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Home My WebLink AboutzS-2793Set1999 Sewer ft Statl*on Replacement Talbot I GENERAL NOTES 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CnNFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION) AS AMENDED BY CHAPTER 51 -40 OF THE WAC THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. EXISTING LIFT STATION AND UTILITIES a. EXISTING LIFT STATION: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, PROVIDE FOR NORMAL OPERATION, AND PROVIDE ACCESS TO THE EXISTING LIFT STATION UNTIL THE PROPOSED LIFT STATION IS OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PL 0 ED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. 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 NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED 'UTILITIES IMMEDIATELY. 4. PRE - CONSTRUCTION CONFERENCE A PRE - CONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT 'N PECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CIT( OF RENTON. THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. MAINTAINING LIFT STATION OPERATION THE EXISTING LIFT STATION SHALL NOT BE TAKEN OUT OF SERVICE UNTIL THE LIFT STATION CONSTRUCTED UNDER THIS CONTRACT HAS BEEN INSTALLED, TESTED, AND APPROVED IN WRITING BY THE OWNER. A TEMPORARY PUMPING SYSTEM CAN BE INSTALLED DURING CONSTRUCTION TO ALLOW FOR CONSTRUCTION OF THE PROPOSED LIFT STATION TO BE COMPLETED. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE OWNER FOR APPROVAL THAT DETAILS THE PROPOSED METHOD OF KEEPING THE LIFT STATION OPFRATIONAI DURING THE CONSTRUCTION WORK. INSTALLATION OF THE TEMPORARY PUMPING SYSTEM SHALL NOT BEGIN UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER. A HIGH LEVEL ALARM FLOAT SHALL BE CONNECTED TO THE EXISTING TELEMETRY SYSTEM FOR PROVIDING NOTIFICATION TO THE OWNER IF THE TEMPORARY SYSTEM HAS FAILED. THE CONTRACTOR SHALL BE AVAILABLE TO RESPOND TO ANY TEMPORARY SYSTEM FAILURE. 7. DEWATERING IT HAS BEEN ANTICIPATED DURING THE DESIGN PHASE THAT DEWATERING WILL NOT BE REQUIRED DURING THE LIFT STATION IMPROVEMENTS; THEREFORE, THE PLANS AND SPECIFICATIONS DO NOT IDENTIFY ANY DEWATERING DESIGN. IF IT IS DETERMINED BY THE CITY DURING CONSTRUCTION THAT A DEWATERING SYSTEM IS REQUIRED TO STABILIZE THE SOILS FOR CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUALITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NEEDED TO KEEP THE EXCAVATION SITE DEWATERED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A METHOD OF STORMWATER REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY. 8. CONTRACTOR INITIATED CHANGES CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 9. CONSTRUCTION EXCLUSION PERIOD NO MAJOR CONSTRUCTION THAT COULD IMPEDE THE FLOW OF TRAFFIC ON TALBOT CREST DRIVE SHALL BEGIN BEFORE JANUARY 10, 2000. 10. H -20 TRAFFIC RATING ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED THIS PROJECT SHALL BE H -20 TRAFFIC RATED. w W#0 _ 12 .7 - ?79"? ®RAWINIS INDEX 0 A SHEET DRAWING NUMBER COVER AND GENERAL INFORMATION 1 G1 EXISTING SITE PLAN 2 n4 PROPOSED SITE PLAN 3 TC2 PROPOSED STRUCTURAL PLAN 4 TS1 PROPOSED MECHANICAL PLAN AND PROFILE ,wr T TM1 PROPOSED ONE -LINE DIAGRAM 6 TEL 1999 Sewer ft Statl*on Replacement Talbot I GENERAL NOTES 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CnNFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION) AS AMENDED BY CHAPTER 51 -40 OF THE WAC THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. EXISTING LIFT STATION AND UTILITIES a. EXISTING LIFT STATION: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, PROVIDE FOR NORMAL OPERATION, AND PROVIDE ACCESS TO THE EXISTING LIFT STATION UNTIL THE PROPOSED LIFT STATION IS OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PL 0 ED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. 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 NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED 'UTILITIES IMMEDIATELY. 4. PRE - CONSTRUCTION CONFERENCE A PRE - CONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT 'N PECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CIT( OF RENTON. THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. MAINTAINING LIFT STATION OPERATION THE EXISTING LIFT STATION SHALL NOT BE TAKEN OUT OF SERVICE UNTIL THE LIFT STATION CONSTRUCTED UNDER THIS CONTRACT HAS BEEN INSTALLED, TESTED, AND APPROVED IN WRITING BY THE OWNER. A TEMPORARY PUMPING SYSTEM CAN BE INSTALLED DURING CONSTRUCTION TO ALLOW FOR CONSTRUCTION OF THE PROPOSED LIFT STATION TO BE COMPLETED. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE OWNER FOR APPROVAL THAT DETAILS THE PROPOSED METHOD OF KEEPING THE LIFT STATION OPFRATIONAI DURING THE CONSTRUCTION WORK. INSTALLATION OF THE TEMPORARY PUMPING SYSTEM SHALL NOT BEGIN UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER. A HIGH LEVEL ALARM FLOAT SHALL BE CONNECTED TO THE EXISTING TELEMETRY SYSTEM FOR PROVIDING NOTIFICATION TO THE OWNER IF THE TEMPORARY SYSTEM HAS FAILED. THE CONTRACTOR SHALL BE AVAILABLE TO RESPOND TO ANY TEMPORARY SYSTEM FAILURE. 7. DEWATERING IT HAS BEEN ANTICIPATED DURING THE DESIGN PHASE THAT DEWATERING WILL NOT BE REQUIRED DURING THE LIFT STATION IMPROVEMENTS; THEREFORE, THE PLANS AND SPECIFICATIONS DO NOT IDENTIFY ANY DEWATERING DESIGN. IF IT IS DETERMINED BY THE CITY DURING CONSTRUCTION THAT A DEWATERING SYSTEM IS REQUIRED TO STABILIZE THE SOILS FOR CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUALITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NEEDED TO KEEP THE EXCAVATION SITE DEWATERED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A METHOD OF STORMWATER REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY. 8. CONTRACTOR INITIATED CHANGES CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 9. CONSTRUCTION EXCLUSION PERIOD NO MAJOR CONSTRUCTION THAT COULD IMPEDE THE FLOW OF TRAFFIC ON TALBOT CREST DRIVE SHALL BEGIN BEFORE JANUARY 10, 2000. 10. H -20 TRAFFIC RATING ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED THIS PROJECT SHALL BE H -20 TRAFFIC RATED. w W#0 _ 12 .7 - ?79"? ®RAWINIS INDEX CONTACT PERSONNEL DRAWING NAME SHEET DRAWING NUMBER COVER AND GENERAL INFORMATION 1 G1 EXISTING SITE PLAN 2 TC1 PROPOSED SITE PLAN 3 TC2 PROPOSED STRUCTURAL PLAN 4 TS1 PROPOSED MECHANICAL PLAN AND PROFILE 5 TM1 PROPOSED ONE -LINE DIAGRAM 6 TEL PROPOSED ELECTRICAL SITE PLAN 7 TE2 PROPOSED ELECTRICAL PLAN 8 TE3 LADDER AND GRATING DETAILS 9 TG1 MISCELLANEOUS DETAILS 10 G2 ELECTRICAL DETAILS 11 E1 TELEMETRY DETAILS 12 E2 R n, R + 114WFLL 1'��6�9 F APPROVED BY: i i DRAWING_AP_ 0I./ED BY DAVE CHRISTENSEN DA WASTEWATER UTILITY AND TECHNICAL SERVICE SUPERVISOR CITY OF RENTON 5- 27OP3Q1 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE CONTACT PERSONNEL CONTACT NAME POSITION PHONE CITY OF RENTON MIKE BENOIT PROJECT MANAGER 425 - 430 -7206 CITY OF RENTON RON SHAFFER SEWER AND STORM OPERATIONS MANAGER 425- 235 -2585 CITY OF RENTON RAY SLED WATER OPERATIONS MANAGER 425- 235 -2646 RH2 ENGINEERING MARK MILLER PROJECT ENGINEER 425- 951 -5372 PSE DAVE'JENNESS ELECTRICAL &'GAS 253- 395 -6858 US WEST FRANK FOREST TELEPHONE 206- 345 -2968 APPROVED BY: i i DRAWING_AP_ 0I./ED BY DAVE CHRISTENSEN DA WASTEWATER UTILITY AND TECHNICAL SERVICE SUPERVISOR CITY OF RENTON 5- 27OP3Q1 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE 0 C) EXISTING LIFT STATION li m VENT PEDESTAL m n O z O z m � o D r- EXISTING LIFT STATION EXISTING TELEMETRY ENCLOSURE AND ANTENNA. v EXISTING PLASTIC NATURAL GAS o v MAIN, TO BE RELOCATED BY _ PUGET SOUND ENERGY. CONTRACTOR TO COORDINATE I C— NECESSARY. COMPANY AS -- -L 1. _ - -- �, _ .tee ----- o I SS F «� I TEC r 4' SS Fns a' SS Ftd ss F7 4" SS 4' ss F!' � NOTE: F T sS F MONUMENT IN CASE LOCATED AT 3 STATION 10 +00 AT PT OF CURVE ON TALBOT CREST DRIVE S. I� II I II I� I I 12, I ._ ��VI!lllll�� EXISTING OVERFLOW SS -_ , +o S02 °15'47 »W J - 0 N �1 o II 500.64' NEW DRY WELL + '1 NEW WET WELL - v W _ ° I TALBOT CREST DRIVE S. ° - -- -- - - - - -- w - - - - -- ' - - -- -- f i s --- j-;- -- s s r NOTE: -- EXISTING SANITARY FORCE n - MAIN CONSTRUCTED OF � Z - LIMITS OF CONSTRUCTION CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES ALONG TALBOT CREST DRIVE S. AT ALL TIMES EXCEPT FOR SHORT TIMES WHERE ACCESS WOULD BE SPECIFICALLY PRECLUDED BY A CONNECTION TO EXISTING SANITARY FORCE MAIN OR BY PAVING AND SIDEWALK RECONSTRUCTION. CONTRACTOR !3AY WORK OUTSIDE THESE LIMITS WHEN REQUIRED FOR IMPROVEMENTS OUTSIDE THE NORMAL LIMITS OF CONSTRUCTION. EXISTING SITE LEGEND EX SSMH TRAFFIC JUNCTION BOX EX CATCH BASIN TYPE 1 EX CATCH BASIN TYPE 2 DECIDUOUS TREE WATER VALVE CONIFER TREE FIRE HYDRANT WATER METER HEDGE IRRIGATION VALVE UTILITY POLE WATER BLOW OFF GUY POLE TELEPHONE CABINET o MAIL BOX CABLE TV CABINET Cl ROCKERY GAS VALVE b MON IN CASE GAS METER • SURFACE BRASS MONUMENT TELEPHONE MANHOLE PK NAIL POWER VAULT FOUND REBAR & CAP LIGHT POLE OR IRON PIPE u YARD LIGHT EX WATER LINE ® MONITORING WELL FX SANITARY SEWER LINE EX SIDE SEWER LINE PEDESTRIAN PUSH EX STORM LINE BUTTON POLE IRON FENCE SIGN ss Fn EX FORCE MAIN LINE TWO POST SIGN CONSTRUCTION FENCE CONSTRUCTION NOTES 1. EXISTING LIFT STATION, ASSOCIATED PIPING AND CONTROL SYSTEMS ARE TO REMAIN IN SERVICE UNTIL PROPOSED LIFT STATION HAS BEEN APPROVED BY OWNER FOR OPERATION. 2. REMOVE ALL EXISTING MECHANICAL AND ELECTRICAL COMPONENTS FROM EXISTING LIFT STATION AND DELIVER TO CITY SHOPS. PUMP 'OUT AND DISPOSE OF ALL EXISTING CONTENTS OF WETWELL REMOVE AND DISPOSE OF EXISTING LIFT STATION TO 24" BELOW GRADE. BACKFILL LIFT STATION WITH CRUSHED ROCK TO WITHIN TWO FEET OF SURFACE. BACKFILL REMAINDER WITH TOP SOLI RESTORE AREA TO MATCH EXISTING LANDSCAPING. 3. AFTER COMPLETION, RESTORE ANY DISTURBED LANDSCAPING TO ORIGINAL OR BETTER CONDITION. RECONSTRUCT SIDEWALK TO REMOVE CURVED PORTION PER RENTON STANDARD PLANS. 4. CONTRACTOR TO COMPLY WITH ALL CITY AND STATE STORMWATER RUNOFF, EXCAVATION AND TRAFFIC CONTROL STANDARDS. 5. CONTRACTOR MAY CLOSE THE STREET DURING DRY WELL AND WET WELL CONSTRUCTION WITHIN THE CONSTRICTION LIMITS. IN ADDITION, THE CONTRACTOR WILL BE ALLOWED TO CLOSE ADDITIONAL AREAS WHERE PAVING AND ROADWAY RESURFACING ARE REQUIRED. THE CONTRACTOR SHALL NOT IMPEDE THE ABILITY OF HOMEOWNERS ALONG TALBOT CREST DRIVE S. TO ACCESS THEIR RESIDENCES AND SHALL PROVIDE PROPER SIGNAGE AT THE TWO INTERSECTIONS WITH TALBOT ROAD S. INDICATING THAT THE ROADWAY IS CLOSED AND ONLY LOCAL ACCESS IS ALLOWED. AFTER THE DRY WELL AND 'WET WELL HAVE BEEN PLACED AND BACKFILLED, CONTRACTOR SHALL ADJUST THE CONSTRUCTION FENCE TO OPEN ONE LANE OF TRAFFIC. CONNECTED T EXISTING SITE PLAN 1 "= 10' O (TELEMETRY SYSTEM A, +.10 79 OVERFLOW PIPE TO EXISTING LIFT STATION " I — _ I S02'15'47 "W I 500.64' I I I y I FINAL SITE PLAN 1 = 10' - Aw� NEW DRYWELL ACCESS HATCH tS Aw7 NEW ELECTRICAL ACCESS HATCH. NEW EXHAUST VENT PEDESTAL. SEE PROPOSED SITE PLAN. NEW EG RECEPTACLE. SEE ELECTRICAL SITE PLAN. NEW TELEMETRY AND YAGI ANTENNA. REUSE EXISTING POLE. NEW INTAKE VENT PEDESTAL NEW BACKFLOW PREVENTER. NEW WATER METER CURB RECONSTRUCTED TO ALIGN WITH EXISTING STRAIGHT CURB SECTIONS. NEW WETWELL ACCESS HATCH REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RI-12 ENGINEERING INC. DA E REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB I MM 07/18/0( NO. REVISION BY REVIEW DATE RH2 ENGINEERING, INC. WEN !NT E R S BOTHELL OFFICE I R S S T S EAST WENATCHEE OFFICE 22780 �acrsrs�6 °t SIGNED: DRAWING IS NOT TO SCALE 11/11/99 ,F BAR IS NOT 2' LONG EXPIRES 3 Ts 2002 rrTv czr til l 1 0 RENTON -1999 SEWER 1 LIFT STATION REPLACEMENT PROJECT TALBOT CREST LIFT STATION EXIS T IN G SITE'' rL.AN JOH NO FILE ENGINEER RENEWED DATE SCALE PLOP UWG NO 199.054 1 TAL -CER RCP I MM I NOV 22, 2000 ' SHOWN 10 TCl 1 2-112 C.v) .. NEW ENGINE GENERATOR i WET WELL ABANDONED IN CONNECTION NEW LOCATION OF TELEMETRY PLACE. AND ANTENNA. REUSE EXISTING ANTENNA MAST AND NEMA 3R ENCLOSURE. EW SIDE SEWER UNDER EXHAUST VENT PEDESTAL'S RY WELL WITH DUCTILE NEW INTAKE VENT PEDESTAL. COMPLETE 4. IRON PIPE. NEW 3' WETWELL VENT PIPE CONSTRUCTION AFTER DECOMMISSION OF EXISTING LIFT STATION - - -, NEW 6' EXHAUST VENT BACKFILOW PREVENTER, SEE DETAIL SHEET. NEW 6" PIPE _ - - - INTAKE VENT - -- — - -- PIPE — PER -- - -- CITY STANDARD DETAIL TEL � ,a T r d d `L e - - _ THE CONTRACTOR SHALL LOCATE THE EXISTING FORCEMAIN AND INSTALL A -- - - - -iL a TEMPORARY WYE FITTING WITH TWO GATE - 1 VALVES_ SEE DETAIL THIS SHEET. AFTER REBUILD SIDEWALK AFTER THE PROPOSED LIFT STATION IS TESTED \ o- F AND APPROVED FOR OPERATION, THE ABANDONMENT OF EXISTING LIFT 1 3 b `•s r I 1 f ! WYE AND GATE VALVES SHALL BE �� 1 , STATION. AND REPLACED WITH fl i 4 5 84N DI PIPE,O 2 - LT ' \ 1,, I; I ! .. ii 9 i - e s� r s Lti TO DRYWELL SERVICE 2 - 4' DI COUPLING �� I' i. �' 1 4 k s al �I a`iy ti sn -fir .y. NEW 4" DI FORCEMAIN ® r� i ' 0 2'� I SOUTH BORDER OF PAVEMENT AND CURB, GUTTER, AND SIDEWALK ® - \ \ yr ABANDON FORCEMAIN IL (WEST SIDE OF STREET) RESTORATION. N_ -4' wwoo . d ;p -?7p,? EXISTING SITE LEGEND EX SSMH TRAFFIC JUNCTION BOX EX CATCH BASIN TYPE I EX CATCH BASIN TYPE 2 DECIDUOUS TREE WATER VALVE CONIFER TREE FIRE HYDRANT WATER METER HEDGE IRRIGATION VALVE UTILITY POLE WATER BLOW OFF GUY POLE TELEPHONE CABINET o MAIL BOX CABLE TV CABINET C-) 3 ROCKERY GAS VALVE ® MON IN CASE GAS METER ® SURFACE BRASS MONUMENT TELEPHONE MANHOLE fig( PK NAIL POWER VAULT ® FOUND RON PBAAE & CAP YARD ® LIGHT POLE LIGHT EX WATER LINE u EX SANITARY SEWER LINE 0 MONITORING WELL EX SIDE SEWER LINE PEDESTRIAN PUSH EX STORM LINE BUTTON POLE - - - - -_- IRON FENCE SIGN EX FORCE MAIN LINE TWO POST SIGN CONSTRUCTION FENCE PROPOSED SITE LEGEND EXCAVATION LIMITS PROPOSED SEWER PIPING PROPOSED WATER PIPING CONSTRUCTION NOTES 1. LIMITS OF EXCAVATION SHOWN ARE TO BE MAINTAINED AT ALL TIMES. CONTRACTOR MAY NOT EXCEED SHOWN LIMITS WITHOUT PRIOR WRITTEN AUTHORIZATION BY OWNER'S REPRESENTATIVE. 2. ACCESS TO ALL DRIVEWAYS MUST BE PROVIDED BETWEEN THE HOURS OF 4pm AND 9am. 3. EXISTING LIFT STATION MUST REMAIN IN SERVICE UNTIL PROPOSED STATION IS APPROVED BY OWNER FOR OPERATION: 4. ANY IMPROVEMENTS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AS DETERMINED BY OWNER. STREET, CURB, SIDEWALK, LANDSCAPING, FENCES, UTILITIES AND ALL OTHER EXISTING IMPROVEMENTS ARE INCLUDED AND INCIDENTAL TO THE PROJECT. 5. EXCAVATION FOR WETWELL MAY ONLY BEACCOII?LWHE©BYAUGERING TO 'MINIMIZE AREA OF EXCAVATION. DRYWELL MAY BE INSTALLED USING OPEN TRENCH EXCAVATION. 6. CONSTRUCTION OF 8" SEWER BETWEEN EXISTING MANHOLE AND PROPOSED WETWELL MAY BE CONSTRUCTED BY ONE OF TWO METHODS. (1) OPEN' TRENCH or (2) TUNNELING WITH APPROPRIATE WORKER' PROTECTION. WHICHEVER METHOD IS SELECTED, EXCAVATION SNACLNOT EXTEND BEYOND THE LIMITS SHOWN ON THIS PLAN. 7. PAVEMENT, CURB & GUTTER, AND SIDEWALK - CONTRACTOR SHALL SAW CUT AND REMOVE ALL ASPHALT WITHIN BOUNDARIES SHOWN ON THE PLANS, INCLUDING ALL CURB & GUTTER AND SIDEWALK ON THE WEST SIDE. CURB, GUTTER, 'AND SIDEWALK ON THE EASTSIDE SHALL NOT BE REPLACED UNLESS DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL REPLACE ALL CURB, GUTTER,' AND SIDEWALK TO MATCH' EXISTING. THE REMOVED ROADWAY SHALL BE REPLACED WITH 4° ASPHALT IN TWO LIFTS OVER 6" OF COMPACTED CRUSHED SURFACING TOP COURSE (CSTC). CSTC SHALL, BE COMPACTED TO 95% MODIFIED. 8. A GEOTECHNICAL INVESTIGATION WAS PERFORMED DURING THE DESIGN PHASE AND THE BORING WAS STOPPED AT A DEPTH OF APPROXIMATELY 18'. IT IS ANTICIPATED THAT THE CONTRACTOR WILL ENCOUNTER BEDROCK FROM THIS DEPTH TO THE BOTTOM OF THE EXCAVATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE THE SITE AND IT'S CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 9. THE CONTRACTOR SHALL EXPOSE AND VERIFY THE LOCATION OF THE EXISTING GRAVITY SEWER PRIOR TO BEGINNING AUGERING FOR CONSTRUCTION OF THE WETWELL. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE GRAVITY SEWER DURING CONSTRUCTION AND SHALL REPLACE ANY SANITARY SEWER THAT IS DAMAGED DURING CONSTRUCTION. S•Y7l303 GATE VALVE THRUST BLOCKING - EXISTING SEWER PIPE EXISTING SEWER PIPE �y NEW SEWER PIPE _5, WYE FITTING'S GATE VALVE TEMPORARY FORCEMAIN CONNECTION DETAIL r dl� .. f NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECCQDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE H NEW UNIHOIST WALL SLEEVE PRECAST CONCRETE DRYWELL VAULT EQUAL TO 8' INSIDE DIAMETER x 22' INSIDE DEPTH PRECAST IS TO MATCH CITY'S EXISTING UTILITY VAULT MODEL 814 -8 -LA. MINIMUM CONCRETE WETWELL EQUAL TO PIPE INC. 96" MANHOLE INSIDE DIMENSIONS OF 8'- 0 "Wx14'- 0 "Lx8' -0 "H. SYSTEM. INSTALL AS WITH CUSTOM TOP SLAB AS DETAILED ON THIS SHEET. PROVIDE WATERTIGHT GASKET AT ALL JOINTS. PROVIDE WATERTIGHT GASKETS AT ALL JOINTS. NOT TO INTERFERE WITH SURFACE AND SLOPE. DRYWELL ACCESS LADDER -",HATCH OPERATION. \ CDF, CEMENT, OR CONCRETE SHALL BE PLACED IN �- - 3.5' i THRUST RESTRAINT BLOCK. EXTEND BLOCK TO OUTSIDE WALL AND REINFORCE VAULT STRUCTURE AS REQUIRED. 6'x4' DRYWELL ACCESS HATCH. SEE CONSTRUCTION NOTES THIS SHEET. I 9' -4 1.05' 9' -4" EXISTING 8" SEWER FINAL PLAN VIEW 1" = 3' -0" 6'x4' ELECTRICAL HANDHOL PROVIDE RISER(S) AS ACCESS HATCH. SEE NECESSARY TO MATCH CRADE. CONSTRUCTION NOTES THIS SHEET. UPPER WETWELL ACCESS LADDER UNIHOIST WALL SLEEVE TO MATCH CITY'S EXISTING SYSTEM. INSTALL SO AS NOT TO INTERFERE WITH HATCH OPERATION. EXISTING MANHOLE. RECHANNEL BOTTOM OF 1 MANHOLE AS SHOWN ON DWG N0. TM1. CONTRACTOR SHALL PROVIDE THE STRUCTURE AT THE TOP EXISTING FORCEMAIN EXISTING 8" SEWER TO WETWELL_ EXISTING OVERFLOW PIPE. DO NOT DISTURB. E 6'x6' WETWELL ACCESS HATCH. SEE OF VAULT AND ALL INCLUDED DOORS AND HARDWARE FLUSH STANDARD SPECIFICATIONS WITH CONSTRUCTION WITH EXISTING ROADWAY NOTES THIS SHEET. SURFACE AND SLOPE. 3/8 °6° NELSON STUDS WELDED CDF, CEMENT, OR CONCRETE SHALL BE PLACED IN TO HATCH FRAME AT 12" O.C. LIFTS THAT SHALL BE CONSTRUCTED AS THE WETWELL RESTORE ASPHALT BASE AND SURFACING WHERE DISTURBED TO CITY OF RENTON ACCESS HAT°H� STANDARDS. 108.00' (0.00') v 107.50' (- 0.50') Y- Y" �ynndlsJyh�� APPROX. WETWELL RIM DRYWELL RIM .j , rf T?crin�. .ice ,3`` 'rev• r.\ ',j'n ,� J ' ,i;r,(n �� . _ �y�%'Sr..�'`'� _ 0 ° rr _ LOOSE EARTH - DRYWELL LADDER, SEE DWG. NO. TG1 O SLOPE LOOSE SOIL AS APPROXIMATE ` NECESSARY FOR WORKER PROTECTION DENSE EARTH OR BEDROCK 5 5 WETWEU_ UPPER LADER, PROVIDE GRATING SEE DWG NO. TGi O OVER DRAIN SUMP -6" (TYP) i> 97.00>�1- 11.00') 24„ . V DRYWEI I EI QOR ( +1 "1 MINIMUM DIAMETER, OF AUGERED 6„ HOLE SHALL BE THE OUTSIDE ( _h DIAMETER OF THE WETWELL PLUS 12 \ 1' -3' TYP ) INCHES. 93.92' - 14.08' i �.�. CLEANING PAD TOP BEDROCK TUKWILLA FORMATION DRYWELL SUMP, SEE PLAN THIS SHEET CLEANING PAD, SEE DWG N0. TG1. 6" SIDE SEWER WETWELL LOWER LADDER •v, (SHOWN RAISED) CDF BACKFILL IN AUGERED HOLE SHALL CONSIST OF CDF PER WSDOT STANDARD SPECIFICATIONS WITH PRO -FLOW ADMIXTURE FOR INCREASED WORKABILITY. 1' -7" NOTE: CDF, CEMENT, OR CONCRETE SHALL BE PLACED IN s LIFTS THAT SHALL BE CONSTRUCTED AS THE WETWELL VAULT IS PLACED. PLACEMENT OF A WETWELL VAULT SECTION WILL NOT BE PERMITTED UNTIL THE LOWER WETWELL VAULT SECTIONS HAVE BEEN BACKFILLED WITH CDF AS REQUIRED. 2' -10" FINAL WEST ELEVATION 1" = 3' -0„ TS1 2' -10" WETWELL FLOOR BUILD UP SLOPING BOTTOM WITH CONCPPTE OR GROUT. AREA BELOW LOWER ACCESS LADDER SHALL BE FLAT TO PROVIDE LANDING AREA. FLAT AREA SHALL HAVE A 1% SLOPE TOWARDS PUMP TO AVOID EFFLUENT COLLECTION IN THAT AREA. 15" #3 ® 4" O.C. (2) #4 CONTINUOUS 12" ^' (3) #6 CONTINUOUS #4 REBAR DOWELS EXTEND THROUGH LID. DRILL AND EPDXY INTO 72° CONCRETE FI LL ANY VOIDS WITH MANHOLE ® 24° 0_C_ MIN. HILTI "HIT 100" STRUCTURAL GROUT. ADHESIVE SYSTEM OR APPROVED EQUAL. WETWELL INTERIOR WETWELL EXTERIOR WETWELL TOP SLAB SECTION 1° - 1' -0" TS1 DRYWELL SUMP PLAN 1" = 1' -0" 1q F R 2'7-w 7 %09 )UAL SUMP PUMPS, SEE MECHANICAL PLAN DWG. NO. TMI. DRYWELL WALL #4 REBAR HOOP, 6" O.C. 1° - 4'-0" CONSTRUCTION NOTES 1. DRYWELL AND WETWELL ACCESS HATCHES TO BE DOUBLE LEAF, ALUMINUM DIAMOND PLATE H -20 RATED DOORS WITH BILCO CAPTIVE BOLTS EQUAL TO BILCO MODEL JD- AL -H20 WITH ALL STAINLESS STEEL HARDWARE AND FASTENERS. DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID, SS SAFETY CHAIN w /CLEVIS HOOK ON EACH OPEN ENO. ROUTE 136" PVC DRAIN FROM FRAME TO DRAIN SUMP OR BELOW CLEANING PAD, MOUNT SECURELY WITH SS BRACKETS. 2. FINISH WETWELL AND DR"VELL INTERIORS PER "FINISHES" SECTION IN SPECIFICATIONS. 'COAT EXTERIOR OF WETWELL'AND DRYWELL WITH COAL -TAR EPDXY. 3: CORE' -DRILL ALL VAULT PENETRATIONS. GROUT WATERTIGHT AFTER PIPE INSTALLATION. NO FITTINGS OR FASTENERS SHALL BE INSTALLED WITHIN, 4° OF GROUT PACK. 4. WETWELL AND DRYWELL VAULTS TO''BE CONTRACTOR' DESIGNED AND CONSTRUCTED TO WITHSTAND LOADS AND DEPTHS AS SHOWN ON THESE PLANS AND DETAILED''IN THE PROVIDE ROVID REINFORCING AS REQUIRED TO WITHSTAND THESE SPECIFICATIONS. CONTRACTOR SHALL E QU FORCES, AND SHALL PROVIDE REINFORCING REQUIRED TO WITHSTAND THE ADDITIONAL FORCES IMPOSED BY THRUST BLOCKING. THE BASE OF THE VAULTS SHALL BE DESIGNED TO WITHSTAND BOUYANCY UPLIFT FORCES. 5. CONTRACTOR SHALL PROVIDE A WETWELL VAULT THAT WILL WITHSTAND UPLIFTING BUUYANCY FORCES. THE CONTRACTOR SHALL, AT HIS OPTION, CHOOSE ONE OF THREE ALTERNATIVES FOR RESISTING BUUYANCY UPLIFT FORCES. OPTION ONE SHALL CONSIST OF SELECTING A WETWELL VAULT WITH WALLS THAT ARE MINIMUM 13° THICK. OPTION TWO SHALL CONSIST OF A CONCRETE BASE POURED AT A MINIMUM THICKNESS OF 36 ". OPTION THREE WILL BE 'ALLOWED IF THE BASE OF THE MANHOLE IS SET ON BEDROCK. THE CONTRACTOR SHALL ANCHOR INTO THE BEDROCK TO PROVIDE UPLIFT RESTRAINT FOR THE MANHOLE. CONTRACTOR SHALL SUBSTANTIATE HIS PROPOSED ANCHORAGE INTO THE BEDROCK WITH CALCULATIONS STAMPED BY A PE LICENSED IN WASHINGTON STATE. 6. DRYWELL' BUOYANCY SHALL BE RESISTED BY AN OVERSIZED FLOOR SLAB. EXTENDED FLOOR MAY EITHER BE CAST AS AN INTEGRAL PART OF THE VAULT BOTTOM OR CAN BE SEPARATELY CAST AFTER THE VAULT BOTTOM IS INSTALLED. EXTENSON TO BE DESIGNED TO WITHSTAND THE LOADS TO BE ENCOUNTERED. IF EXTENSION IS TO BE CAST SEPARATELY, EXTENSION SHALL BE ADEQUATELY SECURED TO THE VAULT BOTTOM. CONTRACTOR TO PROVIDE CALCULATIONS THAT ARE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE C (� C _ a 7 ho t< ti APPROX. 108.00' (0.00 p 1ji1� tr DRYWELL RIM ? a' � 15 ELECTRICAL VAULT °- EMERGENCY PUMP STOP FLOAT AT 10' HEAL E.",:;H EQUAL TO PACO PIP 701a. I, o _.-4 Fk r , + o a 83.55' (- 24.70') WETWELL FLOOR ® PLUMB TO WETWELL WITH 114" PIPE INCLUDING CHECK VALVE. PROVIDE BALL VALVE ON EACH PUMP RUN. PROVIDE UNION ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. SET PUMPS 5 -8 9� ELECTRICAL VAULT I ° 0 4 ° ° DRAIN LINE I -� �99.54' ( 8.46') PIPE CENTERLINE � 10 I DRYWELL - PUMP REMOVAL GUIDE RAIL SISIEM. INSTALL PER MA °._i ACTJRER'S EXHAUST FAN AND ° SAFETY CHAIN a a. ° ° RECOMMENDATIONS. VENT (WEST WALL) °Z 00' (- 11.00'11 4 DR�YWELL FLUOR ..Q_. INTAKE VENT (WEST WALL) - o: --7 ° PRESSURE GAUGE. THRUST BLOCK, SEE STRUCTURAL PLAN �° SEE SPECIFICATIONS a . ° � DWG. N0. TS1. 0 6 88.50 19.75') HIGH LEVEL ALARM FLOAT FINAL EAST SECTION &47930tT 87.75' - 20.50' A ° a. EMERGENCY PUMP START FLOA (- 20.75') 87.50' a 1.. - 2' -0„ TM1 v HIGH LEVEL ALARM REVISED TO CONFORM (- 21.50') 86.75' ° a ' TO CONSTRUCTION RECORDS L� AG PUMP START a p o I a. 1- 2') 85.75' L� E 2.50 MP START a Q k €j AU T I I -O ° MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE 84 75' PUMP STOP p 1ji1� tr ? a' DUAL SUMP PUMP SYSTEM. (2) 120V MIN 45gpm � 15 EMERGENCY PUMP STOP FLOAT AT 10' HEAL E.",:;H EQUAL TO PACO PIP 701a. I, o _.-4 Fk r , + o a 83.55' (- 24.70') WETWELL FLOOR ® PLUMB TO WETWELL WITH 114" PIPE INCLUDING CHECK VALVE. PROVIDE BALL VALVE ON EACH PUMP RUN. PROVIDE UNION ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. SET PUMPS 5 -8 9� I ° 0 i ELECTRICAL EQUIPMENT. �L �ll I -� �99.54' ( 8.46') PIPE CENTERLINE � 10 I 5 DRYWELL EXHAUST FAN AND ° SAFETY CHAIN a a. ° ° 0 12 VENT (WEST WALL) °Z 00' (- 11.00'11 4 DR�YWELL FLUOR ..Q_. - o: --7 �° a . ° � CLEANING PAD � a. SUMP PUMP DISCHARGE. ° SUMP NOTE 93.92' ('- 14.08') o 111 ° a. PROVIDE 90° TURNDOWN CONTRACTOR TO PROVIDE FIRST AID KIT AND FIRE EXTINGUISHER AS DESCRIBED IN CLEANING PAD TOP a ° ._._ a AND PIPE TO EXTEND THE SPECIFICATIONS TO BE LOCATED IN THE DRYWELL a o BELOW CLEANING PAD. SECURE WITH SS CLIPS 19 a p 3 91.35' (- 16.65' -MHOIE M INVERT OUT ,:.- �. WETWELL SLOPE 1% TO WETWELL a'o: �a 0 6 88.50 19.75') HIGH LEVEL ALARM FLOAT FINAL EAST SECTION &47930tT 87.75' - 20.50' A ° a. EMERGENCY PUMP START FLOA (- 20.75') 87.50' a 1.. - 2' -0„ TM1 v HIGH LEVEL ALARM REVISED TO CONFORM (- 21.50') 86.75' ° a ' TO CONSTRUCTION RECORDS L� AG PUMP START a p o I a. 1- 2') 85.75' L� E 2.50 MP START a Q k €j AU T I I -O ° MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE 84 75' PUMP STOP ° ° 1ji1� tr ? 84.50' (- 23.75') DUAL SUMP PUMP SYSTEM. (2) 120V MIN 45gpm � r EMERGENCY PUMP STOP FLOAT AT 10' HEAL E.",:;H EQUAL TO PACO PIP 701a. /7- o _.-4 Fk r , + 83.55' (- 24.70') WETWELL FLOOR ® PLUMB TO WETWELL WITH 114" PIPE INCLUDING CHECK VALVE. PROVIDE BALL VALVE ON EACH PUMP RUN. PROVIDE UNION ON EACH RUN OF STRAIGHT PIPE. SECURE PIPE TO WALL. SET PUMPS a a 41 c a ° 'n a ° ° a ° .° ° a ° ° a a ° a c ° p d. I f � I EXISTING MANHOLE EXISTING CHANNEL. RECHANNEL TO NEW OUTLET. 19 I EXISTING OVERFLOW -� EXISTING 8" SEWER TO ABANDONED LIFT STATION H o I TM1 5' M WETWELL f 3" PVC WETWELL VENT. SEE SITE PLAN AND DETAIL SHEET TO RUN AS LEAD AND LAG. ALL PIPE AND FITTINGS TO BE PVC, COPPER OR BRASS. - SUMP DRYWELL DISCHARGE EXISTING 8" SEWER SHACKLE RODS SEE PNOTE 4'25' 7.7' m O F 2.58' 0 O C it �I 1 2.60' - 1 0 SAFETY CHAIN __ - -- SEE DETAIL DWG NO. G2 ©IC 2.84' L FINAL PLAN VIEW 2.0 - ----- 1 1" = 2'-0" PIPI G NOT TO SCALE 'c R m � :8) Og 3 14 26 25 r; u F 2.58' 0 O C it �I 1 2.60' - 1 0 SAFETY CHAIN __ - -- SEE DETAIL DWG NO. G2 ©IC 2.84' L FINAL PLAN VIEW 2.0 - ----- 1 1" = 2'-0" PIPI G NOT TO SCALE 6" PVC DRYWELL 50 FEET OF 3/4" INDUSTRIAL VENT INTAKE. SEE GRADE FLEXIBLE WATER HOSE SITE PLAN. WITH NOZZLE AND FIBERGLASS WALL MOUNT RACK, F'R R144MILL 1� 6 9 17 18 A TM1 6" EXHAUST DUCT FAN, MIN 325cfm AT '/a" STATIC PRESSURE, EQUAL TO KANALFLAKT K6XL. PROVIDE BLADE GUARD OVER INLET, MECHANICAL LEGEND Oj SUBMERSIBLE SUMP PUMP, SEE SPECS. O 4" STAND MOUNTED DISCHARGE ELBOW FROM PUMP MAKER (FL) O3 4" DI SPOOL (FLxFL) 155" LENGTH V 4" DI 90' BEND (FLxMJ) O 4" DI PIPE, APPROX. 53" LENGTH © 4" DI LONG PATTERN MJ SLEEVE O7 4" DI PIPE, APPROX. 56" LENGTH ® 4" FCA Og 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159, SEE SPECS 10 4" ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" DI 90' BEND (FLxFL) 12 4" DI SPOOL (FLxFL) 17" LENGTH 13 4" DI TEE (FLxFLxFL), PROVIDE PORT FOR PRESSURE GAUGE. 14 4" DI PIPE (FLxFL), 70" LENGTH 15 4" DI PIPE (FLxPE), APPROX. 40" LENGTH 16 4" DI PIPE, APPROX. 63" LENGTH 17 4" DI 45' BEND (MJxMJ) w /THRUST BLOCK 18 4" Di PIPE, APPROX. 116 LENGTH, SEE SITE PLAN FOR CONTINUATION 19 8" DI SPOOL (FLxPE), APPROX. 24" LENGTH. PLUMB P,-. FROM EXISTING MANHOLE. RECHANNEL MANHOLE. 20 8" RS GATE VALVE (FLxFL) 21 8" DI TEE (FLxFLxFL) © 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 36" LENGTH �3 ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE 3/4" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. 0 AIR RELIEF ASSEMBLY, 4" x 1/2" SADDLE, 1/2" BALL VALVE, (2) 1/2" BRASS 90' BEND, 1/2" BRASS WYE STRAINER, i /2" BRASS UNION, 1/2" BRASS PIPE. ALL FITTINGS ARE TO BE BRASS THREADED. 26 4" GATE VALVE (FLxFL) w /HANDWHEEL PUMP I / GUIDE RAILS DISCHARGE ELBOW PROVIDE (8) 5/8" HILT] DRILL AND EPDXY CONCRETE ANCHORS INTO " STAINLESS STEEL MOUNTING - WETWELL BASE PLATE. SIZE AS NECESSARY TO EXTEND 4" BEYOND EONS. DRILL AND TAP PLATE TO BASES IN ALL DIRECTIONS. MATCH DISCHARGE ELBOW BASE. ATTACH WITH 3/4" GROUT BENEATH PLATE AS SS HARDWARE. NECESSARY FOR LEVELING. PUMP BASE PLATE NO SCALE a o � z 0 ry � 10 2.64' :8) Og 3 14 26 25 I i ELECTRICAL EQUIPMENT. �L �ll I SEE ELECTRICAL PLAN. � 10 I 5 6" PVC DRYWELL 50 FEET OF 3/4" INDUSTRIAL VENT INTAKE. SEE GRADE FLEXIBLE WATER HOSE SITE PLAN. WITH NOZZLE AND FIBERGLASS WALL MOUNT RACK, F'R R144MILL 1� 6 9 17 18 A TM1 6" EXHAUST DUCT FAN, MIN 325cfm AT '/a" STATIC PRESSURE, EQUAL TO KANALFLAKT K6XL. PROVIDE BLADE GUARD OVER INLET, MECHANICAL LEGEND Oj SUBMERSIBLE SUMP PUMP, SEE SPECS. O 4" STAND MOUNTED DISCHARGE ELBOW FROM PUMP MAKER (FL) O3 4" DI SPOOL (FLxFL) 155" LENGTH V 4" DI 90' BEND (FLxMJ) O 4" DI PIPE, APPROX. 53" LENGTH © 4" DI LONG PATTERN MJ SLEEVE O7 4" DI PIPE, APPROX. 56" LENGTH ® 4" FCA Og 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159, SEE SPECS 10 4" ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" DI 90' BEND (FLxFL) 12 4" DI SPOOL (FLxFL) 17" LENGTH 13 4" DI TEE (FLxFLxFL), PROVIDE PORT FOR PRESSURE GAUGE. 14 4" DI PIPE (FLxFL), 70" LENGTH 15 4" DI PIPE (FLxPE), APPROX. 40" LENGTH 16 4" DI PIPE, APPROX. 63" LENGTH 17 4" DI 45' BEND (MJxMJ) w /THRUST BLOCK 18 4" Di PIPE, APPROX. 116 LENGTH, SEE SITE PLAN FOR CONTINUATION 19 8" DI SPOOL (FLxPE), APPROX. 24" LENGTH. PLUMB P,-. FROM EXISTING MANHOLE. RECHANNEL MANHOLE. 20 8" RS GATE VALVE (FLxFL) 21 8" DI TEE (FLxFLxFL) © 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 36" LENGTH �3 ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE 3/4" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. 0 AIR RELIEF ASSEMBLY, 4" x 1/2" SADDLE, 1/2" BALL VALVE, (2) 1/2" BRASS 90' BEND, 1/2" BRASS WYE STRAINER, i /2" BRASS UNION, 1/2" BRASS PIPE. ALL FITTINGS ARE TO BE BRASS THREADED. 26 4" GATE VALVE (FLxFL) w /HANDWHEEL PUMP I / GUIDE RAILS DISCHARGE ELBOW PROVIDE (8) 5/8" HILT] DRILL AND EPDXY CONCRETE ANCHORS INTO " STAINLESS STEEL MOUNTING - WETWELL BASE PLATE. SIZE AS NECESSARY TO EXTEND 4" BEYOND EONS. DRILL AND TAP PLATE TO BASES IN ALL DIRECTIONS. MATCH DISCHARGE ELBOW BASE. ATTACH WITH 3/4" GROUT BENEATH PLATE AS SS HARDWARE. NECESSARY FOR LEVELING. PUMP BASE PLATE NO SCALE a o � z 0 ry � EXISTING YAGI ANTENNA BACKFLOW i ! PREVENTER i GFI RECEPTACLE I % ! FOR RP HEAT TAPE, WP GFI TELEMETRY PANEL S' I I I TELEMETRY PANEL WILL BE PROVIDED BY TS2 OWNER FOR INSTALLATION BY CONTRACTOR THIS CONTRACT. ABOVE GRADE I I ISA SYMBOL LEGEND LEVEL SWITCH LEVEL SWITCH SPDT LIMIT SWITCH EdLEVEL TRANSMITTER THERMOSTAT T'1 NEW ELECTRICAL 6'x3' ELECTRICAL VAULT FOR SPLICING JACKETED CABLE TO BUILDING WIRE POWER RACEWAY SCHEDULE i RACEWAY DESCRIPTION DEVICE TERMINATION 1 1/4" GRC, 4 - #3 SERVICE DISCONNECT UTILITY METER Z� EXISTING CONDUIT, 4 - #3 UTILITY METER SERVICE DISCONNECT /s 1 1/4" GRC, 4 - #3 SERVICE DISCONNECT MANUAL TRANSFER SWITCH 0 1 -#6 BARE COPPER GROUND SERVICE DISCONNECT SEWER PIPE BOND 0 1 1/4" GRC, 4 - #3 MANUAL TRANSFER SWITCH GENERATOR CONNECTION RECEPTACLE 1 /�\ 1 1/4" GRC, 4 - 03 MANUAL TRANSFER SWITCH DISTRIBUTION BLOCK 0 1/2" GRC, 2 - #10, 1 - #10G DISTRIBUTION BLOCK DISCONNECT SWITCH A 3/4" GRC, 3 - #8, 1 - #8G DISTRIBUTION BLOCK PUMP CONTROL PANEL Q 1/2" GRC, 2 -#10, 1 - #10G DISCONNECT SW! 'CH 480 VOLT HEATER WEATHERPROOF. CROUSE HINDS MODEL NO. AREA10486 OR EQUAL 1 1/4" GRC, 2 - #3, 1 - #8C 5 kVA LIGHTING TRANSFORMER LOAD PANEL Al 3/4" GRC, 2 - #12, 1 - #12G TELEMETRY UNIT BREAKER A 112" GRC, 2 - #12, 1 - #12G WET WELL LIGHT BREAKER 0 1/2" GRC, 2 - #12, 1 - #12G HVAC CONTROL PANEL BREAKER 0 1/2" GRC, 2 - #12, 1 - #12G SUMP PUMP BREAKER A 1/2" GRC, 2 - #12, 1 - #12G VALVE VAULT RECEPTACLE BREAKER A 1/2" GRC, 2 - #12, 1 - #12G VALVE VAULT LIGHTS BREAKER A 1/2" GRC, 2 - #12, 1 - #12G SUMP PUMP BREAKER A 1/2" GRC, 2 - #12, 1 - #12G VALVE VAULT RECEPTACLE BREAKER A 1" GRC, 3 - #12, 4 - #14, 1 - #12G MOTOR NO. 1 MOTOR STARTER A 1" GRC, 3 - #12, 4 - #14, 1 - #12G MOTOR NO 2 MOTOR STARTER A 1 -1/2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 1 MOTOR STARTER A 1-1/2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 2 MOTOR STARTER 0 1" GRC, 6 - #14 FLOAT SWITCHES TELEMETRY PANEL A 1 -1/2" GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL SHALL COORDINATE WITH PSE. 1" GRC, 8 - #12, 4 - #12G VALVE VAULT DEVICES TELEMETRY PANEL IA 2" GRC, 3 -FLOAT CABLES FLOATS TELEMETRY PANEL A ANTENNA CABLE TELEMETRY RADIO ANTENNA 1/2" GRC, 2 - #12, 1 - #12G DEHUMIDIFIER BREAKER 3/4" GRC, 2 - #12, 1 - #12G HOTBOX RECEPTACLE BREAKER C 1" GRC, 12 - #14, 1 - #12G PUMP CONTROL PANEL TELEMETRY PANEL wW#o -p1` -tpp ` PUMP CONTROL PANEL OE ( AM t vr1 i - - - DEVICE OR EQUIPMEN i TERMINAL I C - - - -- - - F EXISTING POWER POLE 15A 15A 3P'. CONNECTIONS TO TELEMETRY 3P', 15 AMP 480 VOLT WIRING MR ��, �-j - I rrR 3F J - SFTP MR TRANSIENT VOLTAGE SURGE © SERVICE DISCONNECT SWITCH C V,or T'{ ETOL I OLJ 30 AMP FUSE BLOCK SUPPRESSOR - ORION MODEL ORN -3Y 277/480C. �- GENERATOR CONNECTION RECEPTACLE - 500V, GFI ? N, NEW EQUIPMENT 120VAC, 20 AMP WITH GROUND PRONG (FOR SUMP - 100A, 4-POLE 3 -WIRE, THREADED CAP, - ' WP PUMPS AND DEHUMIDIFIER). DUPLEX RECEPTACLES LOCATED IN DRYWELL. \ WEATHERPROOF. CROUSE HINDS MODEL NO. AREA10486 OR EQUAL r SWITCH, 120VAC, 20 AMP FUSE L LIGHT FIXTURE HEATER LOCATED IN VAULT HEATER DISCONNECT SWITCH Sr UTILITY METER ENCLOSURE AS APPROVED BY PUGET SOUND ENERGY N \I DISTRIBUTION TRANSFORMER 0 480 VOLT DISTRIBUTION BLOCS( © = I NEW CONDUCTORS IN EXISTING AND I I� KWH I a ' \ 100A - j 430 VOLT 'y PFR - PHASE FAIL RELAY PROPOSED 1 1/2° CONDUIT. CONTRACTOR \ N 3P MR - MOTOR RUN NEW 480/277 SERVICE TO HEATER 0 30A OL - MOTOR OVERLOAD SHALL REMOVE OLD CONDUCTORS. - _ L 1 Y SFIL - SEAL FAIL INDICATOR LIGHT REPLACE EXISTING 240V, 3 Z 3P MOIL - MOTOR OVERTEMP INDICATOR LIGHT APPROXIMATELY 120 FEET OF CONDUIT IS EXISTING. - -` K Q _ _ f PHASE SERVICE CONTRACTOR. S OC - 3 1 SHALL COORDINATE WITH PSE. _ g` MANUAL STRANSR ([ 2 I i PUMP CONTROL PANEL OE ( AM t vr1 i - - - DEVICE OR EQUIPMEN i TERMINAL I C - - - -- - - 120 VOLT WIRING 15A 15A 3P'. CONNECTIONS TO TELEMETRY 3P', 15 AMP 480 VOLT WIRING MR ��, �-j - I rrR 3F J - SFTP MR SFII , yFTP� I NO J 3 4 X V,or T'{ ETOL GFI OLJ M HOC GFI DEDICATED SINGLE OUTLET GFI RATED RECEPTACLE, ELECTRICAL VAULT E fS CLASS 1 DIVISION 1 AREA CONDUIT PENETRATIONS TO VAULT AND WET WELL PROVIDE INSULATED PLASTIC BUSHING. THOMAS AND g BETTIS #226 TYPICAL f WET WELL, VALVE VAULT, AND HAND HOLES �Tr T•. s 100A 3P DISCONNECT SWITCH ' 0 i 6! O F 30A 3P JJ LIGHT TRANSFORMER 5kVA, 1 PHASE 480V PRI /120 /24OVSEC LIGHT SWITCH ( 20A 20A 0 20A 2 0A � 20A - --T 20A 20 - 20A 20A - EYS 20A o20A - 20A 20A - LOAD PANEL ELECTRICAL VAULT WATERPROOF CABLE SPLICE J J (TYPICAL) LEVEL TRANSMITTER BELLOWS ATTACHED TO SIDE OF VAULT PER MANUFACTURE'S RECOMMENDATIONS CLASS 1 DIVISION 1 AREA ii T WELL LS3 -. FLOATS LS2 LS1 L o ' ,HP,,'1/ PUMP # 1 PUMP # 2 EQUIPMENT LOCATED ON TALBOT ROAD SOUTH. OWNER TO APPROVE LOCATION OF EQUIPMENT O BEFORE INSTALLATION R ``100A NEW SERVOS DISCONNECT SWITCH iGi 1 J 'o- J BELOW GRADE #6 BARE COPPER GROUNDING ELECTRODE CONDUCTORS TO GROUND RODS PER N.E.C. J u M1 .� T = LS4 LS5 =GFI ' CHECK VALVE LIMIT QT - -T - I ' I ZS1 SWITCHES. (TYPICAL) O f - - I I � Z52 o GFI EXHAUST FAN MOTOR I ,, WIP -- DEHUMIDIFIER M % M - L -- 6, - -GFI - - -'� 1000 W, 120V ` -- I _GFI TS1 \. WIFb WET WELL TRANSDUCER SUMP PUMP MOTORS (TYPICAL) NEW HVAC CONTROL PANEL. SEE DWG. SAR,2793 N0. E1 FOR CONTROL LOGIC F�R 2 ` SEE LEGEND ON DWG NO. TE3 FOR DESCRIPTIONS I FLOOD SWITCH (TYPICAL OF 2) 1 R.�� S aF •sg�NQ%i REVISED TO CONFORM � F r TO CONSTRUCTION RECORDS 22513 MARK MILLER 07/18/00 acisxs86 °tir� SIGNED: RH2 ENGINEERING INC. DATE tOu 11/11/99 I EXPIRES 71/3/01 a ' r m ' 0 y M r � I m Iro 9 e z -� c ELECTRICAL SYMBOL LEGEND - - - DEVICE OR EQUIPMEN i TERMINAL - - - -- - - 120 VOLT WIRING _ CONNECTIONS TO TELEMETRY 480 VOLT WIRING - -_ W_P DUPLEX OUTLET RECEPTACLE, 120VAC, 20 _ AMP WITH GROUND PRONG (WATERPROOF GFI WHERE INDICATED WITH WP) - GFI RATED M 3 PHASE MOTOR GFI DEDICATED SINGLE OUTLET GFI RATED RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (FOR SUMP - ' WP PUMPS AND DEHUMIDIFIER). DUPLEX RECEPTACLES NOT ACCEPTABLE. MAGNETIC BREAKER ONLY SWITCH, 120VAC, 20 AMP FUSE L LIGHT FIXTURE Sr N SOLID NEUTRAL M SINGLE PHASE MOTOR = GROUND ®� EYS EXPLOSON PROOF CONDUIT SEAL FITTING ABBREVIATIONS LEGEND PFR - PHASE FAIL RELAY TELEMETRY WIRING MR - MOTOR RUN OL - MOTOR OVERLOAD EQUIPMENT /DEVICE ENCLOSURE SFIL - SEAL FAIL INDICATOR LIGHT MOIL - MOTOR OVERTEMP INDICATOR LIGHT J JUNCTION BOX SIZED PER NEC RTM - RUN TIME METER OC - OPERATION COUNTER J u M1 .� T = LS4 LS5 =GFI ' CHECK VALVE LIMIT QT - -T - I ' I ZS1 SWITCHES. (TYPICAL) O f - - I I � Z52 o GFI EXHAUST FAN MOTOR I ,, WIP -- DEHUMIDIFIER M % M - L -- 6, - -GFI - - -'� 1000 W, 120V ` -- I _GFI TS1 \. WIFb WET WELL TRANSDUCER SUMP PUMP MOTORS (TYPICAL) NEW HVAC CONTROL PANEL. SEE DWG. SAR,2793 N0. E1 FOR CONTROL LOGIC F�R 2 ` SEE LEGEND ON DWG NO. TE3 FOR DESCRIPTIONS I FLOOD SWITCH (TYPICAL OF 2) 1 R.�� S aF •sg�NQ%i REVISED TO CONFORM � F r TO CONSTRUCTION RECORDS 22513 MARK MILLER 07/18/00 acisxs86 °tir� SIGNED: RH2 ENGINEERING INC. DATE tOu 11/11/99 I EXPIRES 71/3/01 a ' r m ' 0 y M r � I m Iro 9 e z -� c r NOTE ALL CONDUIT INSTALLED lM -EARTH; SHALL BE, CONCRETE ENCASED, SEE DETAIL THIS,SHEET. NEW CRUSHED SUI NEW STRU NIATI\/F (1R r i i INTERCEPT EXISTING CONDUIT FROM SOUTH TALBOT ROAD. EXTEND CONDUIT TO PROPOSED DISCONNECT ELECTRICAL SITE PLAN 1 " =40' NEW ELECTRICAL WARNING TAPE >NDUIT CONCRETE ENCASEMENT DETAIL NOT TO SCALE N CONCRETE ENCASEMENT. IIMUM OF 3" COVER ON ALL ES OF CONDUITS. V CONDUIT (TYPICAL) m (TY') UTILITY METER ENCLOSURE I SERVICE DISCONNECT 271$03 2 REVISED TO CONFORM 4" UNISTRUT TO CONSTRUCTION RECORDS CHANNEL MARK MILLER 07 /18/00 2" UNISTRUT RI-12 ENGINEERING INC. DATE CHANNEL CROSS MEMBERS EMBED THE 4" UNISTRUT CHANNEL IN THE CENTER OF THE �tb 4= a LjNCT� 12" DIAMETER CONCRETE CYLINDER. r r L4S�_ 22513 j, r F �crs' s � SIGNED G i`TG I` I0 11/11/99 �E. p[ EXPIRES 11/3/01 ya��i d ar, 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MM 07/18/00 vre� NO. REVISION BY' REVIEW I DATE -m RH2 ENGINEERING. iNC. it •.P t L. A 46 OBLIQUE �p�yyyY9 w xsy� �G (TYP) PLAN VIEW SERVICE DISCONNECT AND METER MOUNTING DETAILS NOT TO SCALE EXISTING ANTENNA MAST AND NEMA 3R ENCLOSURE FOR TELEMETRY EQUIPMENT. CONTRACTOR SHALL INSTALL PROPOSED TELEMETRY PANEL o NEW EG RECEPTAC?_E. INSIDE NEMA 3R ENCLOSURE. CONTRACTOR SHALL MOUNT ANTENNA ON ANTENNA MAST SAME AS EXISTING. ANTENNA AND TELEMETRY PANEL WILL BE PROVIDED BY OWNER. EXISTING TE,_EPHONC PEDESTAL ----_ INSTALL 4" THICK CONCRETE WALL DOWN MIDDLE OF ELECTRICAL BACKFLOW PREVENTER VAULT TO PROVIDE WATER TIGHT SEPARATION. 5 30 -1- 29 2 24 2 26 24 2 f SPARE 1" GRC CONDUIT ti Y Y - ___ - - -- SPARE T° --GRC CONDUIT I NEW DRYWELL VAULT — - - _____ NOTE r NOTE ALL CONDUIT INSTALLED lM -EARTH; SHALL BE, CONCRETE ENCASED, SEE DETAIL THIS,SHEET. NEW CRUSHED SUI NEW STRU NIATI\/F (1R r i i INTERCEPT EXISTING CONDUIT FROM SOUTH TALBOT ROAD. EXTEND CONDUIT TO PROPOSED DISCONNECT ELECTRICAL SITE PLAN 1 " =40' NEW ELECTRICAL WARNING TAPE >NDUIT CONCRETE ENCASEMENT DETAIL NOT TO SCALE N CONCRETE ENCASEMENT. IIMUM OF 3" COVER ON ALL ES OF CONDUITS. V CONDUIT (TYPICAL) m (TY') UTILITY METER ENCLOSURE I SERVICE DISCONNECT 271$03 2 REVISED TO CONFORM 4" UNISTRUT TO CONSTRUCTION RECORDS CHANNEL MARK MILLER 07 /18/00 2" UNISTRUT RI-12 ENGINEERING INC. DATE CHANNEL CROSS MEMBERS EMBED THE 4" UNISTRUT CHANNEL IN THE CENTER OF THE �tb 4= a LjNCT� 12" DIAMETER CONCRETE CYLINDER. r r L4S�_ 22513 j, r F �crs' s � SIGNED G i`TG I` I0 11/11/99 �E. p[ EXPIRES 11/3/01 ya��i d ar, 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MM 07/18/00 vre� NO. REVISION BY' REVIEW I DATE -m RH2 ENGINEERING. iNC. it •.P t L. A 46 OBLIQUE �p�yyyY9 w xsy� �G (TYP) PLAN VIEW SERVICE DISCONNECT AND METER MOUNTING DETAILS NOT TO SCALE NEW ACCESS LADDER NEW LIMIT SWITCH ON ,ACCESS HATCH TO ACTIVATE LIGHT CIRCUIT WHEN OPEN. NEW DRY WELL VAULT L NEW LIMIT SWITCH ON ACCESS HATCH TO ACTIVATE VENTILATION SYSTEM. NEW WET WELL LIGHT SWITCH. MOUNT IN ACCESS HATCH FRAME AREA CLEAR OF HATCH COMPONENTS. SWITCH SHALL NOT INTERFERE WITH HATCH CLOSURE. SWITCH SHALL BE ACCESSIBLE FROM STREET LEVEL. NEW RECEPTACLE. MOUNT IN ACCESS HATCH FRAME AREA CLEAR OF HATCH COMPONENTS. RECEPTACLE SHALL NOT INTERFERE WITH HATCH CLOSURE. RECEPTACLE SHALL BE ACCESSIBLE FROM STREET LEVEL. NEW ACCESS HATCH TO DRY WELL VAULT J HVAIC PANEL [DRY WELL ELECTRICAL PLAN NEW ELECTRICAL HANDHOLE 30 AMP FUSE BLOCK � ACCESS HATCH. r SURGE SURPRESSOR - / A NEW DRY WELL VAULT NEW LEVEL TRANSMITTER NSTALLED IN "- — 1 SEE DETAIL OP EXHAUST FAN rJ C r� TAKE PIPE PENETRATION I, a. 3, �I -� - o d: \ DRAIN TROUGH a -�o o a' o:Q 6 o o 0 �- o DRY WELL VAULT - SECTION TE3 1" = 2' -0" • P, TE3 WET WELL ELECTRICAL PLAN 1 = 2' -0" ATS AND MOUNTING . SEE SPECIFICATIONS SILS. REVISED TO CONFORM TO CONSTRUCTION RECORDS DIVE MM 0//18/00 NO. REVISION BY REVIEW" DATE NEW LADDER ® REVISED TO CONFORM RH2 ENGINEERING. INC TO CONSTRUCTION RECORDS L' '1Sp 1� °t WAS , ?Z� MARK MILLER 07/18/00 ENGINEERS BOTHELL. OFFICE RH2 ENGINEERING INC. DATE PLANNERS SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 �R�clstse6 °� SIGNED: fonrnL �' NEW WET WELL STRUCTURE DRAWING IS NOT TO SCALE 11112199 IF BAR IS NOT 2" LONG ExpIRES �/ s zooz 0 L, 2.. NEW CLEANING PAD R CITY Y OF RENTON -1999 SEWER SQL • E$ *As LIFT STATION ':REPLACEMENT PROJECT TALBOT CREST LIFT STATION 22513 ! I p p, /� 01ST-0 ` SIGNED: ELECTRICAL f AN TONAL 11/11/99 aoe elo. rim EriclNEEa acVErho DA FE scnve vi.ur ow(; No swErr Ex IHr s 11/3/01 199.054 TAI - -E5R MM I MM I NOV 22, 2000 1 SHOWN' 24 1 TE3 8 -112 Y ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT ON PLANS. 2. 480 VOLT WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REQUIRE A LINK -SEAL FITTING AROUND THE CONDUIT. PENETRATION SHALL BE WATERTIGHT. ELECTRICAL EQUIPMENT LEGEND Oq SERVICE ENTRANCE DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY BREAKER, SERVICE RATED, 100 AMP, 600 VOLT, CIRCUIT BREAKER SWITCH. SIEMENS MODEL E3RED63B10O OR EQUAL. SERVICE ENTRANCE SWITCH SHALL INCLUDE A SURGE SUPPRESSION UNIT AS IDENTIFIED ON DWG NO. TE1. OB MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, NON -FUSED SAFETY SWITCH, 600 VOLT, 100 AMP, SIEMENS MODEL NFR353DTK OR EQUAL. (SIZE: 12 "Wx25 "Hx5 "D) © 480 VOLT DISTRIBUTION BOX - NEMA 3R, SIZED PER N.E.C. DO 240/120V LIGHTING PANELBOARD - NEMA 3R, SINGLE PHASE, 3 WIRE, SOLID NEUTRAL, 16 SPACES. SIEMENS MODEL W1624MB1100CU OR EQUAL PROVIDE BREAKERS AS SHOWN ON ONE -LINE DIAGRAM. (SIZE: 14.5 "Wx22 "Hx4.5 "D) of PUMP CONTROL PANEL - SEE SPECIFICATIONS. OF TRANSFORMER DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY, 3 -POLE, 3 -WIRE, 30 AMP, 600 VOLT, FUSED DISCONNECT SWITCH. SIEMENS MODEL FR351 OR EQUAL. (SIZE: 8.5 "Wx15 "Hx4.5 "D) © LOW VOLTAGE TRANSFORMER - OUTDOOR RATED, DRY -TYPE, 5 KVA, 240x480- 120/24OV, SINGLE PHASE. SIEMENS MODEL lDlNO05ST OR EQUAL. (SIZE: 10 "Wx15 "Hx12 "D) OH ELECTRICAL CEILING HEATER - IOKW, 480 VOLT, 3 PHASE 34,100 BtuH, ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET. MOUNT PER MANUFACTURER'S RECOMMENDATION. DAYTON HEAVY -DUTY MODEL OR APPROVED EQUAL. PROVIDE WITH WALL MOUNTED THERMOSTAT ADJUSTABLE BETWEEN 50' TO 807. THERMOSTAT SHALL HAVE A ROOM TEMPERATURE THERMOMETER. SET THERMOSTAT AT 557. OJ ELECTRICAL HEATER DISCONNECT - NEMA 3R, HEAVY DUTY, 3 -POLE, 3 -WIRE, 30 AMP, 600 VOLT, FUSED DISCONNECT SWITCH. SIEMENS MODEL FR351 OR EQUAL. (10 "Wx15 "Hxi2 "D) OK UTILITY METER ENCLOSURE - AS APPROVED BY PUGET SOUND ENERGY. © GENERATOR CONNECTION RECEPTACLE - OUTDOOR RATED, 600 VOLT, 100A, 4 -POLE, 3 -WIRE, THREADED CAP, WEATHERPROOF. CROIISE HINDS MODEL NO. AREA10486 OR EQUAL THAT MATCHES CITY'S EXISTING PLUG. OM TELEMETRY PANEL FROM EXISTING LIFT STATION. OWNER WILL PROVIDE PANEL FOR INSTALLATION BY CONTRACTOR. ENCLOSURE SHALL BE INSTALLED IN EXISTING NEMA 3R TELEMETRY ENCLOSURE AFTER EXISTING PANELS IS RELOCATED.RE -USE EXISTING CONDUIT PENETRATIONS WHEN POSSIBLE. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEVICES. 0 WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS. AALB -75 (BRACKET), AAU -15N (FIXTURE UNIT), AAGU -1 (ALUMINUM GUARD) OR EQUALS. FURNISH ALL NECESSARY CONDUIT AND SEALS TO MEET EXPLOSION PROOF CRITERIA. MOUNT AS HIGH AS POSSIBLE ON WALL. © ELECTRICAL EQUIPMENT PANEL LIGHT FIXTURE - INCANDESCENT, 120 VOLT, 150 WATT RATED. FURNISH WITH 150 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL- LIGHT AND HVAC LIMIT SWITCHES ® DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY BREAKER, SERVICE RATED, 100 AMP, 600 VOLT, CIRCUIT BREAKER SWITCH. SIEMENS MODEL E3RED63B100 OR EQUAL. OS INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. V CHECK VALVE POSITION LIMIT SWITCH - SQUARE D HEAVY DEITY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. SEE DETAIL ON DWG NO. G2. O FLOOD SWITCH - OMEGA MODEL LV -10 OR EQUAL. MOUNT TO END OF 1/4" PVC PIPE AND SECURE TO WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS. SWITCH SHALL TRIP AT 1/2" OF WATER LEVEL IN VAULT. (� LOW TEMPERATURE DEHUMIDIFIER 7.7 AMP, 115V, 1 PHASE, 0.7 PINTS PER HOUR ® 80% RELATIVE HUMIDITY AND 557 TEMPERATURE. EBCO OASIS MODEL OD 3800HG OR APPROVED EQUAL. PROVIDE WITH MOUNTING FIBERGLASS SHELF MOUNTED TO WALL FOR SUPPORTING THE DEHUMIDIFIER. PROVIDE WITH RUBBER DRAIN HOSE AND FITTINGS TO SUMP PIT. REVISED TO CONFORM TO CONSTRUCTION RECORDS DIVE MM 0//18/00 NO. REVISION BY REVIEW" DATE NEW LADDER ® REVISED TO CONFORM RH2 ENGINEERING. INC TO CONSTRUCTION RECORDS L' '1Sp 1� °t WAS , ?Z� MARK MILLER 07/18/00 ENGINEERS BOTHELL. OFFICE RH2 ENGINEERING INC. DATE PLANNERS SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 �R�clstse6 °� SIGNED: fonrnL �' NEW WET WELL STRUCTURE DRAWING IS NOT TO SCALE 11112199 IF BAR IS NOT 2" LONG ExpIRES �/ s zooz 0 L, 2.. NEW CLEANING PAD R CITY Y OF RENTON -1999 SEWER SQL • E$ *As LIFT STATION ':REPLACEMENT PROJECT TALBOT CREST LIFT STATION 22513 ! I p p, /� 01ST-0 ` SIGNED: ELECTRICAL f AN TONAL 11/11/99 aoe elo. rim EriclNEEa acVErho DA FE scnve vi.ur ow(; No swErr Ex IHr s 11/3/01 199.054 TAI - -E5R MM I MM I NOV 22, 2000 1 SHOWN' 24 1 TE3 8 -112 Y NOT TO SCALE WETWELL HATCH ACCESS SS OFFSET SUPPORT BRACKET /// BILCO LADDER UP EXTENDER. ALUMINUM WITH NON— CORROSIVE HARDWARE. fSS '" DIA ROD SS 2"x 1 1/4" BAR f PROVIDE MINIMUM OF 1 INTERMEDIATE WALL SUPPORT. 13' -6" i SAFETY CHAIN _s SS 3"x 3"x1/2" ANGLE CLEANING PAD EXTREN 625 W 4 x 4 x 1/4" _�. MORRISON MOLDED FIBER 3' —O" GLASS COMPANY (MMFG) 111----- 1--- -- BOLT THROUGH GRATING FIBREBOLT 1/2 "0 -13 UNC FRONT FIBERGLASS STUDS AND EXTREN 625 NUTS, TYPICAL (OR MAY 3" x 3" x 1/4 ", SUBSTITUTE STAINLESS EACH SIDE GRATING CONNECTION @ BEAM STEEL BOLTS) EXTREN 625 SEE DETAIL ON DWG NO. G2. W4x4x1 /4" SS BENT PLATE 3' -0" 3" x 3" x 1/4" ei � LOWER LADDER NOTES ANCHOR PLAN SECTION GRATING DETAILS _ NOT TO SCALE WETWELL HATCH ACCESS SS OFFSET SUPPORT BRACKET /// BILCO LADDER UP EXTENDER. ALUMINUM WITH NON— CORROSIVE HARDWARE. fSS '" DIA ROD SS 2"x 1 1/4" BAR f PROVIDE MINIMUM OF 1 INTERMEDIATE WALL SUPPORT. 13' -6" i SAFETY CHAIN _s SS 3"x 3"x1/2" ANGLE CLEANING PAD _�. .._. SS 3 "x 3 "x 112" PLATE. 3' —O" 1 —4 O 111----- 1--- -- BOLT THROUGH GRATING FRONT TO ANGLE ABOVE. SIDE _ WETWELL UPPER LADDER 1" = 2' -0" WETWELL ACCESS HATCH SS OFFSET SUPPORT BRACKET _ WETWELL a , r LADDER H LD HOOK, SEE DETAIL I DWG. NO. G2. 2' 3" LADDER NOTES 1. ENTIRE WETWELL LADDER, ANCHORING AND 'HARDWARE SHALL BE STAINLESS STEEL FIBERGLASS LADDER IS AN ACCEPTABLE ALTERNATIVE PENDING REVIEW OF DESIGN BY ENGINEER. 2. LADDERS SHALL BE CONSTRUCTED TO ALL APPLICABLE. OSHA STANDARDS. 3. LADDERS SHALL BE CONSTRUCTED MINIMUM 16" WADE, 12" RUNG SPACING WITH MINIMUM 3/4" DIAMETER IOR 2" WIDE RUNGS. 1 T � a CLEANING P AO 3' —O" 3 LADDER SLIDE, TYPICAL OF 6. „ SEE DETAIL ON DWG NO. G2. 3' -0" ei � LOWER LADDER NOTES 'Il SEE DWG NO. G2 FOR LOWER _ LADDER DETAILS. Fa h LADDER SLIDES TO RETRACT ABOVE HIGH 5' -2" WATER LEVEL. 4 8 a WETWELL LOWER LADDER 1" = 2' -0" MMFG FIBREBOLT 1/20 13 LING FIBERGLASS STUDS, TYPICAL OF BEAM /BEAM CONNECTIONS. 5/80 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER. 6" EMBEDMENT TYPICAL OF ALL BEAM /WALL CONNECTIONS_ UPPER LADDER, SEE DETAIL THIS SHEET EXTREN 625 3"x3 "x1/4" FRP ANGLE (TYP OF 3) FIBERGLASS GRATING, 1 —PIECE FOR ENTIRE PLATFORM. CUT HOLE ON GRATING ABOVE VALVE OPERATING NUT LARGE ENOUGH FOR VALVE KEY_ SEE GRATING DETAILS THIS SHEET. INSTALL SADDLE —TYPE HOLD —DOWN CLIPS AT THE FOUR LOCATIONS SHOWN FOR THE SINGLE GRATING PIECE_ LADDER HOLD HOOK, SEE DETAIL THIS SHEET AND ON — DWG. NO. G2 LADDER SLIDE SEE DETAIL DWG_ NO. G2 VAULT ACCESS HATCH INSTALL SADDLE TYPE HOLD —DOWN r,i 1.11 ".i INSTALL SADDLE TYPE HOLD —DOWN CLIPS THIS LOCATION. UNI —HOIST WALL SLEEVE. EXTREN 625 4"x4 "x1/4" FRP WIDE FLANGE BEAM (TYP OF 3) INSTALL SADDLE TYPE HOLD —DOWN CLIPS THIS LOCATION. SEE GRATING DETAILS THIS SHEET ACCESS HATCH OUTLINE CLEANING PAD PLAN 1" = 1' -0" =— BILCO LADDER UP EXTENDER. ts 2174V3 f _UMINUM WITH )N— CORROSIVE HARDWARE. DRYWELL LADDER 1" = 2' —O" 2ECAST VAULT REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 .UMINUM LADDER FROM VAULT RH2 ENGINEERING INC. DATE 1NUFACTURER. LOCATE ODER AS SHOWN ON PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MM 07/18/00 NO. REVISION BY REVIEW DATE mRH2 ENGINEERING, INCL.ANEERS E30THELL, OFFICE NNER S NTISTS EAST WENATCHEE OFFICE 22780 a�aISTa�6 °1 SIGNED: DRAWING IS NOT TO SCALE 11/11/99 IF BAR IS NO[ 2" LONG 0 I„ 2„ EXPIRES 3 19 2002 -IT 1 OF PENTON -1999 SEWER vl1 V LIFT STATION REPLACEMENT PROJECT TALBOT CREST LIFT STATION nLADD ER Allu m T llru DETAILS lOO N0. FILE ENGINEER RENEWED DATE SCALE'. PLOT OWG NO 'iHEEf 199.054 I 7AL -01R I RCP MM I NOV 22, 2000 SHOWN 1 24 1 TG11 1 9'or12 C_rx1, 6,9 s WETWELL VENT, IN j� DRYWELL VENT EXHAUST PEDESTAL ONLY PLAN 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a ° a '4. FIBERGLASS : DESTAL, MINIMUM a 4. /1 2 "0 GALVANIZED !NSID DIMENSIONS AS NECESSARY TO CONDUIT TO STEEL PIPE INSTALL VENT PIPES MAXIMUM °'• TELEMETRY. DIMENSIONS OF 12 "Wx121. EQUAL TO ANCHOR SYSTEM EQUAL TO HILTI KERNEY /WESTERN POWERGLASS SECONDARY PEDESTAL. "HIT C100" WITH SS NUT AND 4 PROVIDE 6 "x6" STAINLESS TOPPING GROUT STEEL OR FIBERGLASS LOUVER VALVE VAULT FLOOR. a a VERTICAL AND INSECT SCREEN. w p -07 -1792 NOT TO SCALE 24 .:4.'.a:. 4 '. HASP AND PADLOCK TO MATCH WETWELL LOWER LADDER a } f 6" MIN a, . a° CITY KEY". I 12" MIN a, WETWELL ° P UPPER �� LADDER a' e 3` SCH 80 PVC WETWELL VENT 6" SCH 40 PVC DRYWELL VENT 4 CLEHP: ELEVATION 16 :a._Q. a: \\ y / 4 :.4:. ° 12" 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a ° a '4. STANDON ADJUSTABLE PIPE SUPPORT a 4. /1 2 "0 GALVANIZED AS REQUIRED CONDUIT TO STEEL PIPE °'• TELEMETRY. (2) 5/8 "0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI 1 a "HIT C100" WITH SS NUT AND 4 WASHER, EMBED 4" MINIMUM TOPPING GROUT vQ v VALVE VAULT FLOOR. a a VERTICAL PIPE SUPPORT w p -07 -1792 NOT TO SCALE 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a 45' BEVEL-CUT ° a 4 a a a.r 4 a Q; 4 °_ .c BOTT 4 °` n 4 4- 4. e:1 4 a 4 a 4 a 4 a 4: OM OF PIPE STARTING AT CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE REVISED TO CONFOPM TO CONSTRUCTION RECORDS A PM- DA MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB I MM 07/18/0 NO, REVISION I BY` IREVIEW1 DATE RH2 ENGINEERING. INC. L. A v SA 9 o wAsgr �G k ENGINEERS BOTHELLOFFICE PLANNERS- SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 ro °�c�7n18R'l SIGNED: DRAWING; IS NOT TO SCALE 11/11/99 E %FIRES 3 19/2002 F BAR IS NOT 2" LONG 0 1" 2" CITY OF RENTON -1999 SEWER LIFT STATION REPLACEMENT PROJECT , TALBOT CREST LIFT STATION MISCELLANEOUS DETAILS JOB No FILE ENGINEER REVEW*B OATS ",f,ALE PLOP ➢WG NO ^HEEL 199.054 1 TAL -DETR I SLR I M.M I NOV 22. 2000 SHOWN 17-62 1 10-112 CZ) . 5- ? 47.fe, A `L 1;1 I:'1 ° a '4. PVC COATED GRC a 4. ° CONDUIT TO °'• TELEMETRY. 1 a 4 4. e 00 44 ° o 4.' - 4 a 4. a: :.:..4 -. 4. .:4.'.a:. 4 '. WETWELL LOWER LADDER a a, . a° a, WETWELL ° P UPPER LADDER a' e ,4 4 CLEHP: PAD :a._Q. a: Q 4 :.4:. ° °: ° 4" 0 SCH 40 PVC PIPE. MOUNT FLUSH WITH 4 :�a 1' BOTTOM OF WETWELL -0" TRANSDUCER CABLE a ° •a a 4 c': 4 A -: SECURE TO WALL WITH STAINLESS STEEL a MECHANICAL PIPING NOT CLAMPS AT 3' -0" O.C. ° n -:. A: SHOWN THIS VIEW FOR 6'�e °e LEVEL TRANSDUCER a.•- 4r ° ": :a " °. .a _v :-,a a . 45' BEVEL-CUT ° a 4 a a a.r 4 a Q; 4 °_ .c BOTT 4 °` n 4 4- 4. e:1 4 a 4 a 4 a 4 a 4: OM OF PIPE STARTING AT CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE REVISED TO CONFOPM TO CONSTRUCTION RECORDS A PM- DA MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB I MM 07/18/0 NO, REVISION I BY` IREVIEW1 DATE RH2 ENGINEERING. INC. L. A v SA 9 o wAsgr �G k ENGINEERS BOTHELLOFFICE PLANNERS- SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 ro °�c�7n18R'l SIGNED: DRAWING; IS NOT TO SCALE 11/11/99 E %FIRES 3 19/2002 F BAR IS NOT 2" LONG 0 1" 2" CITY OF RENTON -1999 SEWER LIFT STATION REPLACEMENT PROJECT , TALBOT CREST LIFT STATION MISCELLANEOUS DETAILS JOB No FILE ENGINEER REVEW*B OATS ",f,ALE PLOP ➢WG NO ^HEEL 199.054 1 TAL -DETR I SLR I M.M I NOV 22. 2000 SHOWN 17-62 1 10-112 CZ) . 5- ? 47.fe, A `L 1;1 I:'1 CRM1 120V PUMP m CALL INTERPOSE RELAY IMS1 PUMP RUN ORI j REMOTE 120VDC THERMAL FAIL r (SHIELDED). CONNECT TO TELEMETRY YPICAL MOTOR CONTROL CONTROL LOGIC NO SCALE PUMP NO. 1 STARTER PUMP NO. 1 OVERTEMP LIGHT RBS V.- JUNCTION BOX v ACCESS HATCH COVER MARKED ELECTRICAL SEAL v v- NEW BRUSHE[ N1 NEW CONCRETE RISER SECTION LOCATED OVERTEMP RELAY PLATE MOUNTED T( CLASS 1, DIVISION 1 HAZARDOUS AREA SYMBOLS LEGEND - - -- FROM 9610 -2004 -0300 -- ABOVE DRY WELL VAULT (PRESS TO TEST) RUNNING TIME METER NEW LIMIT SWITCH. CONNECTION TO TELEMETRY POWER AND SENSING J -PDX: XP AND NEMA 4 \ \ STRIP AND NCOVER. BCONTROL d 120V • • CONNECTION TO REMOTE FIELD DEVICE DOME BOX: NEMA o_. v . CABLE -TO- CONDUCTOR CONNECTIONS MADE !N BOXES. BOLT AND TAPE MOTOR LEAD �.�.�F � FNM Ti FNM I RTM MOTOR RUN TIME METER v v CONNECTIONS MAKE SENSING AND CONTROL 112 2 RBS - CONNECTIONS ON TERMINAL STRIPS OC MOTOR OPERATION COUNTER — TO PUMP CONTROL PANEL _ i K )- RED v \ ` SEAL v �_ GRC CONDUIT WITH RESET /`� NON- SHRINK GROUT o_" v . BUSHINGS OR END BELLS PUMP 1 SEAL & THERMAL. FAIL RESET CL CLEAR NOTE `.: v -.-.. v v'... v` : V.. '.. v`- : v v` :.v_ .. V _ . v v PROVIDE MAXIMUM SEPARATION BETWEEN ... 2 5 24VAC T2 EACH SPLICE IN ELECTRICAL VAULT- Rl PUMP N0.1 MOTOR DRY WELL VAULT SST MOUNTING BRACKET OR FRAMING CHANNEL 10 7 ROOF SLAB FASTEN SECURELY TO BOTH SIDES OF HANDHOLE CRM1 120V PUMP m CALL INTERPOSE RELAY IMS1 PUMP RUN ORI j REMOTE 120VDC THERMAL FAIL r (SHIELDED). CONNECT TO TELEMETRY YPICAL MOTOR CONTROL CONTROL LOGIC NO SCALE PUMP NO. 1 STARTER PUMP NO. 1 OVERTEMP LIGHT RBS V.- JUNCTION BOX v (PRESS TO TEST) SEAL v v- NEW BRUSHE[ STAINLESS STEEL OVERTEMP RELAY PLATE MOUNTED T( VALVE FLANGE PUMP /SEAL FAIL (PRESS TO TEST) RUNNING TIME METER NEW LIMIT SWITCH. START COUNTER MOTOR SPLICE DETAIL NOT TO SCALE ACCESS HATCH COVER MARKED ELECTRICAL NOTE PROVIDE MAXIMUM SEPARATION BETWEEN PROPOSED CONCRETE RISER SECTION FLOAT SPLICE AND LEVEL TRANSMITTER LOCATED ABOVE DRY WELL VAULT CLASS 1, DIVISION 1 CABLE IN ELECTRICAL VAULT. HAZARDOUS AREA - LEVEL TRANSMITIER BELLOWS H 120V CIRCUIT FROM N LIGHTING PANEL [� NEMA 12 ENCLOSURE WITH SIZED ❑ b TO FIT CONTROL EQUIPMENT. PANEL JCB #2 – SHALL BE UL LABELED. – OFF TSH CR ISPST THERMOSTAT AUTO LS SWITCH MOTOR LI M I TS WI TCH CONTACTORS CR SPST LIMIT SWITCH HS I ON DOOR LOCATED ON DRY WELL 2 ACCESS HATCH CR -LS I k_'_LQw_TEED' M IMOTOR CONTACTOR CR HS FOR VENTILATOR 12OV, SINGLE HIGH SPEED PHASE, 2 SPEED I VENT FAN CONTROL LOGIC DRY WELL VAULT _ NO SCALE TO TELEMETRY PANEL NON - SHRINK GROUT 0�: LL 1�6'9 F�R 25i;14 POWER AND SENSING J -BOX: XP AND NEMA 4 (0 RING): GOB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN BOXES. BOLT AND TAPE MOTOR LEAD CONNECTIONS MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS GRC CONDUIT WITH BUSHINGS OR END BELLS v- .-..v' v -.'.v- ;,v...vrrr v v v .v :,v...: DRYWELL VAULT SST MOUNTING BRACKET OR FRAMING CHANNEL ROOF SLAB FASTEN SECURELY TO BOTH SIDES OF HANDHOLE FLOAT SPLICE HANDHOLE _ NOT TO SCALE 30-24749308 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE EL R. oy WA3g a g 22513 �'b 8dC13Tt &6�. SIGNED: joint 11/11/99 EXPIRES 11/3/01 01 0 n o a N 0 z b r z RBS V.- JUNCTION BOX v SEAL v v- POWER AND SENSING J -BOX: XP AND NEMA 4 (0 RING): GOB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN BOXES. BOLT AND TAPE MOTOR LEAD CONNECTIONS MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS GRC CONDUIT WITH BUSHINGS OR END BELLS v- .-..v' v -.'.v- ;,v...vrrr v v v .v :,v...: DRYWELL VAULT SST MOUNTING BRACKET OR FRAMING CHANNEL ROOF SLAB FASTEN SECURELY TO BOTH SIDES OF HANDHOLE FLOAT SPLICE HANDHOLE _ NOT TO SCALE 30-24749308 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE EL R. oy WA3g a g 22513 �'b 8dC13Tt &6�. SIGNED: joint 11/11/99 EXPIRES 11/3/01 01 0 n o a N 0 z b r z Im Y SHOPS SCREEN UP6RADES AND — MODIEICA ONS TO Hlll MACHINE _ -ROGRAMMING aND COMMUNICATIONS THER BY OTHERS. i I i i I EQUIPMENT PROVIDED BY OTHERS. I NEW ANTENNA INSTALLED ON MASTER I HMI COMPUTER SUPPLY ANTENNA TO THE _ ._...._._ TELEMETRY NEW ANTENNA CABLE PROVIDED UPGRADES AND INSTALLED BY CONTRACTOR. SNIT (MTU) � I TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE R3yPG 2213 R�aISTSR SIGNED: foNaL 11/11/99 EXPIRES 11 3 Oi LEGEND CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS. EQUIPMENT PROVIDED BY CONTRACTOR.. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. NEW ANTENNA INSTALLED ON EQUIPMENT PROVIDED BY OTHERS. EXISTING MAST. OWNER WILL INSTALLED BY OTHERS. SUPPLY ANTENNA TO THE CONTRACTOR. NEW ANTENNA CABLE PROVIDED AND INSTALLED BY CONTRACTOR. TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE R3yPG 2213 R�aISTSR SIGNED: foNaL 11/11/99 EXPIRES 11 3 Oi LEGEND CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS. c, :5 FR Psmew"LL 161,9 215 EQUIPMENT PROVIDED BY CONTRACTOR.. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY OTHERS. c, :5 FR Psmew"LL 161,9 215