES. 4� DO NOT BLOCK ACCESS TO HOUSE AND DRIVEWAY FROM SE 8TH PL. 5� PROVIDE TEMPORARY FENCE ON EAST SIDE OF EXISTING PUMP STATION WHEN EXISTING FENCE HAS BEEN REMOVED BUT EXISTING FACILITY IS STILL OPERATIONAL. 6 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. 7� PROTECT EXISTING MONUMENT DURING PAVING. IF THE MONUMENT IS DISTURBED OR DAMAGED, RESTORE THE MONUMENT AS OUTLINED IN THE SPECIFICATIONS. i 0100000 Co LUO P. SURVEY CONTROL POINT AMW / �- �5� / #203, ELEV=364.23 I N 175532.7�9 � I ' E�1306047.�07 I A4, CULV 18" CONC IE = 371.22' (E) � � Z40"C � CULV 18 CONC IE � I I � CULV 18" CMP IE = 372.35' (E) � � � � 370.46' (W) 22»C � � % � � � � CONSTRUCTION LIMITS. NO WORK MAY TAKE PLACE BEYOND THIS / / 8 CONC Sp � � � / � `� \ BOUNDARY�ON THIS PROPERTY � CONSTRUCTION LIMIT � /` CoNc N: 1g5512.43 U SSMH# 10040 / Su � � I � / RE: �75:41 375.62 �`. �Co I / � g"M E: 1306016..2J CULV 18 CMP IE TOP INSIDE DROP IN: �66.46 366.55 8 PVC N / a a N� sp � _ I � IE - 370 (W) � � i � �6g� o$ 18",22",30"M IE BTM INSIDE DROP: �63:31 363.41 8 PVC N TOP INSIDE DROP IN: �67-:85 367.90 8"PVC W IE BTM INSIDE IEROUT: �63:1-9 363111 8"PVC S // as . I \ \ � � \ � ,cr'-110"n � o i^� �-._ ...... ........ �„_ 7� SURVEY CONTROL POINT AMW #200, ELEV=375.53 N 175470.593 E 1305949.475 � I CB# 10056 RE: 375.17 IE IN: 370.93 18" CONC E E OUT: 370.77 18" CONC W TOP STAND PIPE: 373.34 ° .� 20 , 22 M 66� a CONCRETE p -� DRIVEWAY I 6,Z a a CONSTRUCTION LIMIT �6 � a . ° CONSTRUCTION LIMIT � � a N�15504.57 \ \ CONSTRUCTIO�IMIT 4 a I - N : 175507.20 4 I 8 10 M �6� N- 1755� 6. 37 �� �, . 1305988.11, E: 1306008.25 ° � 1306031.63 - I I� EXISTING TREES „ I 1 FOUND 5/8 REBAR ° 8 ,12 ,12 ,18 M � ---� „ TO BE REMOVED I SILT FENCE TO BE INSTALLED \ G AND CAP WITH TACK 8 M - 209 77 11NL F RED FIRE �' B I PACE LS32429 „ ° PRIOR TO CONSTRUCTION C06 'p LANE LINE - (04/2017) 0 22 C 8 Mw 1 \ 18"M 10C I CONSTRUCTION LIMIT „ 10M 1 ° » 20M „ 0 N- 175483.43 12 C 16 C 10M ° o 1 ° E: 1306034.92 ° 22 F �, `�C 34 - S ss� - -\ ° 30M 14» $Pvc - � 0 16 C w- ` I C r ' f P v � o s, � ° a 2oc °� ►-� - % CONSTRUCTION LIMIT ST �78- N. 175459.53 � + EXISTING GAS , �j ° _ DOUBLE SWING GATE MONITORING SYSTEM E. 1306030.04 M 1 � 6\ 12 C 4>> Pvc F TO BE REMOVED c dj 18 C 5 '^ , 1 ° \ \ vc s 3 ,•,� . ,�• I 5 POTHOLE TO ° " SSMH 10061 c F G B �'• •�`l 30 F # s I NA VERIFY LOCATION. ° o RE: 375.07$ P FM _ G I . 8 C DO NOT DISTURB 24 G IE IN: 370.01 8"PVC _ 4'' vc - P ` I 2 TP1 IE OUT. 369.91 8 PVC G - P BOLLARD, TO I G - - � P BE REMOVED I',� ° � I. CONSTRUCTION LIMIT I G T DO NOT DISTURB 18"C ° N: 175449.56 _ I I E. 1306039.08 6 • �X TELEMETRY PANEL 30 C ° „ ►-� Q x x o 20 C TAKE ALL NECESSARY MEASURES TO � x TO BE REMOVED ° x ° PROTECT TREES NOT MARKED FOR REMOVAL x � � TWO TELEPHONE x LINES IN TRENCH P x� 8 CHAIN LINK »� ,CONSTRUCTION LIMIT \ - / c�� 24 C g x FENCE, TO BE Qi N. 175434.36 VAG TWO POWER LINES IN TRENCH 1 r.A10 i INU sir i a i m i lulu NOT TO SCALE EXISTING FENCE EMOVED x REMOVED 7j X X E: 1306029.03 6' CHAIN LINK FENCE Ism CONSTRUCTION LIMIT I 28 , DOUBLE SWING W/3 STRAND BARBED ELECTRICAL PANEL ° 0 N:175429.30 2 GATE TO BE REMOVED 28"C E: 1306010.31 N f I CONTINUATION OF POWER SERVING EXISTING LIFT STATION UNKNOWN. SEE ABANDONMENT PLAN FOR ADDITIONAL INFORMATION. ELECTRICAL PANEL, TO BE REMOVED ,TO BE REMOVED EXISTING WETWELL WITH VACUUM N z � CONSTRUCTION LIMIT PRIMED PUMPS. SEE DWG NO. G01 U a I N N: 175442.57 FOR ABANDONMENT INFORMATION. m w E: 1305988.19 w 8' CHAIN LINK FENCE N&W Cn 04- 6' CHAIN LINK FENCE S Q o m z�l � o z EXISTING POWER UTILITIES NOT TO SCALE ' R 1' r - t A;pw. EXISTING PARK BOUNDARY MARKER TO BE REPLACED WITH SURVEY PIN. INSTALL 2175.53' ALONG SECTION LINE NORTHERLY OF SOUTHEAST CORNER OF SECTION 20, TWP 23N7 R5E. EXISTING SITE PLAN XISTING LEGEND REBAR CAP X x x x FENCE (AS NOTED) BENCHMARK -• •- FENCE TO BE REMOVED © BOLLARD T UNDERGROUND TELEPHONE © BOLLARD TO BE REMOVED G NATURAL GAS ® WATER METER P UNDERGROUND POWER FIRE HYDRANT SS SANITARY SEWER WATER GATE VALVE SSFM SEWER FORCEMAIN 0 STORM DRAIN MANHOLE SD STORM DRAIN MAIN CULVERT DAYLIGHT W WATER MAIN 0 SANITARY SEWER MANHOLE - RIGHT OF WAY LINE N IRRIGATION VALVE CENTER RIGHT OF WAY LINE a POWER VAULT PROPERTY LINE TELEVISION PEDESTAL - SECTION BOUNDARY 0 POWER PAD MOUNT TRANSFORMER ASPHALT ROAD ® TEST PIT •"�"�`��••�'w�`'••'�'�`'•�'�"�`•�'���`��•'�'�`•�•'�'�`' CONCRETE DRIVEWAY CQ DECIDUOUS TREE CONIFEROUS TREE C, DECIDUOUS TREE TO BE REMOVED -�-k CONIFEROUS TREE TO BE REMOVED EXISTING GAS MONITORING STATION. DO NOT DISTURB co Co 441 UC-4 zCID r~n o 0 V N Zo r� � W d � z zCaW WN � � = N =o� �i: do Z a J am Lu Cn Cn X Lu LL Q 0 o Of 0 0 cD 0 U C Z o U O Lu J - w LL z ofCn 0 � 0 z z w J U, Lu U �rvoo U) z 0 U ry o Lu O CV N 00 0 O CV Lu 0) 0) U) Q Q NWN Of ACV 1 _ L O 2 p W � w z W W CC W cc ml z O cc Lu L of z SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: col 3 34 Q ( 8" C-900 PVC STORM PIPE, APPROX. LENGTH 2.9' PROPOSED PAVEMENT, SEE DWG NOS. CO3 AND C05 FOR ADDITIONAL INFORMATION � S,, Pic ss � ,+� �8 PVG SS / C FM ,,Pvcss� $ vG FM G � Q� Q APPROX. EXTENTS OF PAVEMENT RESTORATION PRIOR TO OVERLAY 4" GATE VALVE (FLxfL), TYP. OF 2 TEMPORARY 4" DI BLIND FLANGE WITH THRUST BLOCK 4" DI SPOOL (FLxPE), APPROX. LENGTH 1'-0", TYP. OF 2 4" COUPLING, TYP. OF 2 IE OUT 369. 8" PVC STORM PIPE, PRCv. LENGTH H 29' 6' WIDTH x 6' LENGTH x 1.5' DEPTH ROCK PROTECTION OUTFALL SHALL BE QUARRY / SPALLS IN ACCORDANCE WITH SECTION 9 13.6 OF THE STANDARD SPECIFICATIONS. PROVIDE 1' COVER OVER TOP OF PIPE. \✓-359 a k +�i. � �yti .F�� � W� � ♦a.r-lam /40• - r y/.ie.'.�_ ems' 'a' </�' .rs ._ __ n �/ ` `R S.. e_ AG- . � t �'� ••1 �.4 f`�1� '. �rdfAJ :"A^ Y�F� �_ E+r.„, . - ..r ! >~ ` .�x'�.4 " » , ♦ 1 '' -e� r�.�s Yet w • l �� ' � � �� �'� �• �i �9r�w_i-mow„ a„ a,��� � �� `` �. �v. r�+ ; 1 a Aa rd r 8 .n i !? ...- tj 4- _ .S 'T_ �^` Nw yr 3 �YY, A .b .�_,iy�'i4' '�,i.•Z� a tm,w'L IA`5�%�i•?k:.-,.� �,S+n :. -.a' ;., rF - _ _ . `"�=� ';F ..� z "`" �'� �' -�.-- l F � - "'y _ "�i'„r�9.y�. �� ,,,� � `��-a� � :may u4� ��'., S�V� 4. s s 4.. - i - _ � a ti 4y- Q 10 °o \36� _ OIL WATER 213 SEPAR TOR VAULT C06 1 ��369,_ I GRAVEL PATH, 3' WIDE �0__ ��' UNLESS OTHERWISE NOTED ELECTRICAL BUILDING,7SEE DWG NO S01 FOR ADDITIONAL INFORMATION PERSONNEL 211 ACCESS GATE os _ 0 PROPOSED CHAIN 206 LINK FENCE C06 " • TYPE 1 CATCH BASIN. 0 t RIM EL = . 81 ' 374.81L IE OUT = ' 373.81' t � VALVE VAULT, SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION JUNCTION BOX ENCLOSURE, SEE ELECTRICAL DRAWINGS 00 B ° FOR ADDITIONAL INFORMATION 8" PVC PIPE, APPROX. LENGTHS 23' SITE LI HTING, TYP. SEE 390' ' ELECTRI L DRAWINGS FOR ADDITIONAL INFORMATION. PROPOSED FENCE W TWELL, SEE DWG NOS. S03 AND ►TCH o M01 FOR ADDITIONAL INFORMATION 380' DES. N VENT PIPING AND CONCRETE PAD TO BE AILS INSTALLED OUTSIDE FENCE. PROVIDE FINE N � DO NOT DISTURB EXISTING Lo GRADING TO ACCOMMODATE PAD. 212 m N APPURTENANCE. INVESTIGATE FUNCTION w �, C06 370 AS NECESSARY TO AVOID DISTURBANCE. o PROPOSED FLATTOP FOR N �- up-- CORE DRILL PENETRATION FOR PROPOSED PIPE. PIPE IE SHALL MATCH EXISTING EXISTING MANHOLE o m o z FLOOR ELEVATION, APPROXIMATELY 360.74 . CONTRACTOR TO VERIFY. PIPE PER PLAN 4" DI SPOOL (FLxPE), I I APPROX. LENGTH 3I -0II I STORM PIPE SANITARY SEWER PIPE = FENCE —375— MAJOR CONTOUR —376— MINOR CONTOUR BOLLARD ASPHALT GRAVEL 4" PVC RJ PIPE, APPROX. LENGTHS 10'. SEE A, ABANDONMENT NOTES ON DWG NO. G01 FOR ADDITIONAL PHASING AND CONSTRUCTION INFORMATION. FITTINGS PER DETAIL THIS SHEET WESTERN EXTENT OF CUL-DE-SAC PAVEMENT OVERLAY. PYIQTinir WRAA pn\/PRAPKiT TO EXISTING PIPE, TYP. 4" DI TEE (FLxFLxFL) WITH THRUST BLOCK il.I DDf%DfNCCn f%XICDAI I CITC DI AKI 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. 360' TEE CLUSTER WILL BE INSTALLED WITH EAST GATE VALVE NORMALLY CLOSED WITH A TEMPORARY BLIND FLANGE 0+00 TESTING L;UNVILiL KATIUN CONNECTION DETAIL Z UNTIL FINAL CONNECTION IS APPROVED. SEE CONNECTION DETAIL THIS SHEET. NOT TO SCALE NOT TO SCALE SEE ABANDONMENT NOTES ON DWG N0. G01 FOR ADDITIONAL INFORMATION. N RTHm UTH B) PROFILE I I H: 1 = 10', V: 1 " = 10, 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). EXISTING GRADE —/ PROPOSED GRADE ELECTRICAL BUILDING EAST -WEST (A) PROFILE H: 1 " = 10" V: 1 = 10, 0I'I11 co � Pw IV%, \ ► o �Ea 2 L0 ~' A co w \ a � 00 al N o w t?ti' A .q LL 370' 360' 0+00 390' 370' 360' 0+64 00 0 ca 0 of Uc-q zco r~n o 0 V N Zo r� W d co z ..� uo o ZC WW N = N =�0r" �i: mN Z Q J am Lu cn J Q W 0 Lu N am O oC a W W cc I m I cD 0 CV C/) 0 U Z of o J O U Lu w- z o of z z � 0 W J U,Lu of U U) 0 U of 0 CV o CV w ZO (3i 06 CV 0 W 0) 0) U) cc Q Q w W of 0 0 W CV Q L 0 o WW W � SCALE: SHOWN 0 1 2�� DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: CO2 4 34 r2l3 ULT C06 DING, rPOR IRMATIO� MATION ,TION PIPING PROPOSED SITE PLAN 1" =5' f POINT TABLE POINT TABLE POINT N0. ELEV. NORTHING FASTING DESC. POINT N0. ELEV. NORTHING FASTING DESC. 101 375.18 175483.83 1305975.30 EOP 204 PANEL 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 '.r�:9Cr 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 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 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 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 375.63 175452.23 1306016.85 203 PANEL 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. 0C05 ASPHALT PAVE 390' 370' PROPOSED TOP SLAB SHALL BEATA nniniinni inn Pi i icu InnTu n,DJACENT 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 coo NOT TO SCALE PROPOSED MANHOLE TOP SHALL BE 108" DIAMETER FLAT TOP (FOR EXISTING STRUCTURE WITH K0200 MANHOLE FRAME AND 0 24" COVER.) CENTER OF �CJol COVER SHALL BE 33" FROM EDGE OF SLAB. EXISTING WET WELL 360' --L:- PROPOSED INFLUENT GRAVITY PIPE 350' -0+10 0+00 PROPOSED GRADE EXISTING GRADE u EAST -WEST (C) PROFILE PROPOSED WET WELL 390' 370' 360' 350' 0+50 co 4: coo �, a 00 a, 441 co co H a o U� z� rn� o 0 V C"" N zo C w W d Wci) z ZC-) J W c�i W �, �_ P. �i: mN z Q J am Lu .il LL 0 o � 0 z 0 0 CV 0 U cn rvoo ZZ O U o Lu J ry z w LL U)Of o � 0 z z w J LL,Lu ry U U) Z O U rn rn ry 0 0 Lu CV CV 0- ai 0 0 CV W 0) 0) U) of 0 0 CV LL 0 w W z W W Lu Lu cr ml 0 cc 0 of z SCALE: SHOWN Oil ill 211 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 14-22 GRAVEL TOP COURSE, 6" COMPACTED DEPTH (MIN.) NATIVE SUBGRADE, TRENCH BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO GRAVEL PLACEMENT. ASPHALT PAVEMENT SURFACE DETAIL 1/2.1 MIN. 1.1 MAX. - NOT TO SCALE THRUST BLOCKING v a SHEET PLASTIC BARRIER ON ALL BLOCKING UNDISTURBED SOIL PIPE 90° BEND H = Dmin H <= L <= 2 H BEARING AREA = H X L CONSTRAINTS N-100 1/200 �. e e N H Dmin FIGURE 1 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. "L" EQUALS 2 X "H" C. MIN. "L" EQUALS "H" 11 1/40 BEND CROSS W/ SMALLER SIZE OUTLET 45° BEND TEE NOTE: ASPHALT TACK COATING AT ALL PAVING JOINTS PLANE 1.5" DEPTH OF EXISTING PAVING AND TRENCH PATCH FOR OVERLAY COMMERCIAL HMA 1/2" IF DIMENSION IS LESS THAN TRENCH PATCH 3" DEPTH PLANNING AND OVERLAY 3CONTRACTOR SHALL FROM FINISHED GRADE WIDTH VARIES, SEE PLAN REMOVE AND REPLACE HMA PG 64-22 HMA 1/2"TRENCH WHEEL CUT TO NEAT EDGE OVERLAY TO 1.5" DEPTH PRIOR TO FINAL PATCHING A DEPTH OF EXISTING ASPHALT APPROX. 2" q OF X, of m000 INITIAL WHEEL CUT FOR 6" CRUSHED SURFACING TRENCHING, BOTH SIDES �///�� ///��///�� BASE COURSE ('205 SEE DETAIL FOR TRENCH SECTION PROPOSED SEWER PIPE •�CULmDEmSAC ROADWAY VERLAY RESTORATION r2O2 PATCH. PLANE, AND OVERLAY CO2 221/20 BEND CAP CROSS W/ BLIND FLANGE TEES TEST DEAD 900 450 22 1 /2° 11 1 /4° 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 16 225 15.08 21.33 11.54 5.88 2.96 HORIZONTAL THRUST BLOCK (* NOT TO SCALE CO2 F L.1b tSHStU UN UtUNlt I KIU rHU I UK5 BEARING FACTOR TABLE 1 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 MULTIPLICATION FACTOR TABLE 2 REQ'D BEARING MINIMUM DEPTH AREA (SQ. FT.) DM I N 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' BLOCKSCHAPE TABLE 3 NOT TO SCALE SURFACE FINISH PER PLAN RESTORE TO EXISTING OR BETTER CONDITION VARIES, 3' MINIMUM SANITARY � SEWER PIPE 12" MIN. HMA SURFACING PER DETAILS THIS SHEET CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. BACKFILL PER SPECIFICATIONS TRACER / LOCATOR TAPE SEWERTNOT TO SCALE RENCH DETAIL C01 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" ASPHALT TACK COATING AT ALL PAVING JOINTS >> 0 N. 000 6- 0000 �Xo��/Z \��\��j\��j//\��j//\��j//\��j INITIAL WHEEL CUT FOR // �/ �//��//��/ 6" CRUSHED SURFACING TRENCHING, BOTH SIDES �///�� ///��///�� BASE COURSE PROPOSED SEWER PIPE, 205 C05 SEE DETAIL FOR TRENCH SECTION STRUCTURE, OR APPURTENANCE ROADWAY PATCHNOTTO cARESTORATION LE r2O3 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 TO95%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 coo �, a 00 �1 Co 00 44 U� zCC! r~ N_ o 0 V N Zo � �"C! W d C/) z Z W c�i W =nor" mN 0 >_ o U C Z 0 U O ui J of w- z Cn 0 W Lu Lu J 0 U rn w O CV CV - 00 Cfl CV 0 < < Lu 00 C Qo CV 0 w W z W W Lu W cc ml of z SCALE: SHOWN �1 1 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C05 6 34 6 GAGE BANDS, @ 14" 2 3/8" O.D. LINE POST MAX. @ 10' O.C. 9 GAGE WIRE CLIPS, @ 24" x �/o 0\,\l :.. \ 1-2/3" O.D. INTERMEDIATE 1 5/8" O.D. TOP AND BRACE RAIL � � \ � � /��\ BOTTOM RAIL .D ;. 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 4"-6" IN CONCRETE CHAIN -LINK FENCEr206� NOT TO SCALE CO2 VEHICLE ACCESS GATE GATE POST FOUNDATION CENTER GATE POST FOUNDATION. MIN. DEPTH 18" CHAIN -LINK DOUBLE SWING GATE DETAIL zoe NOT TO SCALE CO2 4" 0. D 3/8" TIE ROD, TYP. CMU BUILDING ALL -MOUNT (FLAT BACK) ATE LATCH WITH PADLOCK ;RSONNEL ACCESS GATE UNDATION PERSONNEL ACCESS GATE DETAIL NOT TO SCALE �03 ALL CHAIN LINK FENCE 2-718 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 POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTS TO ATTACH FABRIC TO POSTS. 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 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 2"x2" BY 14 G a. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 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 SCREEN BETWEEN TWO FLANGES 3 -0 2' x 2' x 0.5' THICK CONCRETE PAD W/ WIRE MESH REINFORCEMENT 3" WELDED SS BEND 3" SS PIPE WET WELL PASSIVE VENT DETAILSK021 2 NOT TO SCALE CO2 An 2"x2" BY 14 G a. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED z N 6' TALL TEMPORARY CHAIN -LINK FENCE PANEL, TYP. 'o 10/\ o 10/ o 10/0'\1 K'/,o 10/0'\ Kr/,o 000/'\ K'/,o 10 � STABILIZER BRACKET, TYP. GROUND SURFACE TEMPORARY NOT CHAIN=LINK FENCE TO SCALE ro7 PIPE TRENCH TRENCH WIDTH PER WSDOT SS 2-09.4 ZAVEL BACKFILL FOR PIPE ZONE :DDING PER SPECIFICATIONS PIPE ZONE BEDDING 210 NOT TO SCALE C05 vim- vvni�iv�i niVnivi VAULT OR APPROVED EQUAL OlLmWATER SEPARATOR SECTION VIEW 11111 2.......... 1111,1111111 13 NOT TO SCALE �CJ02 Q'I D\/r` TCC PER N, TYP. 3�9r 373.71' A co co 441 'e� �' w O I ULo zco V C"' N zo �� W d � z u o jo ZC-) J W c'i W C-4 =�O� :mN cn J a uj 0 J c� 0 o > U cn rvoo Z 0 U O Lu J rvoo - w U- 0 z 0 W Lu Lu J 0 U rn rn � o w o CV CV . Cfl CV 0 Q Q W co co CV U- 0 w W W z W CD WLu Lu cc ml of z SCALE: SHOWN Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C06 7 34 CONCRETE SPREAD FOOTING, K306 TYP BELOV� S02 nnnr ni iTi Mir- Ys" ANCHORS (cD. 32" O.C. FOR CMU CORNER 403 RST, TYP SO4 ALUMINUM GUT" TYP ALL AR01 RIDGE VENT AT PEAK AND HIPS TO nnnX iinr R A I K 1 4 A n^ I K I OF NET FREE LINEAR FT. 502 SO4 TRUSS NOTES: I PREFABRICATED CONNECTOR PLATE WOOD ROOF � / 1'-0" ��. 00'"-ft 21_011 TRUSSES AND OTHER FRAMING SHALL BE DESIGNED FULL DEPTH VENTED OVERHANG TYP BY THE MANUFACTURER IN ACCORDANCE WITH EAVE BLOCKING, TYP � / a g ;- 00 � ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS � - � y � �• ° ~ � *41 SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS A1 1_411 S01 EQUIPMENT PAD. SEE _1�� 6�_��� I DEFLECTION OF 1 . " I � EL. 373.77' TOP OF FOOTIN r4'0 2 SPLIT -FACE SO4 CMU WALL BROKEN FACE EXTERIOR CMU WALL, TYP 375.10' 4. 00, '00 \7,00 6"CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. TYP BELOW ALL SLABS AND FOOTINGS. ELECTRICAL BUILDING FLOOR PLAN Y2 11 = i $—off STRUCTURAL FILL PLACEMENT, TYP STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR. SECTION _ A Y2 Sol YAA S01 TYPICAL CMU 401 OPENING SO4 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. SPREAD FOOTING r306 S02 11 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 JACK O.C. fNSPOUT BACK INSIDE OF FENCED AREA. )NCRETE CK AT BASE, TYP TOP PLATE, TYP EA END TRUSS. ROOF PLA Y2 " = i $—off I DOOR AND FRAME SCHEDULE No. Door Frame Exit Device Required Size Material Size Material 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. ULo z� r~ o 0 V N zo �C"'! w W d C0 Z C� J o ZCo.1 W !� w cc", �_ =�0r" �i: do Z J m J a CO) DC H CO) LU J LU 00 co z m 0 W cc 0 o Of U) U Cn Of "' Z o U OLU J Of w 0 — z LL Cn o � z W z � J LL, U Of U U) 0 U rn Of O W O CV ZO 06 0 Cfl CV W � 0) 0) U) DC Q Q L> W LLJ L W CV ti Q LL U o WW o W � SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S0l 8 34 GENERAL STRUCTURAL NOTES,(03oo Sol 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 i 111C i nnnc. muur 12" 4,000 PSF STATIC 56 PSF "ENGINEERING GEOLOGY REPORT" PREPARED BY RH2 ENGINEERING 110 MPH, EXPOSURE C 25 PSF ESSENTIAL FACILITY 47000 PSI WITH 60,000 PSI REINFORCING 17500 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 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: AL - ALUMINUM CHK - CHECKERED CL - CENTERLINE CLR - CLEAR EA -EACH E F - EACH FACE F B - 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 7 MINIMUM STRAIGHT MINIMUM LAP MINIMUM DEVELOPMENT LENGTHS SPLICE EMBEDMENT LENGTHS LENGTHS BAR TOP BARS OTHER BARS TOP BARS ALL BARS #4 2511 19" 3311 7" #5 3111 24" 4111 9" #6 3 7" 2 9" 4 9" 10" #7 54" 42" 71 " 12" "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 W/ 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 N0. 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 17490 17145 1/2 12 4-1/2 (1) PER CELL 17825 17350 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 17395 17460 #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 N0. MIN. EDGE DISTANCE (INCHES) MIN. EMBEDMENT (INCHES) MIN. ANCHOR SPACING (INCHES) 1 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) PER CELL 280 265 CMU ANCHOR r301 so CONCRETE ANCHORS SHALL BE EITHER HILTI HIT -RE 50043 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 27210 5/8 3-1/8 3-1/8 3-1/8 1312 2827 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 37351 #4 2-1/2 4-1/2 2-1/2 1, 520 37618 #5 3-1/8 5-5/8 3-1/8 1, 775 57494 #6 3-3/4 6-3/4 3-3/4 27225 77570 #7 4-3/8 7-7/8 4-3/8 27440 97428 #8 5 9 5 4520 11507 CONCRETE ANCHOR sot NOTE: SEE ELECTRICAL DRAWINGS FORco EQUIPMENT LOCATION AND DIMENSIONS. � CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR CO �, a : � 3 MIN. BEYOND UNDER PAD PRIOR TO POURING PAD. PROVIDE LO EQUIPMENT BOLTS, TYP. #4 DOWELS, EACH 44 W1.4xW1.4 WWM AT TOP FACE WITH 1/ CLEAR COVER CORNER AND 18" O.C., 3" EMBEDMENT INTO FLOOR CAST -IN -PLACE CONCRETE p a • °' p FLOOR, REINF. PER PLAN x_.x_x.,x�x_x p p aA. a - a •s o.° •• aD ;o. a p °o' ° a a :e' p ° o .d. a .• °• •'o'• ••a o••a °o. .D° CONT. CORNER BARS TYPICAL BAR DETAILING AT FOOTING CORNER EQUIPMENT PAD 303 Sol #5 @ 12" O.C., MIN. 2 4" CHAMFER, ALL OUTER EDGES 4" UNLESS OTHERWISE NOTED CMU DOWELS TO MATCH WALL VERTS. EXTEND 2'-0" INTO CMU WALL CMU WALL PJF, TYP. UNO FLOOR SLAB FOOTING e INSULATION 4 d :b: " ° 6 #5 DOWELS @ 12 O.C., ALTERNATE HOOKS _ . a Q. 24" (3) #5 a 8" A .p P o °p 11-611 TYPICAL FOOTING SPREAD FOOTING 1" = 1'-0" 0 DOOR )/2" PJ F EXTEND CONCRETE FLOOR EXTERIOR SLAB ACROSS THRESHOLD P 10° ° ° ° ° a ' a e o •aa DA o g :e 4 a p 2 LAYERS OF 30# HOLD FOOTING DOWN BUILDING PAPER ,a• : p a . SPREAD FOOTING ° 1 ' -6" DOOR THRESHOLD 1" = 1'-0" K3'07 S01 co Q, . ago H a o 00 0 0 z O CV O 0 J W U- z z W Lu J U o O CV CV . O CV Q 0 0 o c c z O Lu Cn 0 U W 1 0 U w m 0 w co CV 0 Zco r~ o 0 V � N zo � � c/) w� w d � z C� z' o d o W wN � E_ 3:N = 0� �i: mN W cc ml z 0 cc Lu 0 L of z SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S02 9 34 (2) #5 MIN IN GROUTED CELLS, TYP. (1) #5 EACH SIDE OF OPENING, FULL HEIGHT, TYP. #5 VERT, TYP. i iKiTri ni nnii co aoo H a c 2. 0 �.40 �� A BOND BEAM � REINF. RIDGE VENT, PROVIDE END • g" CAPS PER MANUFACTURER'S #5 CORNER BARS AT ALL SPECIFICATIONS 30" BOND BEAM LOCATIONS DOOR 3" M I N � OPENING AT WALL CORNERS AND ► ago E METAL �, ( 6 GINTERSECTIONS GREATER THAN ROOFING 24 IN EITHER r11R�rTl(1�I TYPICAL CMU OPENING 385.10' TOP OF WALL 383.10' BOND BEAM 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 IV U I I U 3l./'1Lt DOUBLE 2x8 PRESSURE TREATED HEADER, CONTINUOUS WITH V8"O J-BOLTS AT 32" O.C. IN GROUTED VERTICAL CELLS, BOLT LENGTH AS NECESSARY FOR 6" EMBEDMENT. BOND BEAM, TOP COURSE 8"x8"x16" SPLIT -FACE CMU BLOCK, PROVIDE WEATHERPROOF AND ANTI -GRAFFITI COATING ON EXTERIOR. PROVIDE SMOOTH FACE BLOCKS WHERE LIGHTS AND EQUIPMENT ARE PROPOSED ON WALLS •r CMU WALL INSULATION. ALL WALL CMU BLOCK TO BE GROUTED SOLID AS SPECIFIED. BOND BEAM WITH #5 CONTINUOUS, LAP JOINTS 24" MINIMUM (TYPICAL) N #5 DOWELS AT 24" O.C., TYPICAL, TO MATCH LOCATIONS OF VERTICALLY REINFORCED CELLS OF CMU WALL ABOVE. �11"/X 11"/X D D D o• p p CONCRETE FLOOR ° CONCRETE STEM WALL CMU WALL 402 NOT TO SCALE S01 CMU WALL INTERSECTION CORNER rZ3 Sol 01 BOND BEAM STANDARD BLOCK LINTEL BLOCK (2) #5 EXTENDED 24" BEYOND OPENING IN GROUTED CELLS DOOR FRAME NOTE: DOOR FRAME OF SOUND RATED DOORS SHALL BE FULLY GROUTED. TYPICAL DOOR LINTEL 404 Sol ANCHOR TRUSS TO TOP PLATE PER PLAN FULL DEPTH VENTED EAVE BLOCKING FLASHING WITH DRIP EDGE 1"x6" COMPOSITE FASCIA W/ WOOD GRAIN PATTERN OVER NAILER EQUAL TO TREXTRIM PRESSURE TREATED WITH VENT 2 x4 NAILER 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 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 Sa, 2X FLAT J PLYWOOD J BLOCKING, TYP DECKING RIDGE VENT DETAIL K50"O 2 NOT TO SCALE S01 ROUNDED' nn�inn�T� Tnn 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 BOLLARD DETAIL K601 E08 NOT TO SCALE U- c� 0 CV o � U Z o U O Lu J z w U- o Cn W Lu Lu J � z 0 U rn Of o w o CV 0 0: CV w cn Q Q > w uj 0 0 rn co CV ti U- U o W W Ea z W WLu co w I UL0 z� r~ o 0 V N Zo � DO C/) W W d CO Z Z W c�i W �, �_ =�o� � mN Lu cc ml 0 U w 0 of z SCALE: SHOWN 0 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: SO4 10 173�4_j PRECAST CONCRETE VALVE VAULT � VAULT LADDER M03 DBI SALA DAVIT SLEEVE, EMBEDDED ONTO TOP OF VALVE VAULT, SEE DAVIT SLEEVE NOTES 8" Ql 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 Al SLOPE VAULT FLOOR AT 2% TOWARD SUMP CONCRETE VAULT BASE An T AP SUBGRADE SHALL BE INSPECTED BY 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. 6'-0" INTERNAL DIAMETER PRECAST CONCRETE WETWELL DBI SALA DAVIT SLEEVE, WALL MOUNTED TO SIDE OF WETWELL, SEE DAVIT SLEEVE NOTES 8'-0" INTERNAL DIAMETER PRECAST CONCRETE WET WELL WET WELL LADDER ("'G "J03 128" DIAMETER PRECAST CONCRETE WET WELL TOP WITH BOTTOM BUTT JOINT PROPOSED LIFT STATION STRUCTURAL PLAN 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 COAT VAULT AND WETWELL PER SPECIFICATIONS 8'-0" INTERIOR DIAMETER PRECAST WET WELL. TOP RISER SHALL HAVE ATOP BUTT JOINT. FLYGT FIBERGLASS TOP BASIN 6'-0" INTERIOR DIAMETER PRECAST WET WELL LIFT STATION STRUCTURAL ELEVATION A" INSTALL GASKET ON TOP FACE OF TOP RISER PRIOR TO PLACING TOP SLAB ' 359.75' qu ( -355-.26 355.75' Q� GROUT FILL THE ANNULAR SPACE BETWEEN STRUCTURES ACCESS HATCH SCHEDULE NO. CLEAR OPENING NO. OF LEAVES RATING MOUNTING*GASKET SAFETY CHAIN** 4811x72" 2 H-20 BOLTS YES ODOR TIGHT 2 661lx42" 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 rD"� ��M 33 DAVIT SLEEVE NOTES: 1. PROVIDE CAP FOR EACH DAVIT SLEEVE. 2. CONFIRM FINAL LOCATION OF ALL DAVIT SLEEVES WITH CITY BEFORE INSTALLING. b I KUL; I UKAL UbLIUUL NOT TO SCALE SUBGRADE SHALL BE INSPECTED BY 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 STRUCTURE BOTTOM ELEVATION BASED ON SUBMITTALS AND CITY, Q1 MEASURE -DOWN. SURVEYED ELEVATION OF 357.85 WAS INCORRECT. CONDITION IN THE PRESENCE OF THE GEOLOGIST OR ENGINEER co ► o coo �, a 00 Lo ~' A P P. co 441 O � UC-4 zco r n� o 0 V � N zo �cx� CZ w� w d cWi) Z Z w c'i w N =nor" mN 0 Z z O Q � Z O co J am LU � LLI J � 08 LL �mm 0 am 0 J a H cm) cn LL Lu < Lu cc 00 o m � 0 z 0 0 co o U) of "' Z 0 6 o Lu J z w LL U) o � z w z � J LL, � U U) Z 0 rn rn � 0 o w CV CV ZO 0 0 0 CV CV Lu 0) 0) U) cc Q Q w W o Lu Lu 0 0 W CV ti Q LL U o WW W � SCALE: SHOWN Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S03 11 ]73�4 4" DISMANTLING JOINT (FLxFL) � 4" GATE VALVE (FLxFL) � 4" DI ECCENTRIC PLUG VALVE (FLxFL), W/ )/4TURN OPERATION NUT TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE I PIGGING PORT — M02 K"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) A M01 4" DI SPOOL (FLxFL), 8" LENGTH 411 DI WYE (FL), ORIENTED UPWARD 4" DI SPOOL, (FLxRJ), APPROX. LENGTH 1011 E PIPE SUPPORT, TYP. OF 8 �MJol 4" GATE VALVE (RJxRJ) 4" DI SPOOL (FLxRJ), APPROX. LENGTH 3'-1011 4" RESTRAINED FLANGE COUPLING ADAPTER FOR PVC, EQUAL TO ROMAC NOTE: LADDERS NOT SHOWN FOR CLARITY. E PIPE SUPPORT �MJol 4" DI SPOOL(FLxRJ),4" DI SPOOL (RJxRJ)�=4� I II I B � 11 APPROX. LENGTH �--4-15 M01 APPROX. LENGTH 2 -7 v : Q Ga• d g v d a b d 4' . 4 qv d .4 v d. q 4 °• °lie d. d A. v :v • 4. ° d. . 4 . a A. g 4 4 A --- •d 9d d I O I I d v d d 4 d vd I d 4 4 O I I d d ° d ° C •d .4 • d I dv d• °'• A 4 A- ° r_ 4. v A 4 d d A.°. v • d. •• a a• 4" DI SPOOL Q v (FLxFL), 1'-011 a .a LENGTH, TYP. OF 2 V d d • . vd d d . a a d 4 d d v 4 d d d vd v 4 d A. °• d Q.d d v a' .4 a :d v Q ° A. ° 4 9 d d v v . a' d B M01 21-011 S S NOTES 1. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE SHALL BE COATED PER SPECIFICATIONS. 21-811 "AII II 1 I C.AInTLJ TVr_. C 1� —-- . H ...I7 . _ 4" DI SWING CHECK VALVE (FLxFL), TYP. OF 2 4" DI 900 BEND (RJxRJ), TYP. OF 2 0 4" DI SPOOL (FLxPE) II 4 DI SPOOL (FLxRJ), APPROX. LENGTH 3'-411 1 ' VF LENGTH TO FIT d vd ° d . d d•. d v .d• : ad .. 4 a 4. d 4 a d ° Q ° A. °. d d : d .1 v d 4 v ° d . d d 4. v .Q ; ° d d d d °:. . ° d . d :d d v ° •d d d d ° d. ° • d d d . d° v .44 %A La a d d ° d - - v ..4 d° d d d 4rDI PIE 4 d ° d, d 1 d 4 APPROX. LENGT d d 11-011' TYP. OF 2 d Q d a A. :d v d :a VA \ d 4" DI SLEEVE (RJxRJ), TYP. OF 2- 4 0 4" DI SPOOL (FLxPE) APPROX. ' 3'-6" Z! LENGTH, TYP. OF 2 4" DISMANTLING JOINT, INSTALLED AT NOMINAL LAY LENGTH, TYP. OF 3 UMP AND 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 A M01 U""PPU"'P PROPOSED LIFT STATION MECHANICAL PLAN � G i PUMP RAIL ��m 02 PROVIDE 900 DOWNTURNED BEND 4" DI 900 BEND (FLxFL), TYP. OF 2 4" DI SPOOL " (FLxPE) 10'-4" LENGTH, TYP. OF 2 SUMP AND SUMP PUMP IN FOREGROUND � FL x RJ ADAPTER, APPROX. LENGTH 6" n 4"x3" DI ECCENTRIC REDUCER (FLxFL), TYP. OF 2 Q 3" DI SPOOL (FLxPE)1'-0" LENGTH, TYP. OF A MECHANICAL ELEVATION, M01 Y" = 1'-0" Y " = 1'-0" v A. d 4 v d A. d a c v dQ d' a v d ..d a .: I ° 4 ° 373.20' Q. ' 372.48 Q d . a v. • •.d v: v Q a v • o d . d v d , d d. Ad d O d• e :v.• d v d . v 4 :a d a:. A. Z d i d O v : A v 4 A. O v d d ° . ° .4 a d 4 ° d 4 . v: • O d• .d ••aa • 4 d .d 4 O v a d v .4 O d °° INFLUENT :..° PIPE : . .d 360.35' .� o 4 dA. ` 1 4d ° :s 4: � d dv d T ' v d v d .. d. 4 \� v d y ° . A. d• 4 d d , dd y ° • d A d• d d ° d d d ° d d v , ° d' d v' d d d °. 4 d v Q ° d vd d d ° d d ° ° d Q d 4 d .d d ° d w w ° v ° dd d : 4 w I PIGGING PORT M02 NOTE: LADDERS NOT SHOWN FOR CLARITY. uu 3:1z-'IF 372.95' Q VACTOR SUCTION PIF WET WELL PASSIVE VENT RECIRCULATION PIPING FIBERGLASS REINFORCED PLASTIC ACCESS LADDER G WITH LADDER SAFETY POST M 0,. 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 1'-7" LENGTH 10" LENGTH rB--N� VALVE VAULT MECHANICAL SECTION mol Y2 " = i I-011 n nnr7nn u n Tnu - MECHANICAL OBLIQUE NOT TO SCALE Tnu D 0 kLVE RT x ° coo �, a Oo E� `0 ~' � A k. w ?V co kv co El A o U L0 Z� rn 0 O V N zo rxcc! co w w d Wci) z .. U J z w c' W N O 04 3: cr-," m �i: mN LL W cc 00 co ca O 0 0 o U) W r Z of 0 U o Lu J w - z LL Cn 0 � z w z � J LL, � U U) 0 U rn O W O CV ZO 0 O CV W 0) 0) U) cc Q Q W mow// Lu Lu 0 0 Q C CV Q o LL 0 2 = � W W 0 o ' W � SCALE: SHOWN Oil ill 211 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 FEMALE COUPLER FEMALE NPT THREAD 2" THREADED BRASS BALL VALVE 2" BRASS NIPPLE, LENGTH AS NECESSARY, TYP. OF 2 co coo H a LUO co �V_EEL C ASTAINLESS STEPRESSURE GAUGE �J03 . . 2" COMBINATION AIR 4" DI SPOOL (FLxFL), � VACUUM RELEASE VALVE n 1'-0" LENGTH 2" STAINLESS STEEL UNION 2" STAINLESS STEEL GATE VALVE 2" STAINLESS STEEL NIPPLE, TYP. ADDLE TAP AIR RELEASE ASSEMBLY DETAIL rH-N� 1" = 1'-0" M01 NOTE: TOP SLAB NOT SHOWN T 1 1 1 /1 \ / I r- ■ A ■ r• /\ r\ /1 1 A r\ 1 T\ 6" x 6" x %" SST PLATE, TYP. OF 2 )/4" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL WALL PUMP RAIL CONNECTION BRACKET ACCESS HATCH 4" DI TEE PER PLAN 4" GATE VALVE (FLxFL) FE- SEE DWG NO. M01 FOR CONTINUATION �" DI TEE FLxFLxFL) TYP. OF 2 le E M 03 POLY PIGGING PORT DETAIL 8" PVC PIPE, APPROXIMATE LENGTH 13'-4" 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. I 3. ENSURE ALL BOLT HOLES ARE SEALED. 5" #5 EPDXY -COATED REBAR WITH 4" �- PROVIDE 4" THICK, 3" WIDE EMBEDMENT INTO WET WELL WALL AND PUMP RAIL NEOPRENE PAD BETWEEN 4" MIN HEIGHT SHOP -BENT TO 900 BEND )/4" BOLT ND NUT, TYP. OF 4 STRAP AND PIPE PLAN 1/_11 A nin-i C TVD nE 7 OBLIQUE PUMP RAIL CONNECTION DETAIL Y „ = i,_o„ F4 372.07' Q� 2" WIDE,)/8" THICK STAINLESS STEEL PIPE STRAP, BENT TO PIPE RADIUS, TYP. FRONT AND BACK 2" WIDE, Y8" THICK STAINLESS STEEL PIPE STRAP, BENT TO PROVIDE CLEARANCE AS SHOWN VACTOR SUCTION PIPING AND SUPPORTNOT TO SCALE o STAINLESS STEEL BOLT, MINIMUM)/2" DIAMETER, TYP. OF 4 BOLTED CONNECTION UL0 z� rn� o 0 V C"" N zo �cc� C w� W d cWi) z Z C-) W C, w �, =nor" �i: mN cn J Q H Lu cm) a z 3C cm) Lu 15 LL cr 00 co z m 0 0 CV O U) W ' Z of O U O Lu J w LL — Cn z O of z z � � w J LL, of U U) Z O rn rn of O o CV w ZO 06 0 Cfl CV 0) 0) U) DC Q Q L> of W Q Lu Lu 0 0 rn w F- Cfl CVLL Q O � 2 Q W w � 0 'w O w � SCALE: SHOWN �1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M02 13 ]734 PRESSURE GAUGE, SEE SPECIFICA )/2" STAINLESS STEEL DIAPHRAGM SEAL )/2" STAINLESS STEEL 450 BEND. ORIENT SUCH THAT GAUGE FACE IS VISIBLE FROM ACCESS HATCH ABOVE. STAINLESS STEEL THREADED TAF PRESSURE GAUGE o, NOT TO SCALE _ NIPPLE DF 3 :EL TEE L BALL 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" SLEEVE, WITH END CAP, WELDED STIFFI 211 G. 1%" Q ALUMINUM PIPE, TYP. 1'- 2'- 2"QALUMIN NOTES: 1. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 2. SAFETY CHAINS SHALL COVER 2 SIDES OF HATCH OPENINGS. ACCESS HATCH FALL PROTECTION o, 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 I- - - 18 1" DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. IN. BAR 2/2 &2" BRACKETS T ALUMINUM LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB Z/2"V2" LADDE PUNCH TO RECEIVE � ACCESS HATCH LIMITS .4 PLAN VALVE VAULT ACCESS LADDER NOT TO SCALE TYF C S03 ILL IBLY FOR i HATCH CLEAR OPENING AS REQUIRED STANDON ADJUSTABLE PIPE SUPPORT 2"0 GALVANIZED STEEL PIPE (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 )/3ENTIRE LENGTH 4.25" DIA. 1/8" MIN. THICKNESS 1/8" MIN. THICKNESS E M01 2" SQUARE 1" DIA SOLID METAL STOCK, LENGTH AS REQUIRED )/8" SET SCREW � �v 2.25"INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION rF� �MJ02 NOT TO SCALE HATCH CURB OPEI co coo1�, �, a 4 00 :�4 LUO co Q., . 000 H a o 12° IAX. MAX. �j 7" 0 CONCRETE ICHOR, TYP. BILCO STAINLESS STEEL LADDER-1 EQUAL, INSTALL PER MANUFACTUI RECOMMENDAT �" LX2"WXX" F B ANGLE Y2 "Ql CONCRETE ANCHOR BOLT (TYP. OF 2) CONTRACTOR DESIG FRP LAD PROFILE WET WELL LADDER DETAIL NOT TO SCALE G S03 UC-4 zCID r~ o _o V � N zo �� w� CZ W d cWi) z 9! o z W N W c, =�0� � doN W cc 00 o � m 0 z m 0 0 0 o w c Z 0 U OLu J w — Z Cn o of W Lu Lu J Z 0 o w o CV06 ZO 0 Cfl CV pC Q Q W W Of 0 0 Q co co CV Q o u_ 0 w W Ea <1 W � SCALE. SHOWN �1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M03 14V34i � � O 00 -41� Ix ► ► Do .4 A t &tl ~ A 00 41 M 1> � ► CO O ti PROPOSED FORCE MAIN ACCESS MANHONE L 20, UN (n W W Z �PER SPEefleff'eNS. � U7� N ww� Zo Co.F WZ w_ ¢� 4OW, APEz_ z z C9dw y� JC) i z� J04 �JU WcV WN W IL (n N ` F N m N cuRvE gr O N it 0 y W CONTRACTOR PAVEMENT RESTORATION �► TO VERIFY PER DWG N0. C05 z = W .a. 'd °d J ° . ° ° ° ° ° da '° aA O 4. 811 A d ° A °°. ° .° A:.° a a ° °:0. BACKFILL WITH CRUSHED °. GO Mw3- d' ROCK COMPACTED TO A UNIFORMLY DENSE AND z 4 DI BLIND Z UNYIELDING CONDITION !! d O — ° FLANGE, 4 DI WYE, ° TYP. OF 2 TYP. OF 2 48" FLAT TOP PRECAST MANHOLE WITH .I ° 11 LADDER AND 36 MANHOLE COVER SIMILAR TO m 4" COUPLING, RENTON STANDARD DETAIL, DEPTH AS SHOWN LL 365 W TYP. OF 2 ° d. . EXISTING 4" PVC °'<.. FORCE MAIN, TYP..44 ` PROVIDE MOUSEHOLE FOR PIPE, TYP. OF 2 0 A v a d n. '. U. °. • 3. a a d a Q., A °. A d ° . ' p d' 12"- 18" ° ° a 4 d LL 11 1 11 LU 4 DI SPOOL (FLxPE), 1-5 Q W Mon r� APPROX. LENGTH, TYP. OF 2 a 61100 D MO Y ro ti WES PROVIDE CONCRETE SUPPORTJ 4" DI SPOOL (FLxFL), o UNDER WYE, TYP. OF 2 0'-6" LENGTH o PROVIDE CRUSHED ROCK EXISTING FORCE MAIN PLAN UNIFORMLY MLY DEPACTED ONSE AND 1" _ 10 PROPOSED FORCE MAIN ACCESS MANHOLE UNYIELDING CONDITION o i n =it—onCn U O 0 Z U 0LU Z U W O w w W U i Z O U o w N CV O In N 0 N W Q LCM U W Of Q O a W N � ti W O 2 2 Q W w z w O w ¢ SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C07 15 34 sA't SEC. s � -a 7'- .'..-FiV'd-ThtLt�f[i�• A/07E= SEC S/D.f SEVYE.,^ CAFI) \ CW Z4/S 5E $><k FOR EXISTING LIFT New Side Sewers U7/UTY LOCATIONS /N \ 01 AS—B ILT per Section %—�' Construction Manual' Sea Speat /6 STA 5+46 20'LT 6 ��°`� INSTALL (I) 4" 45°BEND To Be Laid In 57RFET. E /-z7-sv3� STATION LOCATION Common Trenches - 29" Separation Wherever ossible (Typical) 6 ,� •`� '° 9 RESTORE PAVEMENT (U 4" II I/4° BEND for unicipai Public Works Construction _� ��� ' CONCRETE BLOCKING / APPROX. 9 / PER ROADWAY PATCH 203 C 1 ®ate i RESTORATION DETAIL C05 y - 4 I STAo*lo 2s'Lr 12 PUMP STATION 13 TE: ALT LA N ROADS TO BE 1-1/2', CLASS••B°- IN TALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE { SEE DETAIL BELOW I ' C�:'r�NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. - STA O+IS 5'LT EASTERN LIMIT .-- 'APPROX. g"g INSTALL (I)4 90° BEND �_. CONCRETE BLOCK[ 1 -. ���� / OF SEAL COAT -,''•"'-'-'""�'"(" � € 5' �JP-nFTha�:^28 LF8" PVC&'•P+1,» i v >3 I r\ `�18i` �`f^^� AL I ` �� {1, ���, /o'Lt 21 24/ ^.� .R ksS�r♦,�'�af°�{ i ��:` 2D APPROX. :/ / 251=�:-POND of/o a•et • _ ' ® I (� �� t#aTERSECiSON �'8_�, m.�BriS:O(:...t 20 ��� N �� �o 0Ha 00 1n � � .� al9 P44 + *.- w 41s 1 ?V ca 20 9 Pw \ Q, . Oro H a �� (0Go 9 N * ~ A + �' w O 1 ca LOCATION MAGNET INSTALL rxrlLj A 203 . RESTORE PAVEMENT PER d� ROADWAY PATCH RESTORATION DETAIL C05 W W E z Q) 0 M M � &o N ww(n ?o LOCATION MAGNET 7 SEC. 201, 1 5 �, -- - - T. .__ � W�W_ _ . ..� co .—.-.----...--.I-....... _—. ,.�.�«�.,..... ---.- ,r=-,_._ -..... � �._..----. _ _._�........._:..x..., ..----,--,._�T__._ _,....•,...� - _J...�...�,�.... —. _-- ---,V..-- ,� ........_r _..__._R..� �,..,.«.�.._.y«.._........,--...-..___ - ....... _..-- �...�� .�«.� �.._-�-�r-----..-'- ,�. , ....__ «.v_ -... �•._:.-�.�-._.,�_. ..�.y.....,�......��,_.., .. -'- - --._. '- -- � ��� � w z � w w zzz z d; INSTALL \ \�\�. y� �� �- . �,� -- � •- ' � These Plans Were Revised By 203 NOTE. ASPHALT OVERLAY II RQADS TO 3E 1- l2�. I;LA � - \� 6I� Sar-cghausen Consulting Engineers, Inc � 'Q W ur „ z . RESTORE PAVEMENT PER Au , � � � To Reflect Tf�e -- j INSTALLATION TO BE COMPLETED Ot��E ALL UTILITY SERVICE 'tA \ TM� � � z Q) J C05 _.. "'�'� r � Addition Of Side Sewers And Water ROADWAY PATCH RESTORATION DETAIL CONNECTJONS ARE MADE- AND ROAD BASE CUTS ARE RESTORED.. «6 .� ,tow cow• PI � �.� - -� - Meters For Servicing The Proposed Z `� U W � = N �o °m - �� - - Lots. All Other Improvements, N � � N - -,, _ - ixLj - Except Where Noted On Sheet 1 of 17, w �. U� : _ oN ' - - - }'� / �`" Reflect Design And 1 I raiI1E infi�rmation ..•+-•"'•'i:.: m 4 � t - _ - - _..�' -�. - _ -1 New Side Sewers Ili--_..._ r - � �� _ - --- By Landmark E� Orteer ng r moon � @ �, I►- ft" �„y' `}F� k _------'- To Be Laid 1 n _ w� .�'A,f- u ,, i - - -JI ;, ,1 Common Trenches _ \ It . - _ t W - � ` ; II, - . al _r 'A' ` .. r Possible {Typical] , - - = o 3' d' ' ' '� - ' 0'r- � "J' ' A `' =�' Ch.9f3' ." r` _V 13 L '� - fix. .� 1� 4, - _ .�. jj- --- 3 - ;._ APPROX. 25' ' - Ta z}�ol _ F��"!.--.- ,` a1 " Ia aM� Z:5 - 1 L� , �t3.,1 t " .-.�NSTALi { I 4 4 I#D - ��,� -- y ;. &IIIIIIIIII� _ �°" CONCRETES BL00 ING 66 F 5 ( �.... J-111 . . \ --� .�%, il APPROX. 96' : llllIIll —­­­­ z 69 + moo` , , s , y# ,21�'i nor APPROX. 180I 1 —67, Y 'I- P 0 . 0 Cn Exist. S.S. � i I- $ , ' ' , M1 -` � 1 �` \ -, -0 ti 1,q• 1 '',5 5 1y t w � #.11.00 ([e5•} 1 r: ti� *#,] STA2O+ I k M CVL DE AC' ti - SAN SEW. MH # SA I . E✓ . 41 1 . 10 (8" in) st�x � -' -• --t ` "_ 3 - - - .yy , �Y At3PEo 6" PVC 510C 5EMErS AUUt.D V PVC SI`,]C SLWERS - -_ • _ "+~ , , � ' � - ,' "� Sl�tian L"Kh (L.I.1Rt.1 Statro; Length (Lt. rRlj. Rim.El. 41$,. 07 i �' i I � :.- _ _ --' -� - .�I _ I r _ 0 i-' 20, 0 I_� � � y `; MH £� _ � ._-z-� _ IVD7'Z" F '�� MAIN SHALL E�A1fE m.� 1111111111111111111111 RIM EL.= 419, - ti 32•es ar 11I 1*03 30' U. l,E- 413.50 (Br�IN) 91 ,% 1. _` , w7 G °,W - 4 s �' j I � -. ��\ � MINIM !$° CLF�4F?ANI~I' � u 23*30 2s' at, 14*5 ao' u, I,E-413,40 (8 OUT) - .. - EI_OW TTOM WATER Y t � # , + ! � � 5 13•a0 25' I.t. 1+55 55' Al.R _ �x� _ yr c 0 } � ._.._.. „ � 1 �g� L.E= .. 4 - , AIN. 3 - I ,,�,, 23 65 2�' It1. �,,. x�H �� ss' ki- ll 0 4. ♦� - 3 �- eta - r i ti.\ _ t of . r}-j 74,3Q 22' Ri. itiii 1;�8 JQ' Li. \jam [� ] 1qi- l - ?t�4 �j 24+85 37 Rt. �. __ �••� 7 i ¢'.� � APPROX. 148 _ ,. — � I ` - j 7a+15 3i' L!. k 25•SS 2d' Rt. CIO V \ � - - dr' € ' STA t ELT � ,� �- - 41" r6 25• L:. A 1 1 1 + i & - /5 - { I !Y .. -' c k - , . ram' 26+60 14, R3. I 26.65 3S• 1_I. t` j 1t ,,' y5' ! i INSTALL (I) '4 °.10' BEND �, -�__ °#sw€ = zx4as i5' Ra. ' PROPOSED FORCE MAIN `F t 27•35 33' Lt. \` .� 94 � .� , � -} r � � II I CONCRETE BLOCKING � � � � � � 27,70 atr al. t+'11 { 95 k 3 �' � } � -? #- � :A. ,2 -t� • 7 92 + 83 I 84 30 0JA 5 20' R,.W1 k 424,f0 ; � a \ 4 . ' ° � \ So-.io 2W RLI. Sew. n+'1H #8E3 _ �} ACCESS MANHOLE ,r II ioil .'3 #� I 3050 75' at. 1t70, �� _ i k .: ' 1Q � 7� F , a �55 79' U. Rim Elev.='_4i9�0 �' � *:? � X �+ �. � q I, I �� � 1 3aa5 ]s Rt. . .=•42i,"QO. (8" Out) \ OF, ,• �` l�'C T+ e"E] .1 7« � � I ;� 3w±n 251 Lt- ll 25' U- . 11I { i� , 31+70 25' Ri- " � �,,� lu 0 t S Y� 1 *� S4 /Y l"I,,ti I-IIIIIIIIIIIIIIII� - r`"* -I ; 32=IS 25r U k4 +r� . \ . 3 III 63~,1 .. , " .1 \ New Side Sewers � �'" I' I i rE `\ �' 1 Z' ' _.. �' UHT 75 , To Be Laid I n �-- ter• . I= '64 �' MHO ; - sty z3# s Common Trenches -- -�. - � +�' -- ' 7' .fit' F � N: � � la �� _ --Construction Manua \ - ' -t . w�. � x BUILT per Section � r �' 0 � - i"++ Separation Wherever ���o�rs ram o f AYs ���,�� [possible T }eat sf i t Aj�O $r, o _ d / _I 7�40 L.1` 8`"I'VC i 7 FT 241— . . ° �� �_ - m +$u/� �.q ,.\,% ° - \ 1 PLM, -- Vor Muni i al Public W�or Construction 1973 AT 5.7 lo. t ._�` i mIN 11PVC 69 11m,71 72 - - 6 , r72,# 4 o r! AT 4, i34 `}�� 'N � � 1 � 0 � �- 't o , 'Z 1 0"Orr cr/ar/ dT. - - PT STA ,_.3 04'.00 ! .� o /{ - _y 'Q B \E .11 I z �, oa om m 68 W�. - 1 �-_-► _ ° o = m ° °za�r - Depth ,ze end e - �o = .. „...-.._ . ..t. - m _. am, ..)� . . , ;,. «=3�." ° , asoo . .. - , m ° - Ise®oo .� - - _ - ..umo. a r3a - _ _ ! = 4�_ _ _. °gym° °o ^r.� ,. ... _-.a a eor. : -- - --_ ® ... ..... -'---_ - _ - "' -. k .-_..- ,_.,. • r °. o��. - ° _ l .. ��. r'„ o m _ s e, m m ...._ . - _ - - m� _ - _ __�, - T.-. - ­ I 9-P -I� ­�[, P. z . 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M �' i.- �' CM = I ' Ritr1 IE I:. +ti8. 7 . .t JL .. _ . . 00 ......_,...... s ,I _.._ oO ...... m r 5 + o i Ito} _. �I §I I sr7,, DATE: T 1 .-- ' - �� -. m O .J J U of z o � U LU EXISTING FORCE MAIN PLAN j 0O IY Is - LU `- 0 o 1 10 IY .. — 1= Q > U z z W ZD w LU J li U � CC C� Z 0 M a� IY o a_ z oN cV O CV PZ CV 0 W t� C/)cc Q LU w U 0 0 rn cn � � L Cfl II CV Q ti iZ L.L O � Q W W � 0 W CC SCALE- SHOWN 011 1 II 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 211 DWG NO.: SHEET NO.: C08 1 16 �) 34 EXISTING METER BOX TO BE REMOVED AND RETURNED TO THE CITY 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. - ' -- Or r ti #Alf - 1,1', Jo p i REMOVE CRUSHED ROCK AND NATIVE MATERIAL AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS +7ar.*1 ,R �,,l� ti 'ter ;r � r� • + EXISTING METER BOX AND VALVE. NOT TO SCALE EXISTING STORM CULVERT, DO NOT MANHOLE DISTURB 1.5" DI PVC PIPE, LENGTH TO FIT, TYP. 1.5" PVC GOOSENECK PIPE PENETRATION Ko"'B M03 1.5" PVC UNION co co 4: N coo �, a 00 a, 1 AIR VAC WAS NOT INSTALLED DURING ORIGINAL FORCE ► o Lo ~' P + A w MAIN CONSTRUCTION. EXISTING 1" TAP AND COPPER 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 EXISTING CULVERT, DO NOT DISTURB DO NOT DISTI EXISTING PAVEME EXISTING COPPER BACKFILL WITH CRUSHED ROCK. RESTORE SURFACE TO EXISTING OR BETTER CONDITION. 2" MIN 6" MIN 2" NIPPLE, TYP. OF 2 1" PVC UNION 4"-6" 2" ARI SHORT D-025 COMBINATION AIR VALVE, TYP. OF 2 6" CRUSHED ROCK COMPACTED TO A FIRM AND UNYIELDING CONDITION APPROX. 1' 1" BALL VALVE, TYP. OF 2 ............................. TO BE NORMALLY OPEN EXISTING PAVEMENT, DO NOT DISTURB EXISTING 1" COPPER LINE PROPOSED COMBINATION AIR VALVE MANHOLE ELEVATION � PROPOSED AIR VALVE LOCATION PIPE AND FITTINGS SHA THREADED BRASS UNLI OTHERWISE NOTED. APPROX. 2' EXISTING 4" PVC FORCE MAIN WITH 1 " TAP EXISTING SEWER FORCE MAIN ................................. lAllTU El AT Tnr) r)AII..t)CII AnnE: 0 I I I II\L/"�VLV 111F r LL PROPOSED COMBINATION AIR VALVE PIPING NOT TO SCALE co Q., . 000 H a 441 O � UC-11 zco r~ o 0 V � N zo �cx� CZ Wd cWi) z C� o � o z��� W c�i W c, =�o� �i: mN cn H Z Lu Lu 0 I= am z a uj V 0 Lim 00 0 0 0 of 0 M 0 ' ^ W cn Z O � U O Lu J — w LL z w LuLu J 0 U rn w O CV m CV Lu W 0) 0) U) Lu 0 0 1 2 CV 0 2 2 w � w w z W W w cc ml Lu 0 of z SCALE: SHOWN 0 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: M04 1 17 17341 coI N w ►o 00 �, a 00 Go ''I 6 L0w,� - NIZIIIII. * P+ w II ?v ca co II N % Pw \ Q, � . aro H a,ko NOTE- AT THE DIRECTION OF THE CITY ZII 201 o N � w &" AND PER THE SPECIFICATIONS, REPLACE + w EXISTING DAMAGED PAVEMENT. 05 C�� �P: � _o 21 JW_PV�N.,, f? -15 E, W,M, `_ ��»a � ...i •i+W._...,._.r+-..,._ w•..r,w,.w,r_,�r.rrz•,•w-.wow,-, +•,.�,�,w-.w,.w•rw,-•�_.. �.-n,.++w-_.v. -t,.*.n�:,.rt.,,,�.=r,,..3s.,.rr'IV.�r--.—,�.,y'.,•_.-..._•.•-�._o..y.J._L�_Lr•�.«,arFw,.,•+r ,.. ... .:.. .-, --,—.--._._ ,_...._ .: -, .--.._.--.. T = . ,.'.�+++.'.��h.+•�ivM+w..iW..,•x...aax..+m...,w,•-�••+w'•••4.,.._..�..._..��w•'•�,�.�r�......._.."ww'�•`w''.. w+•_•-r � -.. ._ _ .___-.. '-'�TM�+T� wv�.r• 1 I -I I, �I•I rI u -I� !LT or Section 7 4 Construction Manual U p 1* . D . for- Municipal Public Works Construction 1973 1 - - �_..,. _ -. . I.�,,�-B . lr'��� I -,Date i// ,,� L, . t CUR � r`a% r IY�TE. OLIfMPIIG PIPE LINE WILL �I4-w'.PC: TA - .... ,� .-. ti_. �« w, --w �-- ..xi% �, VER1F1� LOCATION OF HIGH I '"`m<`� ...1� •- x''t;.ti " PRESSURE PETROI..EUM LINE a. ._ _1-._ .... _ � � . � �• _ ,._. �. j�tw�, ,x:.,r ,�..� � s r; 3 I 1, 11;1 2 + 7;� Zp _ _ I Inc$ ��� ,v �;` LOCATION MAGNET �, �. .r .. e�*- w INSTALL �:, y 1 a 203 i C'DC�ICI�AT1r1AIC' RESTORE PAVEMENT PER �� _ 1. 0 (VOTE.' CONTRACTOR SHALL VERIF`f 1 w ' — " ' .. ' - ` . 01 �! LOCATION OF EXISTING C05 �_ ' ''" � , I UTILITY CROSSINGS_ ROADWAY PATCH RESTORATION DETAIL --�- - - . I I EXISTING 12 C.1 _ I WATER MAIN Y ? i CONNECT FORCE MAID � I � E}CISTiNG MANHOLE AIL BELOW' ; � "- ' SEE DETAIL I \ , I I t PROPOSED FORCE MAIN -� APPROX. 60 z , APPROX. 400 `, i<' ACCESS MANHOLE 0 "I...,, w. E'XI IN�Gl� A�S�TLJO?�'�RM ~ } � i t I e� � 4 _ .k. "'�� � #11 � i frililt[1 V L_ �. r i lip i J�„f'T"' t. - It _ i� Y # A , � z• w 1 r "r' t •`7 y # z - I. , i u E +� Y- t"' r I _z, � I w - - :i'. ,"+,^.ar.�w,.,+Yervh..-� ,•,.•�. �.+w..r • - - N .1. I .A�♦, i. _ # _ w_-- r� _.,w4 -�L�a -_-- - _ K�'[� tii i. . >r_.., F � _ �m -.,w . _~� _ 10 Icy - EXISTING STo f�i` _pl. 4f. t f ff E• ao 4**d- - "• �' {,�aa= _------ ------ a -- - -- - g�rya f _ 1' _ _ - . SEWER PIPE } f• `�`O- - - _ _ - isjn; . 3C - Ar - - - - - �� -` r i . . - . -- -A o n .Tu.. •fir= mow,_. "» - . , . •.....,._,_ ,-- . ,tea» o L o 0 E X. vA V t 3 ! ., f - 3 �: '�` Fd Tt7 iA';' F 3 . 5 C a . �', r' . � - I ..._. �.."� r_ - - k S _ Ak'r EifEI� F9 I CI - OF �,1 t � I I - g NI S I�ff�1 ! - f T , } - . R J' :t• 1 v#'ir ME psi ,�R "!�jy$�wi I*# # ' _ - -- ! f - I �t ST,�3 .> k �, �:' °2o HIGH POINT Tk� i3� - ___ Lc?CATE[� ("r)F� 6.C7t:.A`� .lip OF ArN (;F'_IF. I I ; EXISTING I2to C. I. NE I8 0 CU L.V ERT 4- INSTAL 5 ( 1) 4CENT0 45°I BEIVID `AL V - 1 • - . CONCRETE BLOCKING I, � # i WATER MIAIN - _ ff I, I � � � � � � {�, APPROX. 400' APPROX. 165' :, �. ��_a.�� � Ft��C1-� ����:�E-�� ��� ���� ��� � �ak� k-�,F:c� �r�� I�, {:T . k ,I I h`' IiI �Ii'4.I,� 'rlA��.k IAN EXISTING 1M= 36777 .� IT I ,. - - . .'_I 11 - � � � PROPOSED FORCE MAIN � , �� 1. I �....�__._��.��.�,�.�_�.�,_I�.--4I,��.__ ._,�_,�._ j 4 FLxMJxMJ TEE PROPOSED FORCE MAIN y 4"DUCTILE IOig PIPE �'�'���"� STEP 8 1 � ACCESS MANHOLE � -_J- TRANSITION COUPLI,VG :, r l ACCESS MANHOLE APPROVES BY E XIi STING M�11► KOLE to ° - PV FORCEMAIN " � -L � w ��. 11`6 � ___ . ___ � - 1� - . e_11Iw el.r - .I P% .�7, 4:2,�, f�� - . BLIND FLANGE CITY of RENT� DIRECTOR OF PueLic woRres f - p - - _ _ ._.,.. ��, ' _ .. k� ,_ k r . x� ... _ oar• .e.. j t Qo a -. a j y f BREAK INTO MANHO F RM 'N SOIt - - - - t . „t o _ - o �; o - - _ ,o eoo —�- -- - - - - - - o _ __ . ° ° ° - _ _ - - GROUT PATCH AROUND I -- --- :• :n= z __� �_. .. , o . _ - _ - __ _ = . _ - ° o N 3 I _ . l r - A __-.,_ _ - - i�_-� ,���- ,....,, . -- '- .T,. f _ .. - - -- - - - - _. o p e90 ° e o �o .. i . ,_ . ._ _ _ . -F ° o a v _ -w, , -� ! - - - # . • ;}, . „ -° 0 0 �� o - -' _ oF- I �T Nw(�W.� , S k i oe o o „m oo® �a �_ g2 _ o o©a o a C, __ ���_=� m o m ��.�® d�C, .. o° i i °FF� m° +• __ _ ..3 bo » _ . _. _ -_ _ _...-.It o�®— o© - - e r z e mm.°m a o 3p ..j 4 PE x PE i # �E� ` ... o=.. o ,�©o® _C o0 om. o0 0 -• y Y 3 I' RECHANNEL MANHOLE QUCTiLE lRf7N PIPE. i ,. _ { ¢I'. �... -�I _,.�.� _ ... _ - _. .� �__ y-. _--. 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L.1 . 1 „ EXISTING FORCE MAIN PLAN �� Z� � o 0 o � N o Z wN_ w d � Z ICI � �` • = U rz .o Z � .3, wN w( C 4 E- = N _ � O � M � m N Cn IIIIIIIIIIIIIIIIIIIII Z LU LU 0 2 I= z a LU cm) DC O LL W W CC W A 1:10 �_ O of CQ " � �LI 0 m O v 0 O vJ U) U " Z of O 1 U OLU J Of (-) — Cn Z 0 � z z > � w J LL, Of U � I= C Z 0 m a- Of oN o cV 0- z 0 O p__ CL0 V CV W Q_ C/�cc Q L> W LLJ L Cn cn � � �W Cfl CV ti Q 0- LL O �e Q W W 0 W CC SCALE- SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 211 DWG NO.: SHEET NO.: C09 1 18 .,� 34 ABBREVIATIONS SPDT - SINGLE POLE DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST DOUBLE POLE, SINGLE THROW LADDER LOGIC SYMBOL LEGEND INDICATOR LIGHT RELAY INDICATOR LIGHT RELAY o ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES i� - - CIRCUIT BREAKER XXX YY - CB SIZE & N0. OF POLES / SERVICE ENTRANCE, SWITCHGEAR, MOTOR CONTROL CENTER, OR � FLUORESCENT FIXTURE ET -ELECTRONIC TRIP PANELBOARD - WP WEATHER-PROOF A -AMBER G -GREEN XYZ TR -TIMED RELAY �` - g � - B -BLUE R -RED 123 CR RELAY TM -THERMAL MAGNETIC BREAKER MCP -MOTOR CIRCUIT PROTECTOR WALL/CEILING MOUNTED FIXTURE GFI - GROUND FAULT INTERRUPT P -POWER C -CLEAR W -WHITE -CONTROL • „ '� ° � b� `o�'�� �~ w SE -SERVICE ENTRANCE GFI -GROUND FAULT INTERRUPTER SURFACE MOUNTED PANELBOARD C -CONTROL J -INSTRUMENTATION FLOAT SWITCH � --EE� ��o FUSE FUSED DISCONNECT SWITCH EMERGENCY LIGHT WITH SELF PC -POWER &CONTROL CJ -CONTROL &INSTRUMENTATION CKT. -CIRCUIT LIMIT SWITCH Q LIMIT SWITCH, NORMALLY OPEN 0 FLOAT SWITCH, NORMALLY OPEN PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOARD 00 CONTAINED BATTERY C.O. -CONDUIT ONLY N.L. -NIGHT LIGHT RTM RUN TIME METER AL. -ALUMINUM LIMIT SWITCH FLOAT SWITCH w NXX � ❑ FIELD CONTROL STATION WITH NEMA REQUIREMENTS. SURFACE OR PENDANT MOUNTED O FIXTURE7sOC CU. -COPPER LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, NORMALLY CLOSED �GP��' °�° �'�a1�, a' e MOTOR OPERATION COUNTER � ' SSRVS N1 - NEMA 1 N3R - NEMA 3R RECESSED FIXTURE O HOA HAND -OFF -AUTO SWITCH R� RUN TIME METER � 7°,� 0 01 1 q N�r� SSRVS -SOLID STATE N4 - NEMA 4 N4SS - NEMA 4 STAINLESS STEEL N4F - NEMA 4 FIBERGLASS MD MOTION DETECTOR OC OPERATION COUNTER MRIL MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY OPEN, � TIME TO CLOSE PUSHBUTTON Q� � PUSHBUTTON, NORMALLY CLOSED �,. � O " �L' � �, � REDUCED VOLTAGE STARTER N6 - NEMA 6 SFIL SEAL FAIL INDICATION LIGHT N12 - NEMA 12 GASKETED PC PHOTO CONTROL CELL SFTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE LIGHT ti VARIABLE FREQUENCY DRIVE � EQUIPMENT MOUNTING STAND MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN PUSHBUTTON � � O O PUSHBUTTON, NORMALLY OPEN U N u) �n �n Z Lo FIRE SYSTEM SYMBOLS � INDICATE TYPE BY o w w �' Z g .� OH HEAT DETECTOR MOTOR STARTER (TOT) HEATER, WATTAGE NOTED S SMOKE DETECTOR INSTRUMENT METER LETTER TIME DELAY CONTACT THERMOSTAT � � �, W Z~ W dui z z - Z Z q g x�DEVICES MOTOR STARTER W/ OPERATORV F-D]FIRE ALARM DISPATCH STROBE ALARM A -AMMETER VAR - VARMETER AH -AMPERE-HOUR VARH - VARHOUR METER OPENONTACT, NORMALLY OPEN, O TIME TIME DELAY Q • w � 0 a- z �� Z � u w C,,-) W N C D � EQUIPMENT CONNECTION PF -POWER FACTOR W -WATTMETER W a �' _ �` o _ _ A HAND -OFF -AUTO B -OPERATIONAL COUNTER ❑A FIRE ALARM AUDIBLE/VISUAL ALARM V -VOLTMETER WH - WATTHOUR METER TIME DELAY CONTACT THERMOSTAT � J_j� 3 m N N C -RUN TIME METER D -RUN LIGHT E -FAIL LIGHT m SINGLE PHASE MOTOR. HORSEPOWER AS NOTED � FIRE ALARM MANUAL PULL STATION AH VA -VOLT AMMETER RACEWAY LEGEND TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMO SWITCH, NORMALLY CLOSED ADDITIONAL SYMBOLS F -EMERGENCY STOP THREE PHASE MOTOR. 5/i� �L�N L�C��N1� PROPOSED POWER RELAY CONTACT, NC FLOWSWITCH OKKIRK KEY INTERLOCK HP HORSEPOWER AS NOTED OS SOUND SYSTEM SPEAKER � RELAY CONTACT, INSTANTANEOUS CHANGE POWER TRANSFORMER O FLOWSWITCH, NORMALLY OPEN 0 V SOUND SYSTEM VOLUME CONTROL TEL - PROPOSED TELEPHONE RELAY CONTACT, NO CONTROL POWER TRANSFORMER HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED TELM PROPOSED INSTRUMENTATION TRANSFORMER ELECTRICAL PLUG DOORBELL w Fo - PROPOSED FIBER OPTICS PRESSURE SWITCH O FLOWSWITCH O cl) Q Z OP f�ACV77 FLM LEGENO PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH, NORMALLY CLOSED I► � uj VALVE SYMBOLS IPUILOING CURRENT TRANSFORMER ❑� DISCONNECT SWITCH PILOT VALVE SOLENOID 480 VOLT EXPOSED RACEWAY WFUSED DISCONNECT SWITCH 480 VOLT WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY PRESSURE SWITCH � � JVOLTAGE TRANSFORMER aF PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH L` VALVE 120/208/240 VOLT EXPOSED RACEWAY Oo J \I a � CONTACTOR � COMBINATION MOTOR STARTER AND DISCONNECT SWITCH 120/208/240V WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY CT � � V CHECK VALVE LADDER LOGIC LINETYPES _ Z � CAPACITOR CONTROL OR INSTRUMENTATION EXPOSED RACEWAY in in � O RECEPTACLES AND JUNCTION BOX SYMBOLS ENGINE GENERATOR CONTROL OR INSTRUMENTATION, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY COMPONENT INSTALLED INSIDE ENCLOSURE � J U �J CEILING JUNCTION BOX GENERATOR CONNECTION �--� WALL JUNCTION BOX CONTROL VALVE - HOME RUN TO PANELBOARD OR AS INDICATED COMPONENT INSTALLED ON FRONT OF ENCLOSURE 3 POLE SWITCH � uj J RECEPTACLE FLOOR JUNCTION BOX CONDUIT RUN, BROKEN AND CONTINUED SAME FIELD CONNECTED W PID FORMAT S SHEET OR AS NOTED COMPONENT SUPERSCRIPT N SOLID NEUTRAL � DUPLEX WALL RECEPTACLE , 120V WP FLEXIBLE CONDUIT TB TERMINAL BLOCK =WEATHERPROOF G =GROUNDED IG =ISOLATED GROUND X=MEASURED OR INITIATING VARIABLE # Y-READOUT OR FUNCTION XYZ - Z=MODIFIER CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS P&ID BUBBLE IDENTIFICATION CHART �11 GFI =GROUND FAULT INTERRUPTER ABC SURGE PROTECTION DEVICE DOUBLE DUPLEX ABC=LOOP NUMBER INSTRUM� ENT CALLOUT INDICATING CONDUIT SIZE, NUMBER y" GRC, 2-#12 AND SIZE OF WIRE. EXISTING FUNCTION BUBBLE INSTRUMENT IDENTIFICATION BUBBLE 0 o P o SURGE PROTECTION DEVICE � SINGLE RECEPTACLE, 120V CALLOUT INDICATING CONDUIT PER SCHEDULE ISA STANDARDS FOR P&ID � 1st LETTER (MEASURED I 2nd LETTER (READOUTS 3rd LETTER OR INITIATING VARIABLE) OR FUNCTION) (MODIFIER) (ALTERNATIVE) SINGLE RECEPTACLE, 208V XXX FIELD MOUNTED DEVICE OR INSTRUMENT 0 ¢ W � GROUNDING SYSTEM SYMBOLS � Y m � DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, kt) CONDUIT BENT UP OR TOWARD � CONDUIT BENT DOWN OR AWAY FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) 00 � 1 GROUND A g ANALYSIS � ALARM � BURNER (BATTERY) � � (BACK) METAL PIPE GROUND RATING AS NOTED C D COMMUNICATION � CONTROL � CLOSED DENSITY (DELAY) 010 CLOCK E VOLTAGE I I ] CAPPED CONDUIT o 1. _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ BACK PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL CD PANEL) � CONNECTION POINT, EXOTHERMIC WELD. F FLOW � � FAIL (FLOW) ONE -LINE DIAGRAM INFORMATION CADWELD OR APPROVED EQUAL. �N TELEVISION G GAS I IGREEN BULB o O ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT TELEPHONE H HAND I MANUAL I HIGH CURRENT (INTRUSION) � INDICATE � EXISTING EQUIPMENT AND CONDUIT FRONT PANEL MOUNTED INSTRUMENT OR DEVICE(LAB ROOM PANELGROUND ) w __j cn J POWER (EQUIPMENT) � o THE GROUND ROD. _�_ _ _ _ _ _ _ _ I � PROPOSED EQUIPMENT AND CONDUIT0 OPERATOR INTERFACE DISPLAY (LOCAL PANEL) N J Z O uj � C� PIGTAIL, BARE COPPER, LENGTH AS TELEPHONE/DATA WITH CABLE K L TIME CONTROL STATION I I LEVEL LIGHT LOW GROUNDING EQUIPMENT AND CONDUCTORS w � � Z REQUIRED, 8' MINIMUM. a TELEPHONE DATA WITHOUT CABLE � M I I MOTION MIDDLE I I ���,�����,�����,����_ CONDUIT WIRING OR EQUIPMENT TO BE REMOVED � OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) � � W g W W o � CONNECTION POINT, MECHANICAL, N 0 USERS CHOICE USERS CHOICE � I OPEN � SWITCH OUTLETS COMPRESSION TYPE. P Q ---------------- PRESSURE I (PUMP) I (PRESSURE) QUANTITY (EVENT) � TOTALIZE � � � � O � N a' C:) ELECTRICAL SITE PLAN SYMBOLS S O STANDARD SWITCH, 120VAC, 20 AMP UTILITY POLE AND GUY WIRE R RADIATION (REQ'D) I RECORD I RED BULB GENERAL NOTES N a cc HH MANHOLE OR HANDHOLE S (T. WAY 3-WAY SWITCH, 120VAC, 20 AMP S T SPEED (SMOKE) I SWITCH I SOLENOID TEMPERATURE � TRANSMITTER � (TRANSMITTER) 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. w ¢ � o3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � HH S O 3-POSITION SWITCH, 120VAC, 20 AMP, U MULTI VARIABLE MULTI FUNCTION � � Q a � W �P BURIED POWER VAULT OR MANHOLE HOA HOA LABEL SWITCH POSITION V VALVE VISCOSITY (pH) I I 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENTco co HAND -OFF -MOTION OR PHOTO W WEIGHT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT ll`_ X UNCLASSIFIED SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE o T TELEPHONE VAULT OR PEDESTAL S SINGLE -POLE S PILOT -LIGHTED Y I USERS CHOICE RELAY (TRANSDUCER) I REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY DEE P _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ � _ _ _ _ _ _ COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR z F FIBER OPTICS VAULT OR PEDESTAL S DOUBLE -POLE ISK KEY -OPERATED Z POSITION I I REQUIREMENTS. W � 0­0 LUMINAIRE S THREE WAY S LOW VOLTAGE LV � � � � 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 3 S FOUR WAY S MASTER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE o" 1" 2" 4 M I I ENGINEER. PAD -MOUNT TRANSFORMER S DIMMER❑ PUSHBUTTON I I DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: S OCCUPANCY I I OS SENSOR E01 19 34 EXISTING PAD MOUNT TRANSFORMER OUTSIDE _00� MAIN SERVICE � Nil DISCONNECT _ = 100/3 SE, TM > 0 I Z EXISTINGT480/277 -VOLT Pi � PRIMARY SERVICE _ 1 L ELECTRICAL NOTES 1� 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 N0. E06 FOR ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 4 4. CONNECTION TO REINFORCEMENT GRID. SEE DWG N0. E06 FOR ADDITIONAL DETAIL. E5. SEE DWG NO E10 FOR CONTROL LOGIC DIAGRAM. XX 6. SEE DWG N0. E09 FOR CONDUIT AND CONDUCTOR SCHEDULE. QX 7. SEE DWG N0. E09 FOR ELECTRICAL EQUIPMENT SCHEDULE. SERVICE ENTRANCE r1Ior%nAIAICr%T #6 M S/N GN[ P2 — — UTILITY METER MANUAL TRANSFER SWITCH, "MTS" #6 11OND T, GROUNDING NO SCALE STANDBY GENERATOR AUTOMATIC TRANSFER SWITCH, "ATS" ATS I MTS p i 100/3 � TM I I � 40KW I I CONCRETE REBAR MAT UUivivECTION GROUND PER N.E.C. — — — — — — — — — — — — — — — — — — MOTOR CONTROL CENTER 480V, 3�1 4W, 42 KAIC WITHSTAND, 600A BUS 1 A 1 G 3A 1 D ill 2A 2F 3F n I I 100/3 TM 30/2 40/3 40/3 I 2 jRM TA TR A POWER 480V METER 10KVi 1 3V PMR 240/12( 0 PHASE MONITOR O SPD RELAY I IifL11 240/120V GND BUS INSIDE L— GENERATOR RECEPTACLE NEMA4XSS POWER JUNCTION BOX MOUNTED INSIDE ENCLOSURE. ONE -LINE DIAGRAM NOT TO SCALE PROPOSED SI INSTRUMENTATION )L JUNCTION BOX SIDE ENCLOSURE. N BOX ENCLOSURE, kIL ON DWG NO. E06 IDE GROUNDING BUSHING :QUIRED BY NEC AT END OF ►UIT, TYP. WET WELL 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 � co O N � \Lo co �I ° o dL0 z� rn� o 0 V N Zo � �cc� C Wd cWi) z Z WNw� = N _ O r" �i: mN Q Q Lu z J Lu z O J a cm) DC H cm) Lu J Lu LL 00 Of z m 0 0 CV O W J crvoo W Z O U o Lu J ry - wLL Z Of o � z z � w J LL, u ry U U) Z O 0 ry 00 O W O CV 00 0 cV W 0) U) W of Lu L 0 0 CV m o O o W w z W WLu Lu cr ml z O CC Lu 0 of z SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E02 1 20 ]73�4_j co O N � \ H R 441 co STANDBY GENERATOR a o CONCS \ �w� A C°NC SD cn I U e °N a SDI_ �- — — V 4 cn cn cn Z Lo co o 0 C8 w w z o a _ w -- c� z� w a z Z w dco P5 z w z a 36 P14 c� _ Z U J o 4 a z u w C" a ELECTRICAL BUILDING w al U) N 04 N 04 G S g P17 c2 J2 Ar P13 a Z •' p�c ss .......... 0 am P 9 plc 166 W a — ss x 8 �,' P � x Ass vc x c� P /8 _— �: P18 0 / L K ss p�C SS / G I . xCJ 0 / �'' P • I • 1 GWINQ P � � S ►� • I VALVE VAULT uj 1 • / JUNCTION BOX �x J X ENCLOSURE uj x x �x x x x x I WETWELL cl- Q P Q � m ti, �o 0 0 LL Lu cc I 00 ti m 0 z 0 PLAN - its = 10' 0 M U Lu 0 J C/) W O Z U cb o Lu z w LL Cn O z z w jLu J � U U) O C-) rn rn � O O W CV CV ZO M 0 IT-CN Lu cc Q Q w w of o 0 0 C� co � w CV Q m O O o WW W 0 SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E03 21 34 ELECTRICAL NOTES 1 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 N0. E09 FOR CONDUIT AND CONDUCTOR SCHEDULE. INTAKE LOUVER ACTUATOR, 120V, 1 �, "LA-1" TELEMETRY PANEL, "RTU" TELEMETRY ANTENNA, SEE DWG NO. E07 FOR DETAIL. FLOW METER TRANSMITTER 0 "MTS" "ATS" P5 "RTU" C8 P14 STANDBY GENERATOR, SEE DWG NO. E08 FOR DETAILS. O O A3 LIGHTING PANELBOARD, "L", LOCATED THIS SECTION INTRUSION DISABLE J QH KEY SWITCH MAIN SERVICE DISCONNECT BOLLARDS, TYP. TO SWITCH, SEE THIS SHEET FOR CONTINUATION P17 ELECTRICAL BUILDING AUTOMATIC TRANSFER SWITCH, "ATS" GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS" EXHAUST VENTILATOR AND LOUVER, 120V, 1 �, "EF-1" AND "LA-2" C2 UTILITY METER "RTU" TO FLOW METER TRANSMITTER P1 CONTINUES TO UTILITY TRANSFORMER, SEE ELECTRICAL SITE PLAN HATCH OUTLINE, TYP. ELECTRICAL NOTES XX 1. SEE DWG N0. E09 FOR CONDUIT AND CONDUCTOR SCHEDULES. QA 2. SEE DWG N0. E09 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 3 3. GROUND ROD PER N.E.C. (TYPICAL), TYP OF 2. USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG N0. E06 FOR ADDITIONAL DETAIL. 4 4. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG N0. E06 FOR ADDITIONAL DETAIL. A# 5. SEE DWG N0. 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. L POWER DISTRIBUTION AND SIGNAL PLAN 1 /2" = 1 ' - 0" TO SWITCH, SEE TH FOR CONTI O CLASS 1, DIV. 2 (HAZARDOUS AND CORROSIVE AREA) SUMP PUMP V/`%L V L V/`%UL I JUNCTION BOX ENCLOSURE A C6 "RTI I" LIGHTING, RECEPTACLE, AND GROUNDING PLAN NELL 1/2 it = 1 ' - 0" 4 TO SITE LIGHTS co O N � \Lo co Q., . 000 H a 441 o UC-4 zCID r~ o 0 V � N zo � � c/) w� w d � z C� o � o z a d w, w N =�� o �i: mN Z a J Q U DC H U Lu J uj O O 2 0 U Lu 0 J c w zo) O 6 U oLu J - w U- z w J Lu Lu � 0 U rn rn rvoo 0 0 Lu CV CV am C CV W ui 0 0 Q cr) 2 Cfl CV ti m O O 0 W � W z W W Lu W cc ml z O cc 0 of z SCALE: SHOWN 0 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E04 22 173e4j co O N � \ H 441 co N Q., . 000 H a O � MOTOR CONTROL CENTER, "MCC" WITH DEPTH EQUAL z Lo II Z CID 20 No rn� 0 V Is-_ N II wwz cn I000 5-0 MAX w z �- w�c/) z W d� 11-811 TYP. -- z z z �dw coo Jo z zjU w - =N wIcn =o� mN NAMEPLATE N=A J RUN-TIME METER=B NTER DISCONNECT � OPERATION COUNTER Lu SWITCH — Qboll VFD DISPLAY uj =E i z =F Lu PUMP EMERGENCY �L STOP LIGHT EMERGENCY STOP — PUMP OVERTEMP LIGHT 0 BUTTON 7'-6" 0 PUMP SEAL FAIL LIGHT o o=H V J z PUMP RUN LIGHT Q 0 O O PUMP FAIL LIGHT=K WPICAL VFD PANEL DETAIL EQUIPMENT PAD, SEE NOT TO SCALE DWG NO. S02 DETAIL. U— Lu W Q cc 00 o � m ca MOTOR CONTROL CENTER LAYOUT ti 0 z rA 1 of i $-off �E04 0 Lo U W J c W 0 z 0 cb o Lu z w LL Cn o z z � � w LL, J � U C� z 0 rn rn � o Lu O CV ZO 00 O CV 0 W � 0) 0) U) pC Q Q w w Lu Lu 0 0 rn W Cfl � CV Q m O 0 0 W � W W � SCALE: SHOWN 1 2�� DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E05 23 1 173�4.j 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. NEMA4XSS 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 CABLF T^ CABLE TEE CONNECT PE If EXPLOSION -PROOF SEAL FITTING) INSTRUMENTATION AND CONTROL TERMINAL %AL AS ISTRUMENTATION AND ONTROL JUNCTION BOX. NEMA4XSS 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 Ut I AIL NOT TO SCALE CADWELD TYPE RR. CADWELD ENE, n n o' r T^ 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" 0. 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. nnnln►ELD CABLE TO CABLE CONNECTION. #6 COPPER CONDUCTOR (TYPICAL) GROUND CROSS DETAIL NOT TO SCALE GROUNDING CONNECTION DETAILS NOT TO SCALE E'1 JUNCTION BOX ENCLOSURE EXTERIOR ELEVATION DETAIL n^�innrTr HOVER. GROUND ROD DETAIL NOT TO SCALE ROUND ROD PROTECTOR 13" ­IEIGHTWITH 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. CABL 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) \ U. •a. •o. •a. •a. •a. •a. •a. •a. •a. •a. •a. \\ 0 w on ri•o.' •-o •o.' •o.' •o.' -o.' — o.''•o.''•o.''•o.''•o. '•o.''•o.''•o.''•o.''•o.' •o.''•o.'' Q \ 9 0.' LJJ `f) z — -o.' •o.' •o.' •o.' •o.' -o.' •o.' •o.' •o. •o. -o.' •o.' •o.' •o.' -o.' •o.' •o.' •o.' •o.' -o.' •o.' •o.' •o. _ co o > z 611 COVER OVER 3�� :: y : !•;:. _\\ _ HIGHEST CONDUIT IN ho „.. TRENCH '\ `� `� SAND BEDDING MATERIAL PER 'ER GROUND ROD. j }..'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 O Lo 0 ul A co co 441 w e. UC-4 zco r~ o 0 V � N Z0 � � �c/) W d � z uo o z� W� WN = N _ O � �i: m N cn J Q H uj in Q c.i cc v uj J uj U- 0 co U W J 0 w Z 0 U OLu J of — w U- 0 z 0 w J Lu Lu 0 U rn O W 0V C 0 Lo N W N cn w Q W U 0 0 6 co co CV ti m o 0 o W z W W Lu cr_ Lu cc ml 0 cc Lu 0 of z SCALE' SHOWN �1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E06 1 24 173�4_j 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 N0. 1W7BINT WITH CONSTRUCTION CORE. NO SUBSTITUTION. SECURE SWITCH TO HOFFMAN ENCLOSURE WITH A MINIMUM OF (1) N0. 10 SHEET METAL SCREW EACH CORNER. SELECTED CORE SHALL ALLOW FOR KEY TO BE REMOVED IN THE OPEN OR CLOSED POSITION. INTRUSION DISABLE SWITCH NO SCALE BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE LIMIT SWITCH CHECK VALVE LIMIT SWITCH DETAIL A AITCAIAI A rrrM I IAIC TELEMETRY ANTENNA, POSITIONED 20' ABOVE GRADE. CONTRACTOR SHALL COORDINATE WITH OWNER ON DIRECTION TO POINT ANTENNA. NOT TO SCALE :ATHER HEAD FH CORD GRIP SHING 2" RIGID GALVANIZED STEEL CLAMP DU IT 'IT" FITTING =RIOR CMU WALL LAMP; FASTEN TO CMU WALL AND /IDE BLOCKING AS REQUIRED ARE COPPER GROUND TO JNDING SYSTEM. LjL-,..j%.KING ANTENNA INSTALLATION DETAIL NOT TO SCALE" 4" X 1/4" STAINLESS STEEL PLATE. WELDED TO WET WELL ACCESS LID FRAME. 0v0v0v0v0v0�0v0v0v0� 0A0A0A0A0A0A0A0A0A WET WELL ROOF SPACE FOR FUTURE FLOAT ..................................................... . .......... .. \/r 'IV HIGH LEVEL PUMP START FLOAT, 5-0" ABOVE WET WELL FLOOR LOW LEVEL PUMP STOP FLOAT, 1'-6" ABOVE WET WELL FLOOR ACCESS HATCH LID PROVIDE HOOK AT EACH FLOAT CONNECTION TO MOUNTING BRACKET FOR ADJUSTING FLOAT HEIGHT EMERGENCY PUMP STOP FLOAT, l'-0" ABOVE WET WELL FLOOR FLOAT OUNTING DETAIL PRO„11r r%-r r% A 1\ 1 r%r-I Irr WELD BRACKET TO STAINLESS STEEL ANGLE (TYPICAL) 2" SCH 80 PVC WYE FIT' TRAN 2"x 1 /4" S TA I N L E S SI 4"Qx2" PIPE CLAMP (7 CONTRACTOF PROVIDE A MINIMI PIPE CLAMPS; EQUALLY ALONG THE OF 2" PIPE FOR SL 1/2"0 STAINLESS STE BOLT AND NUT (TYPIC) LEVEL TRAN; 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 AI iA II A MI r nn A nr IAI WETWELL. MOUNT ACKET. 3/8"0 SST EYE BOLT, NUT, AND ANCHOR �ARABINER SIZED TO IFTING CABLE WET WELL PASSIVE VENT ✓IDE 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 SEE DWG NO. E09 FOR LIGHTING FIXTURE SCHEDULE HANDHOLE � GROUND LUG � #6 AWG COPPER GROUND CONDUCTOR � 6° /ih FINISHED GRADE '-0" 5 NOT TO SCALE 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. 450 CHAMFER AROUND EDGE. 24" MIN CONDUIT AS SHOWN ON SITE PLAN (6) #4 VERT EVENLY SPACED � 21_011 � / � #4 HOOPS @ 12" O.C. GROUND ROD OUTDOOR SITE LIGHT DETAIL NOT TO SCALE co Lo Lo . . co ago H a 441 O � UC-4 zco r~ o 0 V � N Kcs _g� m�C/) W d � z uo o Z � �� W C, W c, =�0� �i: mN cn J Q H uj in Q c.i o� v uj J uj 0 U W J c W Z 0 U cb o uj J z W U- o Cn z z w J LL, LU rvoo � Z of O O W CV CV o CV W w 0 0 co co CV ti co o 0 � o W Ea W Ea z W W Lu ml of z SCALE: SHOWN I I Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E07 25V34 co O N � \ H 441 EG CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSHBUTTON, co AND CIRCUIT BREAKERS THIS END. �� ,�cz Q., . 000 H a A O � El U CV ,_ „ BOLLARD AND BOLLARD 601 cn cn to z OTYP. o 0 FOOTING TYP. SO4 °� ~ ""co � N W W fly Z o W z W °p ") H z z W d cWi) z zw or a z o J -� zJU W� =N mN ftft GENERATOR WITH SOUND Q ATTENUATED ENCLOSURE cn 0 � J 4'-0" MIN. EG CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSHBUTTON, AND CIRCUIT BREAKERS THIS END. Lu 09 0 SECURE GENERATOR AND FUEL (j 0 TANK PAD WITH 1/2" CONCRETE V uj ANCHORS OR APPROVED ►I DUAL -WALL SUB BASE FUEL z �� EQUAL. EMBED MAX 3 IN Q TANK WCONCRETE, TYP. OF 4.LL (5 4'-0" TYP. MIN 6" CRUSHED SURFACING CONCRETE PAD COMPACTED TO FIRM AND UNYIELDING CONDITION 7" 811 Lu 0000—, !3: Q Lu °O M � � — — 0 m O z 0 STRUCTURAL FILL COMPACTED 0 #5 @ 12" O.C. EW, T&B TO 95% MAX DRY DENSITY PER c� MODIFIED PROCTOR. o GENERATOR WITH SOUND 0 ATTENUATED ENCLOSURE 13'-8" J Cl w of z 01 0 � U OLu z w LL Cn o GENERATOR AND FUEL TANK SIDE ELEVATION VIEW Z-O" TYP. CONCRETE PAD W W W z 0 rn rn � 0 0 Lu CV CV ZO O M Cl CV W GENERATOR AND FUEL TANK PLAN =3 =3 pC Q Q L> W 0 0 co w co F— CV Q m O 0 0 W � W W � SCALE: SHOWN �1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E08 26j734 O co ° OA � \ .�,LO O �� cn cn to Z 0 OC �" U o N W W fly Zoo W Z W °° "' z z w d� �Z Z w z : wr'.c� U o Z0� z�u W�=N 0� mN 0 a cn uj J 0 � uj mr 0 cn J CJ 0 V J a uj J uj U- Lu W Q Lu 00 m 0 z 0 0 0 w J * NUMBER OF LAMPS PER FIXTURE o z Lu OLu Z w Cn o z z � � W uj JLu Z 0 w CV CV ZO 0 0 CV CV uj cc Q Q w w 0 Q CV Q m o o o � o W Ea Ea W � SCALE: SHOWN DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E09 27 V344.1 ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. A SERVICE ENTRANCE DISCONNECT SWITCH - NEMA4X HDL 36100 WITH STAINLESS STEEL, HEAVY DUTY SERVICE RATED, 100-AMP, 480 SQUARE D ENCLOSURE OR EQUAL VOLT, 18,000 AMP INTERRUPTING RATING. © FLOWMETER -WITH REMOTE TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS C _ GENERATOR RECEPTACLE 100A, 480 VOLT, 4-POLE, 3-WIRE, MODEL ADR1034 W/ THREADED CAP, WEATHER PROOF. APPLETON MODEL AJA100 ANGEL ADAPTER OR EQUAL LIGHTING FIXTURE SCHEDULE MANUFACTURER LAMP LAMP CATALOG TYPE DESCRIPTION NAME MANUFACTURER CATALOG NO. QTY. N0. 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 - (l)-27W 10C LED. 700mA, 5000K COLOR TEMPERATURE, 120VAC, MOUNT BOTTOM OF DSXW1 LED 10C 700 50K T3M 120 INTEGRATED PANEL SCHEDULE L N0. L LOCATION: MCC SERVING: LIFT STATION 240/120 60 AMP VOLTS 3 WIRE MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLE 0.18 20 POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1 UTILITY TRANSFORMER MAIN SERVICE DISCONNECT SWITCH 1 1/4" (3) - #39 (1) -#3 N P2 MAIN SERVICE DISCONNECT SWITCH UTILITY METER 1 1/4" (3) - #3j (1) -#3 N, (1) - #8 GRD P3 UTILITY METER AUTOMATIC TRANSFER SWITCH "ATS" 1 1/4" (3) - #39 (1) -#3 N, (1) - #8 GRD P4 AUTOMATIC TRANSFER SWITCH "ATS" MOTOR CONTROL CENTER "MCC" 1 1/4" (3) - #3, (1) -#3 N, (1) - #8 GRD P5 STANDBY GENERATOR MANUAL TRANSFER SWITCH "MTS" 1 1/4" (3) - #39 (1) -#3 N, (1) - #8 GRD P6 GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH "MTS" 1 1/4 " (3) - #3j (1) -#3 N, (1) - #8 GRD P� MANUAL TRANSFER SWITCH "MTS" AUTOMATIC TRANSFER SWITCH "ATS" 1 1/4" (3) - #3j (1) -#3 N, (1) - #8 GRD P8 MOTOR CONTROL CENTER "MCC" JUNCTION BOX ENCLOSURE 1" (3) - #10, (1) - #10 GRD, (5) - #14 P9 MOTOR CONTROL CENTER "MCC" JUNCTION BOX ENCLOSURE 1" (3) - #10, (1) - #10 GRD, (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 (ED LIGHTING PANEL, "L" BUILDING HEATER 3/4" (2) - #12, (1) - #12 GRD (ED LIGHTING PANEL, "L" DEDICATED SUMP PUMP RECEPTACLE 1" (2) - #12, (1) - #12 GRD (ED LIGHTING PANEL, "L" STANDBY GENERATOR 1" (4) - #12, (1) - #12 GRD BOCK HEATER AND BATTERY CHARGER P15 MOTOR CONTROL CENTER, "MCC" INTAKE LOUVER ACTUATOR, "LA-1 3/4" (2) - #12, (1) - #12 GRD P16 MOTOR CONTROL CENTER, "MCC" EXHAUST VENTILATOR, "EF-1" 3/4" (2) - #12, (1) - #12 GRD P17 LIGHTING PANEL, "L" NORTH SITE LIGHT 1" (2) - #12, (1) - #12 GRD P18 LIGHTING PANEL, "L" SOUTH SITE LIGHT 1" (2) - #12, (1) - #12 GRD P19 LIGHTING PANEL, "L" TELEMETRY PANEL, "RTU" 3/4" (2) - #12, (1) - #12 GRD CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C1 HEATING THERMOSTAT BUILDING HEATER 3/4" (2) - #14, (1) - #14 GRD C2 TELEMETRY PANEL, "RTU" VAULT JUNCTION BOX 1" (10) - #14, (1) - #14 GRD C3 VAULT JUNCTION BOX INTRUSION AND CHECK VALVE SWITCHES 3/4" (8) - #14, (1) - #14 GRD C4 VAULT JUNCTION BOX FLOOD SWITCH 3/4" (2) - #14, (1) - #14 GRD C5 TELEMETRY PANEL, "RTU" BUILDING INTRUSION SWITCH 3/4" (2) - #14, (1) - #14 GRD C6 TELEMETRY PANEL, "RTU" JUNCTION BOX ENCLOSURE 1" (6) - #14, (1) - #14 GRD C7 JUNCTION BOX ENCLOSURE FLOAT SWITCHES 2" (3) MANUFACTURER'S CABLES �$ AUTOMATIC TRANSFER SWITCH "ATS" STANDBY GENERATOR 1" (3) - #14, (1) - #14 GRD C9 TELEMETRY PANEL, "RTU" STANDBY GENERATOR 3/4" (8) - #14, (1) - #14 GRD C10 TELEMETRY PANEL, '�RTU" AUTOMATIC TRANSFER SWITCH "ATS" 3/4" (2) - #14, (1) - #14 GRD C11 TELEMETRY PANEL, "RTU" INTRUSION DISABLE SWITCH 3/4" (2) - #14, (1) - #14 GRD C12 COOLING THERMOSTAT MOTOR CONTROL CENTER "MCC" 3/4" (4) - #14, (1) - #14 GRD C13 TELEMETRY PANEL, "RTU" MOTOR CONTROL CENTER "MCC" 1 1/4" (30) - #14, (1) - #14 GRD C14 TELEMETRY PANEL, "RTU" SMOKE DETECTOR 3/4" (4) - #14, (1) - #14 GRD INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES J1 TELEMETRY PANEL, RTU FLOW METER TRANSMITTER 1 (1) 2-CONDUCTOR SHIELDED CABLE, (6) - #149 (1) - #14 GRD 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 P YQ 4""o) VARIABLE FREQUENCY DRIVE EMERGENCY STOP .I. 0-- SIEMENS 3RN1012-1CK00 RELAY, OR EQUAL WARRICK SERIES 17, MODEL 17A1 GO INTRINSICALLY SAFE RELAY, OR EQUAL VARIABLE FREQUENCY DRIVE EQUIPMENT IN MOTOR CONTROL CENTER, SEE SPECIFICATIONS CR1 CR2 RTU 4-20mA 4-20mA PUMP RUN SPEED SPEED CONTROL INDICATION 480 VAC TO 120 VAC, 10, CPT COOLING FANS AS REQUIRED CR 3 CR 4 PUMP PUMP PUMP OVERTEMP SEAL FAIL FAIL DIAGRAM 1: PUMP TYPICAL NO SCALE i i i i � "EMERGENCY STOP" PUMP RUNNING � "ELAPSED TIME (HOURS)" � "START COUNTS" "PUMP RUNNING" � "PUMP FAULT'S � PUMP FAULT ETHERNET CONNECTION, � SEE DWG N0. E13 FOR COMMUNICATIONS DIAGRAM � PUMP OVERTEMP ALARM � "PUMP OVERTEMP � ALARM LIGHT� � PUMP SEAL FAIL ALARM j "PUMP SEAL FAIL � ALARM LIGHT" � LJ 20A N H VAC CONTROL PANEL, LOCATED IN MOTOR CONTROL CENTER CR1 20A DIAGRAM 20. HVAC CONTROL PANEL NO SCALE I HANDSWITCH PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL SHALL CONTROL LIGHTS IN AUTO POSITION. N l M EXHAUST VENTILATOR, "EF-1" / / / - — M INTAKE LOUVER, "LA-1 " / COOLING SYSTEM CALL "EF-1 RUN" NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. co O �' �' E co co N ° �w� ~ A O � wq-41 U� z� rn� o 0 V CNJ Zo53 � W W d CO Z � W c, W � = N =�0r" �i: do T cn Q a cm) DIAGRAM • BUILDING EXTERIOR LIGHTING CIRCUIT = W NO SCALE Lu cc 00 co PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Q VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. z 0 0 00 U Lu 0 SMOKE wcn RTU DETECTOR o Z o J oLu 24V ��---- ---------------� (1) +IN Cn o Q v I z z W W W 24V �------- --� (2) +OUT ❑ oc I � z I 0 I--- --------- (3) IN/OUT I o C z 0 0 o 0 N N Lu Icn cc +�----------------------� (4) A Q Q w W SMOKE of o ALARM Q \ o 0 _�-----------------------� (5) A o a, I co N o o � o WW O W � DIAGRAM 4m. BUILDING SMOKE DETECTOR CIRCUIT SCALE: SHOWN NO SCALE Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E10 28 1 ]73�4-j CR HH EVEL LIGHT 11 CR LL =VEL LIGHT E CR ES =NCY PUMP _IGHT 11 CR 3 TR 1 1 �<>- -5 MIN. IN FIELD TR 2 -5 MIN. IN FIELD CR 4 )-0 CR SEL 1 "HIGH LEVEL FLOAT" "HIGH LEVEL LIGHT" 1 "LOW LEVEL FLOAT" kk "LOW LEVEL LIGHT" 1 "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 r SELECTION DIAGRAM 50. BACK-UP FLOAT AND PUMP CONTROL NO SCALE CR M1 CR M2 PUMP NO. 1 � � PUMPN0. 2 EA �R 2 )- . 1 RUN 2 RUN GH T" rH T" UMP REQUIRED )H EET M LIGHT" -AIL LIGHT" -AIL LIGHT" CENTER "MCC" ' i PUMP NO. 1 CALL 1 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 QQ VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. co O LO44, \ LO W UL0 z� rn� o 0 V 04 Zo � C W� W d cWi) Z � Z C-) W ci W 04 04 =�O� mN N cn a o� c� a cm) 0 LL Q W cc o m ti 0 z m 0 0 00 U Lu J � 0 "' Z 0 0 o J OLu w LL - Cn z 0 z z w J U, � Lu U U) Z 0 O CV o CV Lu ZO 0 CV 0 CV 0 Lu 0) 0) U) DC Q Q L> W U O CO w CV Q m O o � o w � w O w � SCALE: SHOWN 1 2�� DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: El 1 29V3 co O N Ln \ H 44, co N Q., . 000 H a O � 3'-0" MAX. 12" DEEP NEMA 12 ENCLOSURE UC-4 cn cn to z co o CII-4 NAMEPLATE w w ? w z W � ui CIO z Z W d60 FALCON RIDGE LIFT STATION ~ Z w Z TELEMETRY PANEL z -� WNW NW �.U) N HN � mN OPERATOR INTERFACE >= 00 J DOOR HANDLE 0 PUMP 1 PUMP 2 0 RUN FAIL RUN FAIL loj la 01101 _ UJ CJ 0 Z �— 4 0 MAX. LEAD PUMP HAND OFF AUTO PUMP 1 PUMP 2 HAND OFF AUTO a o� ALARM HIGH LEVEL LOW LEVEL EMERGENCY PUMP RESET LAMP TEST 0 0 0 0 0 0 ® , LL Lu W Q cc 00 O of m ti O z 0 0 O� U Lu Cl WARNING J of w 0 6 Z U 120 VAC J o Lu KEEP OUT 'z C� o z z � WARNING LABEL W z 0 FALCON RIDGE LIFT STATION PANEL DOOR LAYOUT o U-1 C o NOT TO SCALE CV CV U-1 cn cc Q Q w W 0 0 rn co w c0 F- CV Q m O 0 0 W � W W cr- SCALE: SHOWN PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Q VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF 111 2�� THE CONSTRUCTED AND INSTALLED CONTROL PANEL. DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E12 30j734 120P 120 VAC 1 PH 60HZ 120N 20A � VIA COMPACTLOGIX G N D 05370 L 1 PLC BASE �' w" • • 1CB MODEL NO. 20A Q 1769-L18ER-BB1B L1 L2 24P L LINE SURGE N PROTECTOR L N 2CB L2 3CB DOOR SWITCH L30— 044� 0 4CB L4 5CB THERMOSTAT L5 0— —0--- 0- 6CB L6 7C6 L7 8C6 L8 CB BAT 9CB 24P1 24P2 24P3 24 P4 AC POWER FAIL 4/PF CR 1 —0 LIGHT SPARE SPARE POWER SUPPLY 24VDC PF C + DC IN UPS DC IN 24 VDC Ll DC OUT BATTERY 12V BATTERY DC OUT BATTERY PANEL HEATER + DC IN POWER SUPPLY DC IN + DC OUT 24VDC TO 24VDC DC OUT 1006 � "COMPACTLOGIX 1769-1-18ER 11CB ETHERNET SWITCH 12C6 OPERATOR INTERFACE N1 N2 N2 N3 N4 N5 N6 N7 24N 00 0 0 z ca 0 co ago H a 44, o U CV Z� rn 0 O V N Z0 � �CC! C0 w w d C0 Z Z w c'i w N =�O� �i: mN cn z b 0 i Q O co z W � H �� VO 0 V V Z J O w am I p LL Of Lu cc ml 13CB 24 P5 D ETHERNET RADIO o 14 B C RJ45 RJ45 J w o cn Z o o 24P6 INPUTS/OUTPUTS o, J o wr)DPLC PUMP 1 VFD PUMP 2 VFD LU � LL U) o 15CB 24P7 z W z W � W � D BACKUP FLOATS z 16CB RESET U �� 24P8 04 SMOKE DETECTORCOMMUNICATIONS LAYOUT rn o rn o ui 0 ---------- o 17CB NOT TO SCALE 0 CV cn 0 CV �, o ui �„ Q- cc 24P9 D FLOWMETER TRANSMITTERof Q Lu w W Q 0 0 W 18CB 24 P 10 D SPARE co '- o m � o 19CB 24P11 D SPARE W 00 W � POWER LAYOUT NOT TO SCALE PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Q1 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. SCALE: SHOWN 0 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E13 31 ]73�4 AC CONTROL POWER FAIL DC CONTROL POWER FAIL DC UPS FAIL ALARM DC UPS LOW BATTERY DC UPS BUFFERING ALARM RESET BUILDING INTRUSION SMOKE ALARM STATION FLOOD HIGH WET WELL LEVEL FLOAT LOW WET WELL LEVEL FLOAT EMERGENCY STOP FLOAT PUMP NO. 1 RUN PUMP NO. 1 FAIL PUMP NO. 1 IN HAND PUMP NO. 1 IN AUTO ALLEN BRADLEY 1769-L18ER-BB1 B 24VDC INPUTS 24P6 16 PTS CR PF IN 0 TO TO CR DPF IN 1 TO TO UPS FAIL IN 2 TO TO UPS LOW BAT IN 3 TO TO DC UPS BUFFERING IN 4 TO TO PUSHBUTTON - � L__ IN 5 TO TB FIELD CONNECTIONS � � FUSE INTRUSION SWITCH IN 6 TB TO 1/4A FUSE I SMOKE ALARM I IN 7 TB TB 1/4A V k � V Ad FUSE III P, 1 /4A TB F�DISR I STATION FLOOD 0- 0- TB CR HH IN 9 TO TO CR LL IN 10 TB TB CR ES IN 11 TB TO PUMP RUN (CR 5) IN 12 TB TB FIELD CONNECTIONS FUSE � PUMP FAIL � IN 13 1/4A TB TB PUMP IN HAND IN 14 TB TB PUMP IN AUTO IN 15 TO TO V V COMPACTLOGIX 5370 L1 BASE UNIT DIGITAL INPUTS, BASE UNIT NOT TO SCALE � co 0 DER A v? ,� � W 214 ALLEN-BRADLEY 1769-L18ER-BB1B 24 VDC OUTPUTS 16 PTS I • /\ Tr r\ • • r\ \ I A T DIGITAL OUTPUTS, BASE UNIT NOT TO SCALE TO "PUSH TO TEST" (SEE DWG El 1) TO "PUSH TO TEST" (SEE DWG El 1) TO "PUSH TO TEST" (SEE DWG El 1) LOW LEVEL LIGHT HIGH LEVEL LIGHT PUMP NO. 1 CALL PUMP NO. 2 CALL SPARE PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Q1 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. Qoco O � U� z� rn� o 0 V � N Zo � w w d cWi) z wN w� � = N _ O � �i: m N 00 LL Q W cc o m 0 z m 0 0 w J C/) 0 W Z O o J oLu U of 0 LL - Cn z 0 z z � 0 W J U,Lu of U U) Z 0 rn rn of 0 CV o CV w ZO 0 CV 0 CV o W 0) 0) U) cc Q Q w W of 0 0 W CV Q m O 0 0 W � W W � SCALE. SHOWN Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E14 32V3 24VDC INPUTS 24P6 1734-IB8 • I I rk I MM • r%1 rI 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 1737-IB8 24P6 n i i C'ni aQ n ni CV PUMP NO. 2 SEAL FAIL PUMP NO. 2 CHECK VALVE OPEN INTRUSION DISABLE KEYSWITCH PHASE FAIL FLOW TOTALIZER FLOW DIRECTION ATS POWER OFFLINE RAIN GAUGE 24P6 DIGITAL INPUTS, SLOT 2 NOT TO SCALE GENERATOR WARNING GENERATOR FAILURE GENERATOR RUNNING GENERATOR LOW FUEL VALVE VAULT INTRUSION SWITCH 1 VALVE VAULT INTRUSION SWITCH 2 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 24VDC INPUTS 1734-IB8 24P6 ALLEN BRADLEY 24P6 24P6 DIGITAL INPUTS, SLOT 3 NOT TO SCALE 'A 'A 'A 'A 'A 'A v DIGITAL INPUTS, SLOT 4 NOT TO SCALE 24VDC INPUTS 1734-IB8 ALLEN BRADLEY 8 PTS 0❑ co 0 Lo co co 04 �► ° ~ A O � d� zco r~n o 0 V � N Zo � DO � W W d cWi) z F) o o Z 8 W c�i W 04 �i: mN N Z 00 u- Q Lu W cc o � m ti 0 z m 0 0 w J w c Z 0 U wLL J o - Lu z Cn o z w z � � J LL, � 0 U O CV o CV w ZO 0 CV 0 CV Lu U) DC Q Q W W 0 0 co w co CV Q 0 m O 0 W � W W � SCALE: SHOWN v � PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE Oil ��� 211 VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF DRAWING IS FULL SCALE WHEN THE CONSTRUCTED AND INSTALLED CONTROL PANEL. BAR MEASURES211 DWG NO.. SHEET NO.. E15 33 1 34 WET WELL LEVEL EFFLUENT FLOW PUMP 1 SPEED FEEDBACK PUMP 2 SPEED FEEDBACK I 1 T111\ 1/11 /1 24P6 24N ni IMMr- r I ,,,,M 24P6 24P6 24N 24P6 ANALOG INPUTS, SLOT 5 NOT TO SCALE PUMP 1 SPEED COMMAND PUMP 1 SPEED COMMAND ANALOG OUTPUTS, SLOT 6 NOT TO SCALE 2 4 N A A I A I /1 r% /11 1 -rM 1 1 Tn L`tIV 24P6 24P6 V V V V V V V V V PANEL DRAWINGS MAY DIFFER FROM MANUFACTURER'S DRAWINGS. SEE A VOLUME 1 AND QCC MANUALS FOR AN ACCURATE REPRESENTATION OF THE CONSTRUCTED AND INSTALLED CONTROL PANEL. co O N � \Lo co N ago H a �I 040 �► ° ~' A O � UL0 Z� r n, CNJ o 0 V N z_o f v J W� W d cWi) z Z W c\i W N =�04 O� mN c1g) z H am �mm z Q H am z 00 LL Q W cc o m ti 0 z m O 0 w J C/) 0 W Z O 0 J OLu Of wLL - z o Of z z w J U,Lu Of U U) Z 0 rn rn Of 0 CV o CV Lu ZO 0 CV 0 CV 0 W 0) 0) U) DC Q Q L> W U O Cfl �w CV Q m O 0 0 W � W W � SCALE: SHOWN Oil 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E16 34 1 34