Loading...
HomeMy WebLinkAboutzS-3628Set01TW�_ OF R NM,..r,,JON 1l � mill. T LIrBIZIUM? rJY LIr�-'Trj 8-9.0PATEKION SITE111111111111111111IRL-. «L sum.111JUMINKER 2012 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 i SHEET INDEX SHT. NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL NOTES G01 3 EXISTING SITE AND TESC PLAN COT 4 s CO2 5 e, CO3 6 �"M,y S0l 7 PROPOSED MECHANICAL PLAN MOl 8 ELECTRICAL LEGEND E01 ,,. ELECTRICAL SITE PLAN E02 3 ELECTRICAL ONE -LINE DIAGRAM AND sT rna 11 .m :. E04 •pme._.. AN MCC DETAILS E05 13 MOTOR CONTROL DIAGRAM E08 14 ELECTRICAL DETAILS 1 E06 15 ELECTRICAL DETAII S 2 E07 16 TELEMETRY BLOCK DIAGRAM AND DETAILS E09 17 ELECTRICAL SHELTER AND DETAIL (ALTERNATIVE BID ITEM) EIO 1 611 3ie n Yrcn u.n e� � Ronflepi Ry0 s m IA°IXa YapN'Rn rrsPo O P vbh .e _.i RE am St NEWS •artwaalWOVetl SEIEB.Yr S1 p a SR Vakv Ru • O SE RenraJlaq[WIieYR,r mo. p PROJECT LOCATION « U eR :r ✓ R �' -. C sr w'�Fv II .. -ran sum.111JUMINKER 2012 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 i SHEET INDEX SHT. NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL NOTES G01 3 EXISTING SITE AND TESC PLAN COT 4 PROPOSED LIFT STATION SITE PLAN CO2 5 SITE AND UTILITY DETAILS CO3 6 �"M,y S0l 7 PROPOSED MECHANICAL PLAN MOl 8 ELECTRICAL LEGEND E01 ,,. ELECTRICAL SITE PLAN E02 3 ELECTRICAL ONE -LINE DIAGRAM AND sT rna 11 .m :. E04 •pme._.. AN MCC DETAILS E05 13 MOTOR CONTROL DIAGRAM E08 14 ELECTRICAL DETAILS 1 E06 15 ELECTRICAL DETAII S 2 E07 16 TELEMETRY BLOCK DIAGRAM AND DETAILS E09 17 ELECTRICAL SHELTER AND DETAIL (ALTERNATIVE BID ITEM) EIO 1 611 3ie n Yrcn u.n � Ronflepi Ry0 s m IA°IXa YapN'Rn rrsPo O P vbh .e _.i RE am St NEWS •artwaalWOVetl SEIEB.Yr S1 p a SR Vakv Ru • O SE RenraJlaq[WIieYR,r mo. p PROJECT LOCATION MAP eR :r mN sum.111JUMINKER 2012 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 i SHEET INDEX SHT. NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL NOTES G01 3 EXISTING SITE AND TESC PLAN COT 4 PROPOSED LIFT STATION SITE PLAN CO2 5 SITE AND UTILITY DETAILS CO3 6 �"M,y S0l 7 PROPOSED MECHANICAL PLAN MOl 8 ELECTRICAL LEGEND E01 ,,. ELECTRICAL SITE PLAN E02 3 ELECTRICAL ONE -LINE DIAGRAM AND sT rna 11 .m :. E04 •pme._.. AN MCC DETAILS E05 13 MOTOR CONTROL DIAGRAM E08 14 ELECTRICAL DETAILS 1 E06 15 ELECTRICAL DETAII S 2 E07 16 TELEMETRY BLOCK DIAGRAM AND DETAILS E09 17 ELECTRICAL SHELTER AND DETAIL (ALTERNATIVE BID ITEM) EIO 1 3ie n Yrcn u.n � Ronflepi Ry0 s m IA°IXa YapN'Rn rrsPo O P vbh �4y� Rn SE Renren qa<R p a SR Vakv Ru • O SE RenraJlaq[WIieYR,r mo. PROJECT LOCATION MAP sum.111JUMINKER 2012 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 i SHEET INDEX SHT. NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL NOTES G01 3 EXISTING SITE AND TESC PLAN COT 4 PROPOSED LIFT STATION SITE PLAN CO2 5 SITE AND UTILITY DETAILS CO3 6 LIFT STATION STRUCTURAL PLAN S0l 7 PROPOSED MECHANICAL PLAN MOl 8 ELECTRICAL LEGEND E01 9 ELECTRICAL SITE PLAN E02 10 ELECTRICAL ONE -LINE DIAGRAM AND E03 11 _ _SCHEDULES ELECIRICAL PLAN E04 12 MCC DETAILS E05 13 MOTOR CONTROL DIAGRAM E08 14 ELECTRICAL DETAILS 1 E06 15 ELECTRICAL DETAII S 2 E07 16 TELEMETRY BLOCK DIAGRAM AND DETAILS E09 17 ELECTRICAL SHELTER AND DETAIL (ALTERNATIVE BID ITEM) EIO SIGNED: 05123112 SIGNED: 05123112 Z cc OQ ,, ++ L/yU�� V m U ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. SELLINGHAM 3E'o.6/s.0936 U1oa Rr~c BOTHELL vs ss,.saoo EAST .n ' :e 5 ,• :I:, WENATCHEE+ RICHLAND sossws,e, SILVERDALE xn.s�s.o TACOMA zsf.nzaosn 62i rcCE..,._:u.. _..__ SCALE: SHOV.N 0 1,r 2., - -- - - -- -- DRAWING IS NOT TO SCALE IF BAR IS NCT 2" LONG S=362801 RECORD DRAWING EM 20 REVISED TO CONFORM oEB COV TO CON TRUCTIO RECORDS ff ...D EH 04/25/12 D,,' D Jul/ 15, 2013 s" E110 Rh12 -ER ING INC. DATE aillu: REN RE FORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 �w 112 -033 17 NO. REVISION BY REVIEW DATE nIC_a,:ve LIBHS- D- COV.DVlG jet ,, 5-3r, CONTACT INFORMATION CONTACT COMPANY POSITION_ PHONE DAVE CHRISTLNSEN CITY OF RENTON UTILITY ENGINEERING SUPERVISOR (425) 430 -7212 MARK MILLER RH2 ENGINEERING CONSULTANT (425) 951 -5372 EDWIN HALIM RH2 ENGINEERING CONSULTANT (425) 951 -5332 LADD S'IEJSKAL ISSAQUAH SCHOOL DISTRICT CONSTRUCTION COORDINATOR (425) 864 -0459 KEITH MCCAIESH BAYLEY CONSTRUCTION (GENERAL CONTRACTOR) (206) 510 -7371 MIKE JOHNSON UNIVERSAL LAND CONS'[. (SEWER CONTRACTOR) (425) 483 -6200 SCOTT BOSTROM PUGET SOUND ENERGY (POWER) (252) 606 -4552 SIGNED: 05123112 SIGNED: 05123112 Z cc OQ ,, ++ L/yU�� V m U ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. SELLINGHAM 3E'o.6/s.0936 U1oa Rr~c BOTHELL vs ss,.saoo EAST .n ' :e 5 ,• :I:, WENATCHEE+ RICHLAND sossws,e, SILVERDALE xn.s�s.o TACOMA zsf.nzaosn 62i rcCE..,._:u.. _..__ SCALE: SHOV.N 0 1,r 2., - -- - - -- -- DRAWING IS NOT TO SCALE IF BAR IS NCT 2" LONG S=362801 RECORD DRAWING EM 20 REVISED TO CONFORM oEB COV TO CON TRUCTIO RECORDS ff ...D EH 04/25/12 D,,' D Jul/ 15, 2013 s" E110 Rh12 -ER ING INC. DATE aillu: REN RE FORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 �w 112 -033 17 NO. REVISION BY REVIEW DATE nIC_a,:ve LIBHS- D- COV.DVlG jet ,, 5-3r, SURVEY CONTROL HORIZONTAL DATUM: NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM: NAVD 1955 CITY OF RENTON PUBLISHED BENCH MARKS #2068 CASED MONUMENT WITH LEAD AND TACK AT THE INTERSECTION OF SE 139TH PLACE AND 156TH AVENUE SE. ELEVATION = 372.34 SITE CONTROL: ESM CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 165TH AVENUE SE. N 178033.9669, E 1323118.6406, ELEVATION = 466.25 ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT. N 178031.6592 E 1322625.8698, ELEVATION = 454.97 CONSTRUCTION NOTES GENERAL NOTES 1. CONTRACTOR SHALL CALL 1 -800- 424 -5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -BUILT RECORDS. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2010 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE CONSTRUCTION RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM LICENSED AND CAPABLE OF PERFORMING SUCH WORK. RIGHT OF WAY AND EASEMENT LIMITS MUST BE CLEARLY IDENTIFIED IN THE FIELD DURING CONSTRUCTION. 8. 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. 9. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL HYDROSEED ALL EXISTING GRASS AREAS THAT ARE DISTURBED BY HIS ACTIVITIES. 10. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 11. CONSTRUCTION OF THE SANITARY SEWER GRAVITY AND FORCE MAIN (BY OTHERS) WILL BE PROCEEDING DURING THE CONSTRUCTION OF THE PROPOSED LIFT STATION, PORTIONS OF THE GRAVITY THIS CONTRACT. 12. CONTRACTOR MAY HAVE TO COORDINATE WITH THE GRAVITY SEWER AND FORCEMAIN CONTRACTORS DURING THE CONSTRUCTION FOR STAGING AREAS AND CONSTRUCTION ACCESS. DEPENDING ON CONSTRUCTION SEQUENCING, ADDITIONAL COORDINATION IS NEEDED DURING THE CONNECTION TIE -INS BETWEEN MANHOLES. 13. THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. 14. THE CONTRACTOR SHALL DISCHARGE WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. CONTRACTOR MAY DISCHARGE FILTERED STORM WATER INTO THE STORMWATER POND. SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 15. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 16. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS 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 DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTIUTY 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. 17. 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. 18. CONTRACTOR SHALL COORDINATE WITH THE ISSAQUAH SCHOOL DISTRICT (DISTRICT) AND THEIR CONTRACTORS REGARDING MAINTENANCE AND ACCESS TO THE FACILITIES. DISTRICT CONTACT FOR CONSTRUCTION COORDINATION WILL BE LADD STEJSKAL. FIELD CONSTRUCTION WORK SHALL NOT START UNTIL THE STORM WATER POND CONSTRUCTION WORK IS COMPLETED. THE COMPLETION DATE OF THE POND IS ESTIMATED AT AUGUST 30 2012. 19. OTHER CONSTRUCTION ACTIVITIES OF THE ISSAQUAH SCHOOL DISTRICT AT LIBERTY HIGH SCHOOL THAT MAY AFFECT THE CONSTRUCTION OF THE LIFT STATION ARE: A) SEPTIC HOLDING TANK PUMPING (DAILY) B) GRAVITY SEWER AND FORCEMAIN CONSTRUCTION C) STORMWATER POND CONSTRUCTION D) GAS LINE CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE DISTRICT AND THEIR CONTRACTORS TO FACILITATE CONSTRUCTION OF THE LIFT STATION. NO ADDITIONAL COST WILL BE PAID FOR CONSTRUCTION DELAYS CAUSED BY THESE OTHER CONSTRUCTION ACTIVITIES. PIPE LENGTH MEASUREMENTS LEGEND PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: " FLANGE x FLANGE (FLxFL) PIPE PIPE LENGTH f~ EXISTING MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. !� BE WATER METER T TELEPHONE Q FIRE HYDRANT P UNDERGROUND POWER �-- PIPE LENGTH pQ GATE VALVE rj GAS MAIN I 111 GAS VALVE `- - - -_ -- SEWER MAIN LIGHT POLE SEWER MAIN BY OTHERS FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125#, 250# v WATER MAIN CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS { UTILITY POLE - STORM MAIN l E— UTIUTY POLE ANCHOR - - - - - -- CHAIN -LINK FENCE ❑ TELEPHONE RISER EDGE OF PAVEMENT ; M TELEPHONE VAULT CURB ® STORM DRAIN CATCH BASIN -- -::':. - -- CONTOUR (2') ?� QD STORM DRAIN MANHOLE CONTOUR (5') ® SAN. SEWER CLEAN OUT - - - - - SECTION LINE 1. ® SAN. SEWER MANHOLE �y 0 TREES PK NAIL MONUMENT 0 GRAVEL 0 ASPHALT D ASPHALT TO BE REMOVED PROPOSED GRAVEL - GRAVITY SEWER MAIN FA-1 PAD MOUNTED TRANSFORMER FORCE MAIN BY OTHERS AND VAULT (IF NECESSARY) UGP POWER 'I © POWER VAULT TEL r.I - TELEMETRY —• •— SILT FENCE — - — - — - — CONSTRUCTION LIMITS �. 598 CONTOUR (2') CONTOUR (10') CONSTRUCTION NOTES GENERAL NOTES 1. CONTRACTOR SHALL CALL 1 -800- 424 -5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -BUILT RECORDS. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2010 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE CONSTRUCTION RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM LICENSED AND CAPABLE OF PERFORMING SUCH WORK. RIGHT OF WAY AND EASEMENT LIMITS MUST BE CLEARLY IDENTIFIED IN THE FIELD DURING CONSTRUCTION. 8. 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. 9. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL HYDROSEED ALL EXISTING GRASS AREAS THAT ARE DISTURBED BY HIS ACTIVITIES. 10. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 11. CONSTRUCTION OF THE SANITARY SEWER GRAVITY AND FORCE MAIN (BY OTHERS) WILL BE PROCEEDING DURING THE CONSTRUCTION OF THE PROPOSED LIFT STATION, PORTIONS OF THE GRAVITY THIS CONTRACT. 12. CONTRACTOR MAY HAVE TO COORDINATE WITH THE GRAVITY SEWER AND FORCEMAIN CONTRACTORS DURING THE CONSTRUCTION FOR STAGING AREAS AND CONSTRUCTION ACCESS. DEPENDING ON CONSTRUCTION SEQUENCING, ADDITIONAL COORDINATION IS NEEDED DURING THE CONNECTION TIE -INS BETWEEN MANHOLES. 13. THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY, METHOD OF INSTALLATION, OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. 14. THE CONTRACTOR SHALL DISCHARGE WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. CONTRACTOR MAY DISCHARGE FILTERED STORM WATER INTO THE STORMWATER POND. SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 15. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 16. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS 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 DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTIUTY 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. 17. 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. 18. CONTRACTOR SHALL COORDINATE WITH THE ISSAQUAH SCHOOL DISTRICT (DISTRICT) AND THEIR CONTRACTORS REGARDING MAINTENANCE AND ACCESS TO THE FACILITIES. DISTRICT CONTACT FOR CONSTRUCTION COORDINATION WILL BE LADD STEJSKAL. FIELD CONSTRUCTION WORK SHALL NOT START UNTIL THE STORM WATER POND CONSTRUCTION WORK IS COMPLETED. THE COMPLETION DATE OF THE POND IS ESTIMATED AT AUGUST 30 2012. 19. OTHER CONSTRUCTION ACTIVITIES OF THE ISSAQUAH SCHOOL DISTRICT AT LIBERTY HIGH SCHOOL THAT MAY AFFECT THE CONSTRUCTION OF THE LIFT STATION ARE: A) SEPTIC HOLDING TANK PUMPING (DAILY) B) GRAVITY SEWER AND FORCEMAIN CONSTRUCTION C) STORMWATER POND CONSTRUCTION D) GAS LINE CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE DISTRICT AND THEIR CONTRACTORS TO FACILITATE CONSTRUCTION OF THE LIFT STATION. NO ADDITIONAL COST WILL BE PAID FOR CONSTRUCTION DELAYS CAUSED BY THESE OTHER CONSTRUCTION ACTIVITIES. PIPE LENGTH MEASUREMENTS PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: " FLANGE x FLANGE (FLxFL) PIPE PIPE LENGTH f~ MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. !� PIPE LENGTH —{ FLANGE x PLAIN END (FLxPE) PIPEL MEASURED FROM FACE OF FLANGE TO CENTER OF FITTING. �-- PIPE LENGTH -I PLAIN END x PLAIN END (PExPE) PIPE -- rj MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. I 111 RESTRAINED JOINT x RESTRAINED PIPE LENGTH —� JOINT (RJxRJ) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125#, 250# FLANGED OR COMPACT CLASS 350 MECHANICAL JOINTS. CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE INTO ACCOUNT Ji ANY VARIATIONS IN FITTING DIMENSIONS. — CONSTRUCTION SEQUENCING THE CONTRACTOR SHALL FIRST ONLY MOBILIZE TO COORDINATE, WITH PUGET SOUND ENERGY, THE INSTALLATION OF THE PRIMARY POWER CONDUIT, SAID MOBILIZATION SHALL BE AFTER THE COMPLETION OF THE GRAVITY SANITARY SEWER MAIN CONSTRUCTION BEING PERFORMED BY OTHERS WHICH IS ANTICIPATED TO BE ON OR BEFORE JULY 20, 2012. THE CONTRACTOR SHALL COMPLETE THE WORK ON THE PRIMARY POWER CONDUIT PRIOR TO AUGUST 15, 2012, THE LAST DAY THAT ACCESS ROAD TO THE PERFORMING ARTS CENTER CONSTRUCTION PROJECT CAN BE SHUT DOWN TO THROUGH TRAFFIC. THE CONTRACTOR SHALL NOT MOBILIZE ONTO THE PROPOSED LIFT STATION SITE UNTIL COMPLETION OF THE LIBERTY HIGH SCHOOL -I STORMWATER DETENTION POND (BY OTHERS) AND THE POND CONTRACTOR rj DEMOBILIZES FROM THAT LOCATION, OR AUGUST 31, 2012, WHICHEVER COMES FIRST. THE SPLIT MOBILIZATION IS BUILT INTO THE WORKING DAYS AND THERE WILL BE NO 'JON- WORKING DAYS•DESIGNATED BETWEEN THE MOBILIZATIONS. NOTHING IN THIS SECTION PRECLUDES, WITH OWNERS APPROVAL, THE ABILITY OF THE CONTRACTOR TO MAKE AGREEMENT WITH THE OTHER CONTRACTOR(S) AND THE SCHOOL DISTRICT TO ACCESS PORTIONS OF THE SITE OUTSIDE THESE DATES. SIGNED: 05123112 SIGNED: 05123112 � I [ /+ Z O CO W O Zy O LU Z LL. aJ' O W W W U m C7 ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com mailbox&62.com 1.800.720.8052 BELLINGHAM aso.sys_os3s 454 West Horton Road BOTHELL axssstsam 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.esazsoo 300 Simon Street, Suite 5 RICHLAND sovswsTar 114 Columbia Point Drive, Suite C SILVERDALE aco.a`e.. o 2021 NW Mhyre Rd, Suite 107 TACOMA zsa.azaoss 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG S=362 8 0 2 RECORD DRAWING 1 Dwa xo REVISED TO CONFORM DEB G01 TO CON TRUCTIO RECORDS axEie¢ EH 04/25/12 D m April 29, 2013 91�r N0- RH2 EMONIErRING INC. DATE WENT: REN 2 Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 14/25/13 .oa Nib: 112 -033 17 NO. REVISION BY I REVIEW I DATE flail -E UBHS- D- GEN.DWG Oe; -3- 36� 1z'0"r _ 11 I I 1 I 1 I I I � i SDCB RIM 445.4 \IE 6 "PVC = 441.42 E (SW) _ 1 12 ADS = 441.14 (E) IE t "BADS = 436.61 (E i! IE 12'ADS, 436.36 ) E 6'PVC - -4-40.64-,(N) -- / I TABS = 436 3-(SW)- - - -� SS MH a ti RIM = 445.65 IE 6' = 439.30 -- r � IE 6' = 437.95 r d a O O / " PVC SS 12" PVC SS `12" P C SS 12' PVC SS, 12" PVC SS - P 4- P� NU3 rciM - v .its NQ5 � CONTROL POINT N 177624.30 E 1322458.70 SDCB RIM--- 15° S N0.1 -1 5AD S STORMWATER DEWATERING NOTES: 1. CONTRACTOR SHALL HAVE A SUMP PUMP AND A MINIMUM OF 100' OF APPROPRIATELY SIZED HOSE WITH FLOW DISSIPATER FOR DEWATERING LIFT STATION FOUNDATION. 2. IF REMOVAL OF STORMWATER FROM LIFT STATION FOUNDATION BECOMES NECESSARY CONTRACTOR SHALL INSTALL SUMP PUMP IN A MANNER THAT MINIMIZES SEDIMENT MOBILIZATION AND PROVIDE TEMPORARY STORM WATER COLLECTION SYSTEM, SUCH AS A BAKER TANK. THE DISCHARGE END FROM THE BAKER TANK SHALL HAVE A FLOW DISSIPATER TO REDUCE THE POTENTIAL FOR EROSION AT THE DISCHARGE LOCATION. THE PERIMETER OF THE DISCHARGE PROPERTY SHALL BE MONITORED FOR SURFACE WATER RUNOFF DURING DEWATERING OF THE FOUNDATION. SURFACE WATER RUNOFF FROM THE PROPERTY IS ACCEPTABLE IF IT IS MEASURED AT LESS THAN 10ONTU TURBIDITY AND IS NOT CAUSING EROSION. 12' PVC SS 04 IE 440 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTS TO ATTACH FABRIC TO POSTS. 2 "x2" BY 14 Go. HIRE OR 2"x2" 14 Ga. WIRE OR EQUIVALENT, IF STANDARD EQUIVALENT, NT, IF STANDARD STRENGTH FABRIC USED STRENGTH FABRIC USED I ? FILTER FABRIC z TRENCH 6' MAX BACKFILL TRENCH W NATIVE SOIL OR 3/4" — 1.5" J MINIMUM 4 "x4" TRENCH WASHED GRAVEL POST SPACING MAY BE INCREASED TO 8' IF WOOD POSTS, STEEL WIRE BACKING IS USED FENCE POSTS, REBAR, NOTE: FLTER FABRIC FENCES SHALL BE OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE NOT TO SCALE TO h� 12" PVC SS CIE IN 42278' �)P1�422.38' lEoUT = 42-.28 EA SHALL BE EXITING OR R CONDITIO i � I 1 J I II Ij 71 I I TRUCKI WASH AREA,jSEE � ()NAIL THIS SHI EET C STING TXI RE . D0 x NOT B ��'/ PVC 12" PVC s =_ 12 PVC 1 � 12" PV Q SS .— " SS ) I 480" 5 � -/ � - -/✓ - -- - - -� EXISTING ASP TTO BE i9 24' i SILT FENCE; SEE DETAIL/ ��� REMOVED 12 6) THIS�HEET Q' 12 ' 91� EXISTING OVERALL SITE AND TESC PLAN 1' =10' lM = `.125 BOTT M OF XH i I SSI MH 4P2T103 i1 - TYR 1, ' 48 01 �21M 430.88'1 1 U,T 1424.36' (12 "0)� i I TOP O \ .VA LT 8' i -- TOP OF AULT =6' DOWN SV SSTING P99 ER BOX, 'DO h NOT DISTURB co SSMH IM = 428.93 OP OFI - 2E = 419.55 AULT =2' IT = 426.90 DOWN) n 1 "PVC SS) o I I � I L I SAW TRUCK WASH -PAD DETAIL NOT TO SCALE 5- 362803 INSTALLATION DETAIL DUMP STRAP 1" REBAR FOR BAG — REMOVAL FROM INLET, TYPICAL BOTH SIDES SILT SACK INLET OR CATCH BASIN LD LD i N EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) IE 4,75' DOWN/ o _ G SEWAGE HOLDING ' DO.NOT DISTURB, E DIRECT ACCESS FOR IG BY OTHERS. SDCB RIM= 428.73 IE8 " ADS = 426.16( SS MH #P2 -02, j TYPE 1, 48 "0 RIM = 428.70' IE IN = 424.46' (12 "0) IF OUT = 424.36' (12"0) SIKH RIM = 42829 IE 30' CPP = 41934 (W) IE 8' CPP = 42159 (SE) IE 30' CPP = 419.20 (SE) RARY SILT SCREEN, SEE BELOW OR HAY BAILS ACROSS FOR TESC SS MH $P2 -01, TYPE 1, 48 "0 RIM = 429.00' E IN = 424.22' (12"0) IE OUT = 422.92' (12'0) EXISTING FENCE, REMOVE AS NECESSARY FOR CONSTRUCTION, RESTORE TO EXISTING OR BETTER CONDITION cnrn BAG DETAIL DUMP STRAP 2 EACH DUMP STRAPS SIGNED: 05123112 SIGNED: 05123112 a Z V O Q Zy � W N LILA V m Z H N X W M INEERS N N E R S NTISTS RI-12 ENGINEERING, INC. http: / /www rh2eom maTboxG,h2.com 1.80()320.8052 BELLINGHAM aw.DTmu ve 454 West Horton Road BOTHELL ass.ss,.smo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.eas.zsoo 300 Simon Street, Suite 5 RICHLAND sossoss,e, 114 Columbia Point Drive, Suite C SILVERDALE aso.ais.�seo 2021 NW Mhyre Rd Suite 107 TACOMA zsa�z w 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG STORM DRAIN SILT `J SCREEN DETAIL RECORD DRAWING TO TOCONI TRUCTOO RECORDS ec4 04/25/12 aor: i DK Ne. co, DEB EH NOT TO SCALE DAM July 11, 2013 STREET 3 RH2 RING INC. DATE WENT: REN Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 -NO: 112 -033 17 NO. REVISION BY I REVIEW I DATE ETrN -e UBHS- D- C0LDWG 6' -0° 1 -5/8" O.D. TOP RAIL 2 -3/8" O.D. LINE POST 1 -5/8" O.D. BOTTOM RAIL 1 -2/3" O.D. BRACE RAIL ATTACH TO ALL END, PULL, GATE AND CORNER POSTS 2 -7/8" O.D. END POST Y" STAINLESS STEEL NIPPLE AS REQUIRED, TYP. OF 3 Y2" STAINLESS STEEL TEE – 3/" TIE ROD AT ALL y2" STAINLESS STEEL BALL _ CORNER, END, GATE AND VALVE, TYP. OF 2 PULL POSTS Y2" STAINLESS STEEL –_THREADED TAP ALL CHAIN LINK FENCE SHALL BE GALVANIZED CHAIN -LINK FENCE NOT TO SCALE POST HOLE CONCRETE: NOTES: GATE AND ENO POSTS (2) LINE POSTS (2) 1. NOTE: MINIMUM DEPTHS BASED ON IBC GRAVEL(GW) OR MIN. DEPTH = 54° 48° SANDY GRAVEL(GP) SOIL TYPES PER IBC TABLE 1804.2. MIN. DIAMETER = 18° 18" 2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS 4000. MIN. POST EMBEDMENT = 24" 24" SHACKLE ROD SCHEDULE 5" REAR WHEEL WITH BRACKET, TYP. – 1%" HORIZONTAL TRACK O.D. GATE POST 10' MAX. - MANUAL CHAIN -LINK ROLL GATE DETAIL FIE NUT A: SHACKLE ROD DETAIL NOT TO SCALE TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PRESSURE GAUGE, SEE SPECIFICATIONS Y2" STAINLESS STEEL DIAPHRAGM SEAL 3" WELDED SS GOOSENECK 3" SS PIPE GROUND ELEVATION TRANSITION TO PVC BELOW GRADE 24° MIN. FLANGE 2" SQUARE Ys ENTIRE LENGTfLENGTH 3, -0" 4.25" DIA. 1/8" MIN. THICKNESS SOLID METAL STOCK, 1/8" MIN. AS REQUIRED THICKNESS A i SCREW 3" WELDED SS BEND 3" SS PIPE 2.25° INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION PROPOSED FORCE MAIN - WET WELL PASSIVE VENT DETAILS PIPE / NOT TO SCALE PRESSURE GAUGE DETAILS BACKFlLL AROUND VALVE WITH COMPACTED NOT TO SCALE SEE VALVE / CRUSHED ROCK BOX DETAIL / 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 WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. MN TRrnlrw VERTICAL PIPE SUPPORT DETAIL HATCH CURB NOT TO SCALE OPENING BAR 3 2)2"x7¢" BRACKETS T &B, 8' O.C. MAX. VERTICAL SPACING NOTES: 1. LADDER SHALL BE ALUMINUM. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 STRINGERS, FB 2){X)2" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL /RISER TYP 3/1 18" 7' MIN. TRENCH WIDTH PER WSDOT SS 2 -09.4 PIPE ZONE BACKFlLL PER WSDOT SS 7- 08.3(3) RAVEL BACKFlLL FOR PIPE ZONE BEDDING PER ISDOT SS 9- 03.12(3) PIPE ZONE BEDDING NOT TO SCALE SURFACE FINISH PER PLAN VALVE BOX BASE, PER CITY OF RENTON STANDARD INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR ECCENTRIC PLUG VALVE (GATE VALVE SHOWN), (FLxFL) FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. PROVIDE 4" THICK CONCRETE SUPPORT "- BLOCK UNDER VALVE, TYP ISOLATION VALVE DETAIL o o ° PIPE ODD. + 24" - o TRENCH 1UMITS o ° a� I 4 ° °. i u a 12" 2" �! 1" DIA. RUNGS, EQUALLY SPACED TYP. VERTICALLY ® 12" O.C. < 0 PLAN PROFILE TYPICAL LADDER DETAIL NOT TO SCALE PROVIDE ADDITIONAL DIAGONAL /BRACKETS AT TOP CONNECTION Va" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE NTH 3¢" CONCRETE ANCHORS PROVIDE 6" OF CSTC COMPACTED TO FIRM AND UNYIELDING CONDITIONS. � CDF TRENCH DAM SIGNED: 05/23/12 SIGNED. 05123112 +. \�1 C) Wy J V m J Q J Q W I- ZE SHACKLE ROD FITTING NUMBER SIZE EH 04/25/13 ,we xo: 112 -033 125LB 4" 2 3/4" NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL REVIEW DATE 8" 2 3/4" 10" 4 3/4" 12" 4 3/4" 250LB 4" 2 3/4" 6" 2 3/4" a. 10" 4 3/4" 12" 6 3/4" 5" REAR WHEEL WITH BRACKET, TYP. – 1%" HORIZONTAL TRACK O.D. GATE POST 10' MAX. - MANUAL CHAIN -LINK ROLL GATE DETAIL FIE NUT A: SHACKLE ROD DETAIL NOT TO SCALE TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PRESSURE GAUGE, SEE SPECIFICATIONS Y2" STAINLESS STEEL DIAPHRAGM SEAL 3" WELDED SS GOOSENECK 3" SS PIPE GROUND ELEVATION TRANSITION TO PVC BELOW GRADE 24° MIN. FLANGE 2" SQUARE Ys ENTIRE LENGTfLENGTH 3, -0" 4.25" DIA. 1/8" MIN. THICKNESS SOLID METAL STOCK, 1/8" MIN. AS REQUIRED THICKNESS A i SCREW 3" WELDED SS BEND 3" SS PIPE 2.25° INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION PROPOSED FORCE MAIN - WET WELL PASSIVE VENT DETAILS PIPE / NOT TO SCALE PRESSURE GAUGE DETAILS BACKFlLL AROUND VALVE WITH COMPACTED NOT TO SCALE SEE VALVE / CRUSHED ROCK BOX DETAIL / 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 WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. MN TRrnlrw VERTICAL PIPE SUPPORT DETAIL HATCH CURB NOT TO SCALE OPENING BAR 3 2)2"x7¢" BRACKETS T &B, 8' O.C. MAX. VERTICAL SPACING NOTES: 1. LADDER SHALL BE ALUMINUM. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 STRINGERS, FB 2){X)2" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL /RISER TYP 3/1 18" 7' MIN. TRENCH WIDTH PER WSDOT SS 2 -09.4 PIPE ZONE BACKFlLL PER WSDOT SS 7- 08.3(3) RAVEL BACKFlLL FOR PIPE ZONE BEDDING PER ISDOT SS 9- 03.12(3) PIPE ZONE BEDDING NOT TO SCALE SURFACE FINISH PER PLAN VALVE BOX BASE, PER CITY OF RENTON STANDARD INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR ECCENTRIC PLUG VALVE (GATE VALVE SHOWN), (FLxFL) FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. PROVIDE 4" THICK CONCRETE SUPPORT "- BLOCK UNDER VALVE, TYP ISOLATION VALVE DETAIL o o ° PIPE ODD. + 24" - o TRENCH 1UMITS o ° a� I 4 ° °. i u a 12" 2" �! 1" DIA. RUNGS, EQUALLY SPACED TYP. VERTICALLY ® 12" O.C. < 0 PLAN PROFILE TYPICAL LADDER DETAIL NOT TO SCALE PROVIDE ADDITIONAL DIAGONAL /BRACKETS AT TOP CONNECTION Va" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE NTH 3¢" CONCRETE ANCHORS PROVIDE 6" OF CSTC COMPACTED TO FIRM AND UNYIELDING CONDITIONS. � CDF TRENCH DAM SIGNED: 05/23/12 SIGNED. 05123112 +. \�1 C) Wy J V m J Q J Q W I- ZE S-362 805 TRENCH DETAIL � RiNi �EH 04/25/12 Jul 16, 2013 NOT TO SCALE RH2 RING INC. DATE WNT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 ,we xo: 112 -033 .......... °..- . -. °.- REVISION NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL REVIEW DATE nu:xnia: LIBHS– D– DET.DWG /yN /�0�. BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY- VA IES o oo ENGINEERS PLANNER S o BACKFlLL AND MECHANICALLY COMPACT (6" LIFTS) SCIENTIST S - - - - o o - - IMPORTED SELECT BACKFlLL TO 95% OF THE MODIFIED ° - PROCTOR' RH2 ENGINEERING, INC. hltp: / /www.rh2.com mailb.x&h2.com 1.8K720.8052 0 0 TRACER / LOCATOR TAPE BELLINGHAM aw c-�s.oe-s 16" 454 West Horton Rood BOTHEII awsssaoo 22722 29th Drive SE, Suite 210 FAST WENATCHEE t zsm 18" 18" 300 Simon Street, Suite ite 5 5 PIPE ZONE BEDDING AND RICHLAND sossoss,e, BACKFlLL PER DETAIL 114 Columbia Point Drive, Suite C SANITARY SEWER MAIN :..jD �, t EXCAVATE UNSUITABLE MATERIAL AND PROVIDE 2021 NW Mhy a ante 107 sso 2027 NW Mhyre Rd, Suite tD7 .r� I FOUNDATION MATERIAL CLASS A CONFORMING TO INSECT SS 9 -03.17 COMPACTED TO A UNIFORMLY DENSE AND TACOMA z327za 72" MAX. I� UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL IS 621 Pacific Avenue Suite 704 1 1 ENCOUNTERED AND AS DIRECTED BY THE ENGINEER SCALE: SHOWN 2" PQQQQQi KEY CDF TRENCH DAM INTO 12" 0 1" 2" OF NATIVE PIPE OD + 16" DRAWING IS NOT TO SCALE PIPE OD + 24" IF BAR IS NOT 2" LONG MINIMUM AND MAXIMUM RECORD DRAWING PLOT: 1 OK wr WIDTH AT PIPE ZONE REVISED TO CONFORM a �:DEH TO CON TRUCTIO RECORDS CO3 S-362 805 TRENCH DETAIL � RiNi �EH 04/25/12 Jul 16, 2013 NOT TO SCALE RH2 RING INC. DATE WNT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 ,we xo: 112 -033 17 REVISION BY REVIEW DATE nu:xnia: LIBHS– D– DET.DWG /yN /�0�. 2'x2'x2' GRAVEL DRAIN PAD 0 WRAPPED WITH FILTER FABRIC FOR ACCESS HATCH DRAIN, TYP OF 4. 12' OUTSIDE DIAMETER PRECAST CONCRETE WET WELL TOP FA UNI -HOIST SLEEVE / 3 EMBEDDED INTO TOP / OF WET WELL, FINAL LOCATION BY CITY WET WELL CE — INFLUENT PIPE � 1 10' INSIDE DIAMETER CONCRETE WETWELL A%_ COAT WETWELL INTERIOR PER SPECIFICATIONS FINISHED GRADE 41� WET WELL BOTTOM i 2 -6 CLEAR OPENING LEOA�VES RATING MOUNTING* I GRATING ** I SAFETY CAIN * ** -6" W� 60 "x84" 2 H -20 W1 O YES YES ODOR TIGHT © 48 "60" 2 H -20 ANCHOR NO YES 1 I r C� } i�4z 0 eeL 3 3/8" SST CAST IN PLACE J -BOLTS FOR SECURING HATCH FRAME. DRILL 1/2" HOLES IN FRAME TO RECEIVE BOLTS. TYP OF 8. WET WELL FLOOR ACCESS HATCH W1 l 3" 0 C 0 �O O — O - o ALUMINUM ACCESS --ono LADDER, SEE DWG N0. Lo CO3 FOR DETAILS, O u. TYP' CONCRETE THRUST BLOCK SLEEVE FOR I O SAFETY CHAIN 8' -0" POLE, TYP. I o av 0 0 6 ', TYP. 3' 0° L� - -- f_o PRE -CAST UNI -HOIST SLEEVE, WALL VALVE VAULT MOUNTED TO SIDE OF VALVE FORCEMAIN PIPE VAULT, ENCASE IN CONCRETE, O a FINAL LOCATION BY CITY. LIFT STATION STRUCTURAL PLAN n F VAULT FLOOR �-- CONCRETE SUMP BASE COAT EXTERIOR OF STRUCTURES PER SPECIFICATIONS 10' -0" INSIDE DIAMETER PRECAST CONCRETE WET WELL 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF MANHOLE ACCESS HATCH © CRUSHED SURFACING TOP COURSE NATIVE FILL --I 11-o" - STRUCTURAL BACKFILL (TYP.) 8' -0" x 8' -0" x 8' -0" PRECAST CONCRETE VAULT, EQUAL TO GRANITE PRECAST 8x8 METER VAULT OR APPROVED EQUAL, O 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE NTH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF VAULT. LIFT STATION STRUCTURAL ELEVATION S07 X"= 1, -o„ y4° SS SAFETY CHAIN I SS CLEVIS GRAP NO( SAFETY LATCH EACH SIC KEYSTONE BLOCK WALL, SEE DWG NO. 002 FOR LOCATION AND DETAIL THIS SHEET A 801 GRAVEL BACKFILL FOR WALLS KEYSTONE CAP UNIT PROVIDE Y4" STAINLESS STEEL EYE BOLT INSIDE WET WELL SAFETY CHAIN DETAIL NTS ACCESS HATCH SCHEDULE NO. CLEAR OPENING LEOA�VES RATING MOUNTING* I GRATING ** I SAFETY CAIN * ** GASKET W� 60 "x84" 2 H -20 BOLTS YES YES ODOR TIGHT © 48 "60" 2 H -20 ANCHOR NO YES STANDARD 43, 1 " -ly4" O8" KEYSTONE STANDARD UNIT, PLACE BLOCKS FLAT AND LEVEL PER MANUFACTURER'S HEIGHT VARIES PER PLAN REQUIREMENTS SEE DWG NO. CO2 FOR DETAILS Y2" X 544" FIBERGLASS PINS EXISTING GRADE 1' -0" MIN 6" CRUSHED SURFACING BASE COURSE BELOW WALL EXISTING GROUND PROVIDE Y," STAINLESS STEEL EYE BOLT ON SAFETY POLE FOR SAFETY CHAIN AV SS SAFETY CHAIN WITH y4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH EACH SIDE, TYP. ACCESS HATCH NOTES: * ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD FRAME ANCHORS THAT COME WITH THE HATCH. ** ACCESS HATCH SHALL HAVE REMOVABLE GRATING COVER BELOW ACCESS HATCH LID. * ** SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES AS DETAILED FOR EACH HATCH ON THIS SHEET. SIGNED: 05123112 SIGNED: 05123/12 Z O Z F' W k- cr W J U 1.� N O Q vLI LL r J / SCALE: SHOWN VALVE VAULT REMOVABLE SAFETY 1„ 2„ CHAIN DETAIL DRAWING IS NOT TO SCALE NTS IF BAR IS NOT 2" LONG 5 3 two) 8 0 6 RECORD DRAWING Ron 24 S Na REVISED TO CONFORM DEB S01 TO CON TRUCTIO RECORDS IN'GINEERS EH 6"xV GALV. STL SLEEVE, PLANNER S o4TE: July 15, 2013 MOUNTED TO INSIDE OF HATCH SCIENTIST S OPENING WITH (4) %" ANCHOR aENT: REN BOLTS. LOCATE NOT TO REVISED TO INTERFERE WITH CLOSING OF RH2 ENGINEERING, INC. RECORDS http: / /www.rh2.com HATCH mailbox$h2.com 1.800.720.8052 .ue Na: 112 -033 HEWNGHAM asosos.osae 2" DIAM. GALV. STL 454 West Hurt., Road POLE. REMOVABLE TO ALLOW HATCH TO BOTHELL ms.as, 7 I DATE 22722 29th Drive SE, Suite 210 FULLY CLOSE (TYP) EAST _ WENATCHEE sas.zvoo 300 Simon Street, Suite 5 RICHDAND soss*esrar 114 Columbio Point Drive, Suite C SILVERDALE 3so.e�s »so 2021 NW Alhyre Rd, Suite 107 TACOMA T—ee 621 Pacific Avenue Suite 104 / SCALE: SHOWN VALVE VAULT REMOVABLE SAFETY 1„ 2„ CHAIN DETAIL DRAWING IS NOT TO SCALE NTS IF BAR IS NOT 2" LONG 5 3 two) 8 0 6 RECORD DRAWING Ron 24 S Na REVISED TO CONFORM DEB S01 TO CON TRUCTIO RECORDS ark', :5- :3Ga.�C)G EH 04/25/12 o4TE: July 15, 2013 RH2 RING INC. DATE aENT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 .ue Na: 112 -033 NO. REVISION I BY I REVIEW I DATE nauU UBHS- D -SOI. ark', :5- :3Ga.�C)G SEE DWG NO. CO2 FOR CONTINUATION Q 1 } PVC ACCESS HATCH DRAIN, DISCHARGE TO GRAVEL PAD, TYP. OF 4. SUBMERSIBLE P11MP, TYP. 12" PVC GRAVITY INFLUENT PIPE 0 3" PVC WET WELL PASSIVE VENT 12" DEEP SUMP 6° DI COUPLING AND SUMP PUMP (RJx TYP. OF 2 SUMP PUMP 6" DI ECCENTRIC DISCHARGE VALVE W/ Y4 TURN \TO WETWELL (FLxFL), TYP. OF 2 6" DI FCA, TYP. OF 3 LOCATION OF PIPE SUPPORT, SEE DWG NO. CO3 FOR DETAILS, TYP. 6" DI SPOOL (FLxFL) 1' -3" LENGTH, TYP. OF 2 6" DI 90' BEND (FLxFL) 6" DI SPOOL (FLxFL) APPROX. 2' -2" LENGTH NOTE: PIPING SHALL BE PAINTED PER SPECIFICATIONS 6" DI SPOOL (FLxPE) APPROX. 6' -6" LENGTH SHACKLE ROD, TYP. OF 2 LOCATIONS i I of \ / \,-311 MIN/ 6" DI TEE (FLxFL) DI SPOOL (PExPE) \ APPROX. 4' -9" LENGTH, TYP. OF 2 ACCESS HATCH Oj DRAIN CAST INTO LID, TYP. OF 4 4j4pp s ACCESS HATCH OPENING, TYP. WET WELL PASSIVE VENT 4 6" DI 90 BEND (VICxVIC), TYP. OF 2 PRESSURE GAUGE, TYP. OF 4, SEE DETAIL ON DWG NO. CO3 / L 6" DI SPOOL (FLxPE) %" PVC AIR RELEASE APPROX. 1' -1" LENGTH, TYP. OF 2 DISCHARGE UNE, SECURE TO 6" DI SWING CHECK WALL WITH CLAMPS VALVE (FLxFL), TYP. OF 2. /APPROX. " DI SPOOL (PExPE) 3' -9" LENGTH, TYP. OF 2 PROPOSED LIFT STATION MECHANICAL PLAN Qy. = 1' -011 e . . 2 "X2" SST ANGLE "u BOLTED TO Dt UNDERSIDE OF LID FOR RAIL SUPPPORT ' PUMP RAIL ACCESS HATCH, TYP. SUMP PUMP DI ARGE PIPE, PROVIDE ISOLA N AND CHECK VALVES NEAR SUMP PUMP y" PVC AIR RELEASE fDISCHARGE LINE SLOPE 2% \ ECCENTRIC VALVE CHECK VALVE Q AIR RELEASE VALVE ASSEMBLY, SEE THIS DRAWING 42 V 8 "x6" DI REDUCER (FLxMJ) !v 4 8" DI 90' BEND (FLxMJ), W/ THRUST BLOCK PVC SCHEDULE 80 PIPE AND FITTINGS 1y" UNION %" PIPE A M01 8" DI SPOOL (FLxPE), APPROX. 4' -0" LENGTH 8" DI ECCENTRIC PLUG VALVE (MJxMJ) WITH VALVE BOX (PER CITY STANDARD) B" DI PIPE, LENGTH AS REQUIRED TO MAKE CONNECTION TO PROPOSED 8" PVC FORCEMAIN. NOTE:8" FORCEMAIN CONSTRUCTED BY OTHERS AND IS ANTICIPATED TO BE COMPLETED BEFORE THIS PROJECT STARTS CONSTRUCTION. .O� 42� MECHANICAL ELEVATION A2' = 1' -0" M01 2" AIR VACUUM RELEASE VALVE SIGNED: 05123172 SIGNED. 05123/f2 2" STAINLESS STEEL UNION 2" STAINLESS STEEL GATE VALVE p O 2" STAINLESS STEEL NIPPLE, TYP. � 6" FORCEMAIN � ,l 2" SADDLE TEE AIR RELEASE ASSEMBLY DETAIL 1" = r -n^ O 0 zo LU U `�. MWM V J Z J U Q U CW G W N a 0M x CL V NO iq ENGINEER S PLANNERS SCIENTISTS RI-12 ENGINEERING, INC. hltp: / /www.rQ2 rom moIbox@rh2.com 1.800.720.8052 BEWNGHAM aw.s .oeea 454 West Horton Reed BOTHELL .saoo 22722 29th Drive SE, , Suite 210 EAST WENATCHEE sos.wazaoo 300 Simon Street, Suite 5 RICHLAND swsaestsf 114 Columbia Point Drive, Suite C SILVERDALE aso.e�s.�sw 2021 NW Mh),e Rd, Suite 107 TACOMA 2wz�zsoss 621 Pacific Avenue Suite 104 SCALE: SHOWN MECHANICAL OBLIQUE 0 1" 2" NOT TO SCALE DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG S=362807 RECORD DRAWING da 24 DnD W. REVISED TO CONFORM E DEB M01 TO CON TRUCTIO RECORDS EH 04/25/12 Dire July 16, 2013 s ET ND, RH2 RING INC. DATE WENT: REN =REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 " ND: 112 -033 17 N0. I REVISION I BY REVIEW DATE nEN— UBHS— D— MOI.DWG 3Gav�07 6" DI SPOOL (FLxPE):. - �r APPROX. 3' -2" LENGTH J., TYP. OF 2 12° INFLUENT 1..p ROTATED FOR CLARITY `. SUBMERSIBLE PUMP :..... 421.00'& GROUT FILL, SLOPE AT 1H:1V A C" 416.50'_ \ ECCENTRIC VALVE CHECK VALVE Q AIR RELEASE VALVE ASSEMBLY, SEE THIS DRAWING 42 V 8 "x6" DI REDUCER (FLxMJ) !v 4 8" DI 90' BEND (FLxMJ), W/ THRUST BLOCK PVC SCHEDULE 80 PIPE AND FITTINGS 1y" UNION %" PIPE A M01 8" DI SPOOL (FLxPE), APPROX. 4' -0" LENGTH 8" DI ECCENTRIC PLUG VALVE (MJxMJ) WITH VALVE BOX (PER CITY STANDARD) B" DI PIPE, LENGTH AS REQUIRED TO MAKE CONNECTION TO PROPOSED 8" PVC FORCEMAIN. NOTE:8" FORCEMAIN CONSTRUCTED BY OTHERS AND IS ANTICIPATED TO BE COMPLETED BEFORE THIS PROJECT STARTS CONSTRUCTION. .O� 42� MECHANICAL ELEVATION A2' = 1' -0" M01 2" AIR VACUUM RELEASE VALVE SIGNED: 05123172 SIGNED. 05123/f2 2" STAINLESS STEEL UNION 2" STAINLESS STEEL GATE VALVE p O 2" STAINLESS STEEL NIPPLE, TYP. � 6" FORCEMAIN � ,l 2" SADDLE TEE AIR RELEASE ASSEMBLY DETAIL 1" = r -n^ O 0 zo LU U `�. MWM V J Z J U Q U CW G W N a 0M x CL V NO iq ENGINEER S PLANNERS SCIENTISTS RI-12 ENGINEERING, INC. hltp: / /www.rQ2 rom moIbox@rh2.com 1.800.720.8052 BEWNGHAM aw.s .oeea 454 West Horton Reed BOTHELL .saoo 22722 29th Drive SE, , Suite 210 EAST WENATCHEE sos.wazaoo 300 Simon Street, Suite 5 RICHLAND swsaestsf 114 Columbia Point Drive, Suite C SILVERDALE aso.e�s.�sw 2021 NW Mh),e Rd, Suite 107 TACOMA 2wz�zsoss 621 Pacific Avenue Suite 104 SCALE: SHOWN MECHANICAL OBLIQUE 0 1" 2" NOT TO SCALE DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG S=362807 RECORD DRAWING da 24 DnD W. REVISED TO CONFORM E DEB M01 TO CON TRUCTIO RECORDS EH 04/25/12 Dire July 16, 2013 s ET ND, RH2 RING INC. DATE WENT: REN =REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 " ND: 112 -033 17 N0. I REVISION I BY REVIEW DATE nEN— UBHS— D— MOI.DWG 3Gav�07 �e HAS GR 8 � `moo cs5 Lee � 16727 �IST6><°O� ioxnl, t� ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES /DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, SPDT - SINGLE POLE, DOUBLE THROW INDICATOR LIGHT INDICATOR LIGHT RELAY SIGNED: 05/23/12 XXX /YY - CB SIZE & NO. OF POLES ET - ELECTRONIC TRIP MOTOR CONTROL CENTER, OR PANELBOARD FLUORESCENT FIXTURE O BEST - SINGLE POLE, SINGLE THROW BEST - DOUBLE POLE, SINGLE THROW �.( �/`�r A -AMBER G -GREEN RELAY XYZ TR - Timed relay MI LL TM - THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR �-�\/ WALL /CEILING MOUNTED FIXTURE WP - WEATHER -PROOF GFI - GROUND FAULT INTERRUPT P - POWER B - BLUE R - RED C - CLEAR W - WHITE 123 CR - Control relay y _�C SSY' e *ASA4 +� m� �• o BE - SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD 1 J C - CONTROL GET - GROUND FAULT INTERRUPTER M J - INSTRUMENTATION FLOAT SWITCH FUSE FUSED DISCONNECT SWITCH EMERGENCY LIGHT WITH SELF CJ -POWER &CONTROL CJ . CONTROL &INSTRUMENTATION CKT. - CIRCUIT LIMIT SWITCH �O LIMIT SWITCH, NORMALLY OPEN �O FLOAT SWITCH, NORMALLY OPEN 36613 .�eaD+s:c%gO '�Ptorw. tsT'� PLUG -IN CONNECTION FLUSHED MOUNTED PANELBOARD CONTAINED BATTERY C.O. - CONDUIT ONLY W RTM RUN TIME METER N.L. - NIGHT LIGHT AL. - ALUMINUM LIMIT SWITCH FLOAT SWITCH SIGNED: 05 23 12 / / NXX FIELD CONTROL STATION WITH NEMA REQUIREMENTS. O SURFACE OR PENDANT MOUNTED FIXTURE CU. - COPPER �� LIMIT SWITCH, NORMALLY CLOSED 0�7�� FLOAT SWITCH, NORMALLY CLOSED J� OC MOTOR OPERATION COUNTER �J � y '� N3R - NEMA 3R O RECESSED FIXTURE O BOA HAND -OFF -AUTO SWITCH ETM RUN TIME METER N4 - NEMA 4 OC OPERATION COUNTER TIME DELAY CONTACT PUSHBUTTON pp - SOLID STATE N4SS - NEMA 4 STAINLESS STEEL 14F - NEMA 4 FIBERGLASS MD MOTION DETECTOR MRIL MOTOR RUN INDICATION LIGHT §F—IL o TIME DELAY CONTACT, NORMALLY OPEN, TIME TO CLOSE Q� PUSHBUTTON, NORMALLY CLOSED O (c� REDUCED REDUCED VOLTAGE STARTER N6 -NEMA 6 SEAL FAIL INDICATION LIGHT _SF �\ � N12 - NEMA 12 GASKETED PC PHOTO CONTROL CELL SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT ti VARIABLE FREQUENCY DRIVE MOUNTING STAND MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT ^ V—/\ V TIME DELAY CONTACT NORMALLY PUSHBUTTON PUSHBUTTON, NORMALLY OPEN SWITCH OUTLETS ti S ® STANDARD SWITCH, 120VAC, 20 AMP CLOSED, TIME TO OPEN O O INDICATE TYPE BY MOTOR STARTER LETTER INSTRUMENT METER THERMOSTAT HEATER, WATTAGE NOTED S ® 3 -WAY SWITCH, 120VAC, 20 AMP TIME DELAY CONTACT A B MOTOR STARTER W/ OPERATOR 3 3WAY ^ A - AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER O� O TIME DELAY CONTACT, NORMALLY OPEN, TIME TO OPEN O THERMO SWITCH, NORMALLY OPEN DEVICES C D A -HAND -OFF -AUTO ® EQUIPMENT CONNECTION 3- POSITION SWITCH, 120VAC, 20 AMP, S ® LABEL SWITCH POSITION PF - POWER FACTOR W - WATTMETER �V B - OPERATIONAL COUNTER BOA HOA HAND - OFF - MOTION OR PHOTO AM V - VOLTMETER WH - WATTHOUR METER TIME DELAY CONTACT THERMOSTAT C - RUN TIME METER D - RUN LIGHT V M A � SINGLE PHASE MOTOR. HORSEPOWER AS NOTED VA -VOLT AMMETER TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMO SWITCH, NORMALLY CLOSED RACE WAY LEGEND E -FAIL LIGHT \/ S SINGLE -POLE S PILOT- LIGHTED F - EMERGENCY STOP DEE P 51rEPllVJLFGENO OK KIRK KEY INTERLOCK 1pp THREE P PHASE MOTOR. HORSEPOWER AS NOTED S DOUBLE -POLE 2 S KEY - OPERATED K P PROPOSED POWER RELAY CONTACT NC FLOWSWITCH Z S THREE WAY S LOW VOLTAGE RELAY CONTACT, INSTANTANEOUS CHANGE FLOWSMTCH, NORMALLY OPEN O W POWER TRANSFORMER 3 LV TEL PROPOSED TELEPHONE RELAY CONTACT, NO �O O a CONTROL POWER TRANSFORMER HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED S FOUR WAY 4 S MASTER M TES^ PROPOSED INSTRUMENTATION Q �;/ LLI 4 S DIMMER ❑� PUSHBUTTON .�.....�.iw PRESSURE SWITCH y TRANSFORMER ELECTRICAL PLUG D Eo PROPOSED FIBER OPTICS O FLOWSWITCH FLOWSWITCH, NORMALLY CLOSED 1 W F d FIRE SYSTEM SYMBOLS 001-01NG OR FAG/L" FL/tN LFGFNO PRESSURE SWITCH, NORMALLY OPEN �� U. OH HEAT DETECTOR CURRENT TRANSFORMER � DISCONNECT SWITCH EXPOSED RACEWAY OS SMOKE DETECTOR _ _ _ _ _ CONCEALED, UNDERGROUND, EMBEDDED, OR PRESSURE SWITCH r r VOLTAGE TRANSFORMER �� FUSED DISCONNECT SWITCH CONCRETE ENCASED RACEWAY 2 POLE SWITCH I_1 I �D FIRE ALARM DISPATCH STROBE ALARM � PRESSURE SWITCH, NORMALLY CLOSED W - HOME RUN TO PANELBOARD OR AS INDICATED y CONTACTOR N-71� COMBINATION MOTOR STARTER ® FIRE ALARM AUDIBLE /VISUAL ALARM M ! W T VIII AND DISCONNECT SWITCH C CONDUIT RUN, BROKEN AND CONTINUED SAME 0 I LU ❑ FIRE ALARM MANUAL PULL STATION SHEET OR AS NOTED / W T CAPACITOR FLEXIBLE CONDUIT n Ir a RECEPTACLES AND JUNCTION BOX SYMBOLS ADDITIONAL SYMBOLS OJ CEILING JUNCTION BOX O SOUND SYSTEM SPEAKER ENGINE GENERATOR i H CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS n 3 POLE SWITCH GENERATOR CONNECTION WALL JUNCTION BOX V SOUND SYSTEM VOLUME CONTROL CALLOUT INDICATING CONDUIT SIZE, NUMBER �— RECEPTACLE Y2- GIRD, , 2 -g12 AND SIZE OF WIRE. S ❑j FLOOR JUNCTION BOX DOORBELL NJSOLID NEUTRAL DUPLEX WALL RECEPTACLE , 120V \O CALLOUT INDICATING CONDUIT PER SCHEDULE VALVE SYMBOLS TB TERMINAL BLOCK WP = WEATHERPROOF G = GROUNDED XXX IG = ISOLATED GROUND PILOT VALVE SOLENOID CONDUIT BENT UP OR TOWARD • CF = GROUND FAULT INTERRUPTER SURGE PROTECTION DEVICE DOUBLE DUPLEX D CONDUIT BENT DOWN OR AWAY ENGINEER S PLANNER S I� SINGLE RECEPTACLE, I�TiI I VALVE GENERAL NOTES SPD SURGE PROTECTION DEVICE fe 120V V V ] CAPPED CONDUIT 0 0 (ALTERNATIVE) 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL SCIENTISTS b SINGLE RECEPTACLE, 208V \ 1 CHECK VALVE ELECTRICAL & SIGNAL PLAN DEVICES APPEAR IN THIS SET OF PLANS. RH2 ENGINEERING, G, INC. GROUNDING SYSTEM SYMBOLS DUPLEX FLOOR RECEPTACLE, 120V I V O O$ SV SOLENOID VALVE COIL ZS INTRUSION SWITCH 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT il 2co"' ® SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT oxiEr 1 malbox�h2 com 7.800.720.8052 1 GROUND SPECIAL PURPOSE WALL RECEPTACLE, �^ MV MOTORIZED VALVE COIL MD MOTION DETECTOR SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY BELLINGHAM eeo.en,aoeae 454 West Horton Road METAL PIPE GROUND NO O [G RATING AS NOTED CLOCK 11//VI CONTROL VALVE M LT LEVEL TRANSDUCER O MOTOR O COMPANY STANDARDS, CONTACT THE UTILITY REQUIREMENTS. COMPANY REPRESENTATIVES AND VERIFY THEIR BOTHELL vs.ssi.rrm 22722 29th Drive SE, Suite 210 ELECTRICAL SITE PLAN SYMBOLS CONNECTION POINT, EXOTHERMIC WELD. 3. NOTIFY THE ENGINEER IMMEDIATELY IF OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED LACK OF INFORMATION OR ANY OTHER EAST w NATCHEE soe.eee. CADWELD OR APPROVED EQUAL. N TELEVISION FS FLOOD SWITCH HE HEATING ELEMENT 300 Simon Street, Suite 5 UTILITY POLE AND GUY WIRE REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY • GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WELD CONNECTION AT , TELEPHONE = HH MANHOLE OR HANDHOLE LS LIMIT SWITCH PS PRESSURE SWITCH REVIEWED BY THE ENGINEER. RICHuNO aos,Suite , n4 Columbia Point Drive, Suite C THE GROUND ROD. TELEPHONE /DATA WITH CABLE HH� BURIED POWER VAULT OR MANHOLE PB PANIC BUTTON PE PRESSURE ELEMENT sLVEROaLE aw.alavaeo 2021 NW Mhyre Rd, Suite 107 PIGTAIL, BARE COPPER, LENGTH AS TACOMA zso, 17 . REQUIRED, l MINIMUM. �T TELEPHONE VAULT OR PEDESTAL OT THERMOSTAT SWITCH FE FLOW ELEMENT 621 P.6fic Avenue Suite 104 CONNECTION POINT, MECHANICAL, S=362808 SCALE: SHOWN � COMPRESSION TYPE. �F FIBER OPTICS VAULT OR PEDESTAL EY ZS INTRUSION SWITCH - KEY AE ANALYSIS ELEMENT 0 1" 2" o-n LUMINAIRE DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PAD -MOUNT TRANSFORMER RECORD DRAWING 0.0T: 1 DrG ND. f REVISED TO CONFORM TO CON TRUCTIO RECORDS GGA E01 mN MLM ROAD 04/25/12 DAm Jul 15, 2013 %EETT Na. RH2 RING INC. DATE WENT: REN 8 Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS I AHF I EH 04/25/13 17 .ae ND.: 112 -033 amNiUdeUBHS- D- EOI.DWG NO. REVISION I BY REVIEW1 DATE ------ APPROXIMATE LOCATION OF GAS MAIN, INSTALLED BY OTHERS PROPOSED ELECTRICAL SYSTEM P1 - - -- / - :don din -�dsn �..�� - -. ,EXISTING 12' SEWER v i don--- CP? - - -e�n don a0n a0n �V ���. don / + *° 1 u SS 0I d „Zl ao diva „Zi C ^d „Zi _ -.._ .. .� - SS on,� n d Zt SS OAd Zl CONDUIT �. NOTE: EXISTING 1/2° `^ PVC ONDU /..__. =r O naiu ell 01, - -�M � don �y 1 0 o � B ®® , ❑ I � / °/✓ �, � , / � / INSTALL BOLLARDS AROUND TRANSFORMER AS NECESSARY PER PSE STANDARDS AND REQUIREMENTS xl� FOR PROTECTION OF PAD MOUNT TRANSFORMER. I �d � \- NOTE: EXISTING 4° = / UNDERGROUND PRIMARY POWER SERVICE MAINTAIN a� PVC WATER MAIN SEPARATION TO OTHER UTILITIES PER PSE / I REQUIREMENTS AND DETAIL BELOW. PROPOSED LIFT STATION SITE. SEE DWG N0. E04 FOR MORE INFORMATION. /� 5' W X 7' L PRIMARY POWER PULL VAULT UGP uca ELECTRICAL NOTES PROVIDED AND INSTALLED BY PSE CONTRACTOR SHALL PROVIDE EXCAVATION, _ BACKFILL, AND RESTORATION FOR r �— I. �� ---�_ EXISTING ASPHALT ROADWAY !� 1 1. EXISTING UTILITY POLE. PUGET SOUND ENERGY SHALL PROVIDE PRIMARY SERVICE SURFACE I �� INSTALLATION OF PROPOSED VAULT. SEE PHOTO A THIS SHEET FOR MORE CONNECTION AT TOP OF POLE. INFORMATION. / I 2. PROPOSED PRIMARY UNDERGROUND POWER SERVICE. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL CONDUIT. PUGET SOUND ENERGY SHALL PROVIDE AND INSTAL PRIMARY POWER SERVICE CONDUCTORS. 3. PROPOSED RE R PAD–MOUNT TRANSFORMER. R SHALL PROVIDE ON ORATION F INSTALLATION TRANSFORMER SOUND AND I I ca ca ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL N TRANSFORMER VAULT AND PAD -MOUNT TRANSFORMER. PUGET SOUND ENERGY SHALL /r °I TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF TRANSFORMER. CLEARANCE TRANSFORMER TRANSFORMER N FRONT OFTR TRANSFORMER AND 3' OF CLEARANCE ON SIDES AND REAR OF THE TRANSFORMER. !i / c I M / C\ 4. PROPOSED SECONDARY POWER SERVICE, P1 . CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION. CONTRACTOR SHALL PROVIDE AND INSTALL P11 CONDUITS AND CONDUCTORS FOR SECONDARY POWER SERVICE PER TYPICAL TRENCH 1 �� /� 'i`.L DETAIL, SEE DWG NO. E06. XXX 5. SEE DWG NO. E02 FOR CONDUIT /CONDUCTOR SCHEDULES ELECTRICAL SITE PLAN 6. INSTALL CONDUIT UNDER ROADWAY PER PUGET SOUND ENERGY AND KING COUNTY 1" - 20 STANDARDS. PROVIDE TRAFFIC CONTROL AS REQUIRED. - �I� c / 1 V 21 W I PROPOSED ASPHALT CONCRETE PAVING, BY OTHERS NATIVE MATERIAL COMPACTED TO 95% EXISTING ASPHALT PAVING RED ELECTRICAL WARNING TAPE A PER ASTM D1557 OR AS REQUIRED CENTERED OVER EACH CONDUIT / 03 PER PLAN IN TRENCH (TYR) EXISTING ASPHALT CUT LINE, A / GP CONTRACTOR SHALL STAY NATIVE MATERIAL COMPACTED TO 95 % RESTORE SURFACE TO EXISTING CONDITION WITHIN EXISTING CUT LINES OR BETTER PER PLAN. ROADWAY SECTION ON PER ASTM 01557 OR AS REQUIRED SCHOOL PROPERTY SHALL MATCH EXISTING > / EXISTING OVERHEAD PER PLAN ROADWAY SECTION PRIMARY POWER SERVICE \ PROVIDE 4" COMPACTED DEPTH OF ° e Q w \ \\ \ \ \ \' TO N CRUSHED K COMPACTED 95 %MAXIMUM DENSITY 9,. zQ U 9 \ / / / / \ / \ / \ / / / \/ REQUIRED PER PLAN z Q o 6" MI _ a n 6° MIN 3 °M ° \ / / \ / / \ / / \ / / \// \ RED ELECTRICAL WARNING TAPE \ 3" MIN IN M / \ / \ / \ / \ / \ / \ / \� CENTERED OVER EACH CONDUIT IN TRENCH (TYP) T SAND BEDDING MATERIAL PER 3° MIN i WSDOT SPECIFICATION 9 -03.13 SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9 -03.13 J //y ELECTRICAL CONDUIT PRIMARY SERVICE ELECTRICAL CONDUIT. SUPPLIED AND INSTALLED BY PSE EXISTING 12" SEWER DETAIL o3 I� 3' MIN ���/ / \ \� B/i S=362809 REVISED TO CO FORM TO CON TRUCTIO RECORDS DETAIL 03 TYPICAL TRENCH DETAILS 04/25 NOT TO SCALE RH2 e4eNEMING INC. DATE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. Q7 I REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 N0. I REVISION I BY REVIEW1 DATE SIGNED: 05/23/12 SIGNED: 05123112 / ') Z LU Z W to LL �' Q o� (� m U J W W T NNERS 1 NEE RS NTISTS RH2 ENGINEERING, INC. http://www,rh2.com mailbox4rh2.com 1.800.720.8052 BELLINGHAM aso.u�e.oa3s 454 West Horton Road BOTHELL azsssrsmo 22722 29th Drive SE, Suite 210 EAST WENATCHEE ws.ees.zroo 300 Simon Street, Suite 5 RICHLAND sos.awsr ar 114 Columbia Point Drive, Suite C SILVERDALE 3so.ais�sso 2021 NW bhyre Rd, Suite 107 TACOMA 232]23058 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 I" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG xm: 20 Mac. �ioCCA E02 Jul 23, 2013 +r: REN No: 112 -033 1— UBHS- D- EO3.DWG LIGHTING FIXTURE SCHEDULE ITEM DESCRIPTION MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY. CATALOG NO. REMARKS Al METAL HALIDE OUTDOOR AREA SECURITY LIGHT, 120 VAC, (1) 2 4 6 8 10 12 14 16 600VOLT, 18,000 AMP INTERRUPTING RATING. SQUARE D ENCLOSURE OR EQUAL O MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, - 10OW METAL HALIDE LAMP, MOUNT TOP OF FIXTURE 12" LITHONIA TDD 100ML 120 M2 i METAL HALIDE 100 WATT OR EQUAL © BELOW TOP OF POLE. U.L. LISTED FOR WET LOCATIONS. APPLETON MODEL ADR1034 W/ VALVE VAULT SUMP PUMP RECEPTACLE THREADED CAP, WEATHER PROOF. 20 * NUMBER OF LAMPS PER FIXTURE ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. SERVICE ENTRANCE DISCONNECT SWITCH — NEMA 3R, HEAVY CIRCUIT A O DUTY SERVICE RATED, 1007 RATED CIRCUIT BREAKER, 100 -AMP, 1 3 5 7 9 11 13 15 17 HDL 26100C WITH 2 4 6 8 10 12 14 16 600VOLT, 18,000 AMP INTERRUPTING RATING. SQUARE D ENCLOSURE OR EQUAL O MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, AMP MODEL DTU363RB CIRCUIT DESCRIPTION NON -FUSED SAFETY SWITCH, 60OV, 100 -AMP. SQUARED OR EQUAL © GENERATOR RECEPTACLE - 100A, 480 VOLT, 4 -POLE, 3 -WIRE, APPLETON MODEL ADR1034 W/ VALVE VAULT SUMP PUMP RECEPTACLE THREADED CAP, WEATHER PROOF. 20 MODEL AJA100 ANGEL (3) - #3, (1) - #3 N, (1) ADAPTER OR EQUAL QD NOT USED THIS PLAN 20 MANUAL TRANSFER SWITCH, "MTS" O FLOAT SWITCH - SEE DETAIL ON DWG NO. E07 (3) - SEE - #3 N, (1) - #8 GRD SEE SPECIFICATIONS SPECIFICATIONS FO LEVEL TRANSMITTER - SEE (3) - #3, (1) SEE SPECIFICATIONS SPECIFICATIONS © CHECK VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT 20 HEAVY DUTY - ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED TYPE C, CLASS - CONFIGURATION. SEE DETAIL ON DWG NO. E07. LIGHTING PANEL, "L" 9007 OR EQUAL HQ NOT USED THIS PLAN 3/4" (2) - KO VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LVN -20 OR MANUAL TRANSFER SWITCH, -MTS- VA. SEE DWG NO. E07 FOR DETAIL. MOTOR CONTROL CENTER, "MCC" EQUAL © NOT USED THIS PLAN #3, (1) - #3 N, (1) O INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT MOTOR CONTROL CENTER, "MCC" HEAVY DUTY MOTOR SPLICE HANDHOLE ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D TYPE C, CLASS #10, (1) CONFIGURATION. WIRE SWITCHES IN SERIES. MOTOR SENSOR CABLE 9007 OR EQUAL IMI I I GROUNDING PER 0 DETAIL THIS SHEET. 100/3 PROPOSED PAD -MOUNT G N TOOT TRANSFORMER BY UTILITY � - RATED PROPOSED UNDERGROUND - PRIMARY SERVICE PER SERVING UTILITY REQUIREMENTS. UTILITY POWER I P1 12470 - 480/277 - VOLT. 30 I ONE -LINE DIAGRAM ELECTRICAL NOTES 1� POWER CONDUIT AND CONDUCTOR SCHEDULE ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. CIRCUIT SOURCE DESTINATION 1 3 5 7 9 11 13 15 17 TRADE SIZE 2 4 6 8 10 12 14 16 WILL REPLACE THE MTS IN THE FUTURE. THE FUTURE ATS (QUANTITY) CONDUCTORS Pi UTILITY TRANSFORMER AMP SERVICE ENTRANCE DISCONNECT CIRCUIT DESCRIPTION 1 1/4" (3) - #3, (1) - #3 N SHOWN ON DWG NO. E04. P2 MAIN DISCONNECT VALVE VAULT SUMP PUMP RECEPTACLE UTILITY METER 20 1 1/4" (3) - #3, (1) - #3 N, (1) - #8 GRD P3 UTILITY METER 20 MANUAL TRANSFER SWITCH, "MTS" SPARE 1 1/4" (3) - #3, (1) - #3 N, (1) - #8 GRD (ZF STANDBY GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS" - 1 1/4" (3) - #3, (1) - #3 N, (1) - #8 GRD P5 BELOW -MTS" 20 STUB & CAP (FUTURE EG SET) - 1 1/4" NYLON PULL CORD - P6 LIGHTING PANEL, "L" - SITE LIGHT T18 3/4" (2) - #12, (1) - #12 GRD - P7 MANUAL TRANSFER SWITCH, -MTS- SPACE MOTOR CONTROL CENTER, "MCC" 1 1/4" (3) - #3, (1) - #3 N, (1) - #8 GRD P8 MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE P9 MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GIRD, MOTOR SENSOR CABLE P70 MOTOR BRUCE HANDHOLE PUMP NO. 1, P -1 2" PUMP MOTOR CABLES Pl1 MOTOR SPLICE HANDHOLE PUMP NO. 2, P -2 2" PUMP MOTOR CABLES P12 TELEMETRY PANEL, "RTU" LIGHTING PANEL, "L" 3/4" (2) - #12, (1) - #12 GRD P13 LIGHTING PANEL, "L" STUB & CAP 3/4" 3/8" NYLON PULL CORD 014 LIGHTING PANEL, "L" STUB & CAP 3/4" 3/8" NYLON PULL CORD P15 LIGHTING PANEL, "L" DEDICATED SUMP PUMP RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD 1' 16 LIGHTING PANEL, "L" OUTDOOR RECEPTACLE 3/4" (2) - #12, (1) - #12 GRD CON TIROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS C1 WETWELL FLOATS FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE 2" MANUFACTURER FLOAT CABLES C2 VALVE LIMIT SWITCHES VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD 7C3 VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 1" (6) - #14, (1) - #14 GRD C5 BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD C6 OVERFLOW LEVEL FLOAT FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER'S FLOAT CABLES C7 BELOW "MTS" STUB & CAP (FUTURE EG SET) 3/4" 3/8" NYLON PULL CORD C8 TELEMETRY PANEL, -RTU- STUB & CAP (FUTURE EG SET) 3/4" 3/8" NYLON PULL CORD C9 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, "RTU" 3/4" (8) - #14, (1) - #14 GRD C10 TELEMETRY PANEL, -RTU- MOTOR CONTROL CENTER, "MCC" 1 1/4" (30) - #14, (1) - #14 GRD Cit INTRUSION DISABLE SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GRD C12 VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C13 "MCC" DOOR INTRUSION SWITCH TELEMETRY PANEL, "RTU" 3/4" (2) - #14, (1) - #14 GIRD INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS 7 TELEMETRY PANEL, -RTU' STUB & CAP (FUTURE FLOW METER) 1 1/2" 3/8" NYLON PULL CORD (TT TELEMETRY PANEL, "RTU" ANTENNA 2" ANTENNA CABLE JJ3� WETWELL LEVEL TRANSMITTER FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE 3/4" MANUFACTURER'S LEVEL TRANSMITTER CABLE J4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 3/4" (1) 2- CONDUCTOR SHIELDED CABLE I ONE -LINE DIAGRAM ELECTRICAL NOTES 1� 1. PROPOSED MAIN REVENUE METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. SERVING: 2. PROPOSED SERVICE ENTRANCE DISCONNECT SWITCH. 3. PROPOSED MANUAL TRANSFER SWITCH. LEAVE ADEQUATE ROOM 1 3 5 7 9 11 13 15 17 FOR THE INSTALLATION OF A AUTOMATIC TRANSFER SWITCH THAT 2 4 6 8 10 12 14 16 WILL REPLACE THE MTS IN THE FUTURE. THE FUTURE ATS VOLTS 3 WIRE ENCLOSURE DIMENSIONS ARE 40 "H X 30 "W. 4� 4. PROPOSED MOTOR CONTROL CENTER. NEMA 3R OUTER AMP ENCLOSURE WITH NEMA 1 INNER ENCLOSURES FOR EQUIPMENT. CIRCUIT DESCRIPTION 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 (TYPICAL). 0.54 6. (2) - 5/8° X 8' COPPER GROUND RODS SPACED APART AS 20 SHOWN ON DWG NO. E04. POLE LIGHTING 7. SEE DWG NO. EO8 FOR CONTROL LOGIC DIAGRAMS. VALVE VAULT SUMP PUMP RECEPTACLE 8. PROPOSED GENERATOR RECEPTACLE. COORDINATE WITH CITY OF RENTON UTILITIES FOR CORRECT PHASING OF GENERATOR 20 RECEPTACLE CONNEC11ONS. MOTOR CONTROL CENTER, 48OV, 36, 4W, 600A BUS, 42 KAIC WITHSTAND. I I I L7 S SERVICE ENTRANCE DISCO #6 � PMR PHASE MONITOR RELAY O SPD POWER MONITORING 15/2 TM 10, 3W 240/120V 130/2 TM 240/120V 0 a w� zy a� a Z N F z PROPOSED WET WELL GROUNDING NO SCALE CONCRETE REBAR MAT CTION I I 1MOP 1MCP SSRVS SSRVS SIGNED: 05123112 SIGNED: 05123112 I U -PS - - P9 PROPOSED e HANDHOLE E06 z PROPOSED Q SEAL -OFF, C TYPICAL G Q P11 0 Q PROVIDE PLASTIC BUSHING AT O I-- p A END OF CONDUIT, TYPICAL., W J Uj W z� GC � J p Ww o zv !OA11510N 20HP � W. Q N 1 PUMP 2 Q J wecwAU�7 -G Ae5 I A+'I:A U J W m I N E E S NNES NTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com madbox0rh2.com 1.800.720.8052 BELLINGHAM s�soasa 454 West Horton Rood BOTHELL aw.astsaoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.eev_ 300 Simon Street, Suite 5 RICHLAND soa.sas5181 114 Columbia Point Drive, Suite C SILVERDALE aao.a .v. 2021 NW Mhyre Rq Suite 107 TACOMA zs3.z�zaos9 621 Pacific Avenue Suite 104 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG RECORD DRAWING amT: 1 W Sm3628 10 REVISED TO CONFORM TO CO TRUCTIO RECORDS aCCA E03 MLM 04/25/12 oeTe Jul 15, 2013 �i1 xa. RH2 N INC. DATE cuENT REN ■ O Al I REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 "No: 112 -033 17 N0. I REVISION I BY REVIEW1 DATE nfNa UBHS- D- E02.DWG QG1, s- -3GPCS in PANEL SCHEDULE L Di NO.LOCATION: L SERVING: MCC PUMP STATION 1 3 5 7 9 11 13 15 17 2 4 6 8 10 12 14 16 240/120 VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 20 20 0.28 POLE LIGHTING VALVE VAULT SUMP PUMP RECEPTACLE 1.20 20 20 - SPARE SHELTER LIGHTS 0.08 20 20 - SPARE TELEMETRY PANEL 0.50 20 20 - SPARE SPARE - 20 20 - SPARE SPARE - 20 - SPACE SPARE - 20 - - SPACE T18 SPACE - - - - MA.N SPACE 2P - rONNECTION LOAD: 2(.60 KVA 10.83 AMPS DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 2.06 KVA 8.58 AMPS CONCRETE REBAR MAT CTION I I 1MOP 1MCP SSRVS SSRVS SIGNED: 05123112 SIGNED: 05123112 I U -PS - - P9 PROPOSED e HANDHOLE E06 z PROPOSED Q SEAL -OFF, C TYPICAL G Q P11 0 Q PROVIDE PLASTIC BUSHING AT O I-- p A END OF CONDUIT, TYPICAL., W J Uj W z� GC � J p Ww o zv !OA11510N 20HP � W. Q N 1 PUMP 2 Q J wecwAU�7 -G Ae5 I A+'I:A U J W m I N E E S NNES NTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com madbox0rh2.com 1.800.720.8052 BELLINGHAM s�soasa 454 West Horton Rood BOTHELL aw.astsaoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.eev_ 300 Simon Street, Suite 5 RICHLAND soa.sas5181 114 Columbia Point Drive, Suite C SILVERDALE aao.a .v. 2021 NW Mhyre Rq Suite 107 TACOMA zs3.z�zaos9 621 Pacific Avenue Suite 104 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG RECORD DRAWING amT: 1 W Sm3628 10 REVISED TO CONFORM TO CO TRUCTIO RECORDS aCCA E03 MLM 04/25/12 oeTe Jul 15, 2013 �i1 xa. RH2 N INC. DATE cuENT REN ■ O Al I REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 "No: 112 -033 17 N0. I REVISION I BY REVIEW1 DATE nfNa UBHS- D- E02.DWG QG1, s- -3GPCS in �1 �J PROPOSED VENT PIPE PROPOSED WET WELL i PROPOSED FENCE PROPOSED LIGHT POLE. SEE DWG NO. E07 FOR DETAILS PROPOSED WSDOT TYPE 1 HANDHOLE (TYR) Aj PHOTO CELL J ( Al HH PROPOSED PROPOSED SUMP PUMP PROPOSED ACCESS SITE LIGHT RECEPTACLE HATCH OPENING ( PROPOSED MOTOR SPLICE HANDHOLE. SEE DETAILS ON DWG NO. E06 WCTWt`LLVA10- GlA551 DIYI510N I AREA M F I V(M ltv � 1 . 1 C1 PROPOSED FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE. SEE DETAILS ON DWG NO. E06 P9 " \ PB "MCC„ J4 C4 "RTU„ MCC' RTU" DUPLEX OUTDOOR RECEPTACLE MOUNTED BELOW POWER METER (NOT SHOWN) "RTU" PROPOSED ACCESS HATCH OPENING PROPOSED QI TELEMETRY ANTENNA "L" "L" 3 C11 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND © P7 C 4 P3 c� O XXX Q J2 "RTU" 3� 3. PROPOSED MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E05 3 FOR DETAILS. 4� 4. PROPOSED MANUAL TRANSFER SWITCH, 'MTS'. PROVIDE SPACE P2 FOR FUTURE 'ATS'. 5� 5. PROPOSED TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF MAST. CONTRACTOR SHALL PROVIDE A • 4 ° ALL FIELD . SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS. L 6. TO PROPOSED PAD —MOUNT TRANSFORMER. SEE ELECTRICAL POINT AND RUBBER GROMMET TO c 7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR I I PROPOSED FENCE C7 2 "X4" MARKERS, i TYR OF 2 PROPOSED VALVE VAULT. INTERIOR OF VAULT IS UNCLASSIFIED PROPOSED IrRCEMAIN ji CONTRACTOR �TO INSTALL TELEMETRY A TENNA PER DETAIL THIS $IIHEET 01 PROPOSED WTRUSION DISABLE KEYSWITCH, ATTACH TOIPEDESTAL SUPPORT F 09 SPACE FOR I UTURE AUTOMATIC �12ANSFER SWITCH, "AT " I I I I PROPOSED UTILITY METER I C8 2 "X4[ MARKER Q 12' J,1 1 24" PROPOSED CONCRETE �jG / SERVICEED MAIN ELECTRICAL PAD �/ j P1 DISCONNECT SWITCH IL / it PROPOSED ELECTRICAL PEDESTAL C D 07 07 POWER DISTRIBUTION AND SIGNAL PLAN 1 /T = l' —n" PROVIDE 12" DIAMETER MINIMUM DRIP LOOP. FINISH GRADE 2" C, ANTENNA CABLE FROM VAULT o POLE ELECTRICAL NOTES O 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. XXX 2. SEE DWG NO. E02 FOR CONDUIT /CONDUCTOR SCHEDULES. 3� 3. PROPOSED MOTOR CONTROL CENTER, 'MCC'. SEE DWG NO. E05 3 FOR DETAILS. 4� 4. PROPOSED MANUAL TRANSFER SWITCH, 'MTS'. PROVIDE SPACE 4: FOR FUTURE 'ATS'. 5� 5. PROPOSED TELEMETRY PANEL, 'RTU'. PROVIDED BY CITY OF MAST. CONTRACTOR SHALL PROVIDE RENTON. CONTRACTOR SHALL INSTALL THE 'RTU' AND CONNECT • 4 ° ALL FIELD . SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS. L 6. TO PROPOSED PAD —MOUNT TRANSFORMER. SEE ELECTRICAL POINT AND RUBBER GROMMET TO SITE PLAN FOR CONTINUATION. 7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR AGAINST EDGE. ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM m BUILDING FOUNDATION. 8. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 W LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL 9� 9. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT GROUNDING SYSTEM. GR CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. Al 10. SEE DWG NO. E02 FOR LIGHTING FIXTURE SCHEDULE. 11. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. ANTENNA MOUNTED ON 1" 0 GALVANIZED PIPE EXTENDED FROM 2 1/2" X 1" BELL REDUCER ATOP 2 1/2" ANTENNA MAST AT APPROX. 20' ABOVE GRADE. ENNA SUPPLIED BY ITRACTOR. COORDINATE WITH JER ON MOUNTING HEIGHT I DIRECTION 2 "x1/4 "x36" GALVANIZED STEEL ANGLE. CONTRACTOR SHALL WELD PLATE TO THE ANTENNA MAST 12" BELOW ANTENNA. POSITION IN DIRECTION SO THAT ANTENNA CAN BE ACCESSED WITH A LADDER. CONTRACTOR SHALL GALVANIZE AFTER WELDING. ANTENNA MAST. 2 1/2" SCHEDULE 40 GALVANIZED PIPE. EMBED ANTENNA MAST IN CONCRETE A MINIMUM OF 36 ". D ANTENNA MOUNTING DETAIL NOT TO SCALE S=36281 1 RECORD DRAWING REVISED TO CONFORM TO CON TRUCTIO RECORDS 04/25/12 RH2 EMONERING INC. DATE 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 NO REVISION BY REVIEW1 DATE SIGNED: 05123112 SIGNED- 05123112 UL BURNDY CAR1826 COPPER will ALLOY GROUND CLAMP, SUITABLE FOR DIRECT BURIAL. 3 DRILL HOLE IN ANTENNA MAST AND 4: ROUTE ANTENNA CABLE THROUGH cc MAST. CONTRACTOR SHALL PROVIDE • 4 ° WATER TIGHT CONNECTION AT ENTRY L " POINT AND RUBBER GROMMET TO PREVENT CABLE FROM BEING DAMAGE AGAINST EDGE. V m ROUND TO J W 'A Cf GROUNDING SYSTEM. GR D ANTENNA MOUNTING DETAIL NOT TO SCALE S=36281 1 RECORD DRAWING REVISED TO CONFORM TO CON TRUCTIO RECORDS 04/25/12 RH2 EMONERING INC. DATE 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 NO REVISION BY REVIEW1 DATE SIGNED: 05123112 SIGNED- 05123112 UL T INEERS NNERS NTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com mcilbox0rh2com 1.800320.8052 BELLINGHAM aeo.c nuc ae 454 West Horton Road BOTHELL azs.ssr.s°oo 22722 29th Drive SE, Suite 210 EAST W NATCHEE sos.eaez 300 Simon Street, Suits 5 RICHIAND sos...u.r 114 Columbio Point Drive, Suite C SILVERDALE asouuu`. eo 2021 NW Mhyre Rd, Suite 107 TACOMA u.27zs,OM 621 Pacific Avenue Suite 104 o. DRAWING IS NOT TOSCALE IF BAR IS NOT 2" LONG DAK: Jul 23, 2013 arcxc REN .we xo: 112 -033 nIENA UBHS— D— E04EDWG will E- a cc LL. V LL,-ftft J V m LLI J W T INEERS NNERS NTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com mcilbox0rh2com 1.800320.8052 BELLINGHAM aeo.c nuc ae 454 West Horton Road BOTHELL azs.ssr.s°oo 22722 29th Drive SE, Suite 210 EAST W NATCHEE sos.eaez 300 Simon Street, Suits 5 RICHIAND sos...u.r 114 Columbio Point Drive, Suite C SILVERDALE asouuu`. eo 2021 NW Mhyre Rd, Suite 107 TACOMA u.27zs,OM 621 Pacific Avenue Suite 104 o. DRAWING IS NOT TOSCALE IF BAR IS NOT 2" LONG DAK: Jul 23, 2013 arcxc REN .we xo: 112 -033 nIENA UBHS— D— E04EDWG PROPOSED CONCRETE PAD MOTOR CONTROL CENTER LAYOUT 1" = 1' -0" NAMEPLATE NEMA RUN -TIME METER AMMETER DISPLAY RESETTABLE OPERATION COUNTER O MANUAL BYPASS ENABLED PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT \ \\ PUMP RUN LIGHT PUMP FAIL LIGHT DISCONNECT SWITCH AMMETER SELECTION SWITCH BYPASS- SOFTSTART KEY SWITCH O EMERGENCY STOP BUTTON ® SOFTSTART RESET 10-1 -� BUTTON TYPICAL SOFTSTART PANEL DETAIL NOT TO SCALE MCC CONTROL DEVICES 8-4 1' -8 ", TYP. S -4" SECTION NAMEPLATE SCHEDULE IA POWER MONITOR 1E PHASE FAIL RELAY 1G SPD 11 MCC MAIN LUGS 2F LIGHTING PANELBOARD "L" 2J LIGHTING TRANSFORMER 3A PUMP NO. 1, P -1 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL 1 2 3 4 P -1 BYPASS - SOFTSTART 7' -6- EMERGENCY STOP 0 0 ® o o e START COUNTS -A -C -p -E -F -G -H -J -K SOFTSTART RESET 3G 0 o 0 0 ° 0 o PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS P -2 BYPASS - SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 4A TELEMETRY PANEL, "RTU" PROPOSED CONCRETE PAD MOTOR CONTROL CENTER LAYOUT 1" = 1' -0" NAMEPLATE NEMA RUN -TIME METER AMMETER DISPLAY RESETTABLE OPERATION COUNTER O MANUAL BYPASS ENABLED PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT \ \\ PUMP RUN LIGHT PUMP FAIL LIGHT DISCONNECT SWITCH AMMETER SELECTION SWITCH BYPASS- SOFTSTART KEY SWITCH O EMERGENCY STOP BUTTON ® SOFTSTART RESET 10-1 -� BUTTON TYPICAL SOFTSTART PANEL DETAIL NOT TO SCALE MCC CONTROL DEVICES MCC SECTION NAMEPLATE SCHEDULE IA POWER MONITOR 1E PHASE FAIL RELAY 1G SPD 11 MCC MAIN LUGS 2F LIGHTING PANELBOARD "L" 2J LIGHTING TRANSFORMER 3A PUMP NO. 1, P -1 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS P -1 BYPASS - SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 3G PUMP NO. 2, P -2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS P -2 BYPASS - SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 4A TELEMETRY PANEL, "RTU" 6 9'-4" I� S -5" PROPOSED RAIN TROUGH ENTIRE 1 \VI ■IA VII VI \VLVVVf7L VIYL \IVTW 1" = 1' -O" NEMA 3R ENCLOSURE FRONT VIEW 1" = 1' -0" 3R OUTDOOR R TIGHT S SIGNED: 05/23/12 SIGNED: 05/23/12 ♦. \UL / `) Z 0 Q J Zy Q W 0 � D U W vm J ENGINEERS PLANNER S SCIENTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com mailbor462.com 1.800.720.8052 BEWNGHAM a jeoejo 454 West Horton Read BOTHELL ayssisam 22722 29th Drive SE, Suite 210 EAST W ATCHEE soa.ess.zaao 300 Simon Street, Suite 5 RICHLAND soasaas rar 114 Columbia Point Drive, Suite C SILVERDALE aso.a .7aso 2021 NW Mhyre Rd, Suite 107 TACOMA P53272a059 621 Pacific Avenue Suite 104 1 i i i J i w i0 1 1 1 S=3628 1 Z RECORD DRAWING REVISED TO CONFORM TO CON TRUCTION RECORDS ISNflYED: MLM 04/25/12 once Jul 15, 2013 ROPOSED CONCRETE PAD RH2 ENdREMNG INC. DATE acxr: REN REVISED TO CONFORM TO CONSTRUCTION RECORDS I AHF I EH 04/25/13 .aexo: 112 -033 N0. REVISION I BY IREVIEW1 DATE Na-N— UBHS— D— E05.DWG 08, '5 - f-;�- owc No. E05 1 I rR �IfII�O� 48OV, 3 PHASE I T I L MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS 1FU 1F POWER 'T I I MOTOR . -ALL OVERTEMP" DVERTEMP SEAL FAIL" SEAL FAIL CALL DELAY L BYPASS D AL BYPASS ;TOR CALL e.�Ke.nxeu�:a PO START SOFT UNIT SOFT STARTER RESET SOFT STARTER RUN SOFT STARTER FAIL COUNTS SIGNED: 05/23/12 SIGNED: 05/29/12 �y D TIME . RUN" JENGINEERS ZDN PLANNERS SCIENTISTS qw RH2 ENGINEERING, INC. http: / /ww .rh2.com malbo,n *h2.com 1.800.720.8052 BELLINGHAM aeo.on,W a 454 West Horton Read BOTHELL ° `Nvr.aaao 22722 29th Drive SE, Suite 210 EAST W NATCHEE sos.ee¢.zaoo SAIL 300 Simon Street, Suite 5 RICHLAND ...,Iar 114 Columbia Paint Drive, Suite C FAIL" SILVERDALE rw.a�a.�zo — 2021 NW Mhyre Rd, Suite 107 y 1 L 1 �� � EJ LJ LJ RTU� TACOMA uv2029o59 FRAM RTU UMP CALL PUMP PUMP PUMP PUMP 621 Pacific Avenue Suite 104 (24 VDC) OVERTEMP SEAL FAIL RUN FAIL SCALE: SHOWN COIL PUMP FAIL CONDUCTORS DRAWING IN BOTTOM OF "RTU" 0 N OT 2" IF BAR IS N DIAGRAM 1: PUMP P -1, P -2 AR 2" SCALE IS NOT 2" LONG S=3628 13 RECORD DRAWING nor 1 E xo. NO SCALE REVISED TO CONFORM aCCA E08 TO CON TRUCTIO RECORDS 3NEx .MLM 04/25/12 DAm Jul 15, 2013 BEET NO, RH2 RING INC. DATE alExr: REN 13 Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 "No: 112 -033 17 N0. I REVISION I BY REVIEW1 DATE nIANU UBHS- D- EO8.DWG 2 Q cc O O Q � Z W y O cc � U J U _ VmO r O 2 D TIME . RUN" JENGINEERS ZDN PLANNERS SCIENTISTS qw RH2 ENGINEERING, INC. http: / /ww .rh2.com malbo,n *h2.com 1.800.720.8052 BELLINGHAM aeo.on,W a 454 West Horton Read BOTHELL ° `Nvr.aaao 22722 29th Drive SE, Suite 210 EAST W NATCHEE sos.ee¢.zaoo SAIL 300 Simon Street, Suite 5 RICHLAND ...,Iar 114 Columbia Paint Drive, Suite C FAIL" SILVERDALE rw.a�a.�zo — 2021 NW Mhyre Rd, Suite 107 y 1 L 1 �� � EJ LJ LJ RTU� TACOMA uv2029o59 FRAM RTU UMP CALL PUMP PUMP PUMP PUMP 621 Pacific Avenue Suite 104 (24 VDC) OVERTEMP SEAL FAIL RUN FAIL SCALE: SHOWN COIL PUMP FAIL CONDUCTORS DRAWING IN BOTTOM OF "RTU" 0 N OT 2" IF BAR IS N DIAGRAM 1: PUMP P -1, P -2 AR 2" SCALE IS NOT 2" LONG S=3628 13 RECORD DRAWING nor 1 E xo. NO SCALE REVISED TO CONFORM aCCA E08 TO CON TRUCTIO RECORDS 3NEx .MLM 04/25/12 DAm Jul 15, 2013 BEET NO, RH2 RING INC. DATE alExr: REN 13 Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 "No: 112 -033 17 N0. I REVISION I BY REVIEW1 DATE nIANU UBHS- D- EO8.DWG �' OT H "aar 16727 8acrssa%8�� �raxnt BUBBLER TUBE FOR BELLOWS. JACKETED CABLE FOR LEVEL TRANSDUCER. SIGNED: 05/23/12 MILL 0 0 -__ - 4p �Aa/Y I VAULT LID MARKED 0 0 I 2" UNISTRUT. SECURE UNISTRUT "ELECTRICAL" WITH WELD BEAD. TO HANDHOLE WALLS. 3,613 TO MOTOR CONTROL CENTER /RTU TO WETWELL o o I PLASTIC TUBE COUPLING. SIZE BecTSpaa�o AS NECESSARY. r0IST r JUNCTION BOX (TYPICAL). .: TO "MCC'. _ PUMP POWER CONDUIT �— ?-- - - - -�] - - -____ ;?�i�; - ' -- I --_ _ _ -_ _ SIGNED: 05/23/12 d' a': ". PUMP MOTOR CABLE, -- 12" MAX, TIP 14. ° FLOAT CABLE, OR LEVEL SEAL (TYPICAL).,, °: TRANSMITTER CABLE I q _ °i: 0 0 I SEAL PVC SLEEVE WATERTIGHT ° - - - '. SEAL (TYPICAL), WITH DUCT SEAL (TYPICAL). - j °. <. CONDUIT (TYPICAL). CONTRACTOR / a - ° I'I 1 . 4 : .° 0 0 I r. -' .x PVC CONDUIT SLEEVE. / o (TYPICAL). SEAL TYPICAL o SEAL PVC SLEEVE WATERTIGHT WITH DUCT SEAL TYPICAL). - - - - ( UL SHALL GROUT FILL AROUND Ja a CONDUIT WITH NON- SHRINK GROUT e FOR WATER TIGHTNESS. as 4 I : 2" UNISTRUT (TYPICAL). TO "MCC ". PUMP POWER CONDUIT - - -__ - -- �4� �` • _' - -- TO WETWELL (TYPICAL) - - - - _. 0 PVC CONDUIT SLEEVE. TO WETWELL. -:4 °x4 "x4° 4 a FLEXIBLE CORD CONNECTOR TO "RTU" / -_.� - _ (TYPICAL) �7m O �lV i 1/4 STEEL PLATE. WELD_ d.. (TYPICAL). (TYPICAL) - - - - - - -I - - - - - -- I -- - - UNISTRUT TO PLATE AND MOUNT TO:° aa. G1A551DN15/0Nl 0 0 WALLS OF HANDHOLE USING (4) 3/ 8° O ° °: I AFEA BELL END OF CONDUIT I I STAINLESS STEEL CONCRETE ANCHORS. '. -a -,;4:: g 0 0 (TYPICAL). 0 0 d',9.4r SLOPE CABLE r SLEEVE TOWARDS E06 _. C1P551DN15FJN1 0 0 WIRE NUT ENDS TOGETHER AND SEAL ° WETWELL r- n M, EA WATER TIGHT FOR TERMINATING .Pa u ° / TO BUILDING LIGHT SM TCHr— B 0 0 CABLE TO FIELD WIRE (TYPICAL). a ° O I I s °e ' .° . a e ° - -- - ' e e a . n ° e "o ' ° " � " e' 'aa " '"c ° ' • o° o ° ' A a 6" GRANULAR FILL. EXPLOSION PROOF JUNCTION BOX ° ° COIL MINIMUM OF 5 FEET OF EXCESS CORD. I 0 0 . � 0 o i T / WITH COVER. 0 -Z GEDNEY GUJC TYPE 0 - - - -- WARE NUT ENDS TOGETHER AND /', !i BOX OR EQUAL. SECURE JUNCTION SEAL WATER TIGHT FOR TERMINATING 0 0 Z '^ V/ BOX TO UNISTRUT USING 1/4" 12 STAINLESS STEEL BOLTS. CABLE TO FIELD WIRE (TYPICAL). J LIFTING INSERTS (TYPICAL). 0 0 Q ELECTRICAL HANDHOLE, UTILITY VAULT 0 Fr 0 0 MODEL 233 -LA OR EQUAL. EXPLOSION PROOF JUNCTION BOX WITH COVER. O -Z /GEDNEY GUJC 0 0 Z W MOTOR SPLICE HANDHOLE PLAN DETAIL TYPE BOX EQUAL. SECURE C SPLICE HANDHOLE ELEVATION A 0 JUNCTION BOX TO UNISTRUT USING O 0 p - -i 1_ J o6 NOT TO SCALE 1/4° STAINLESS STEEL BOLTS.I LL. NOT TO SCALE 0 0 - Q I b 2" UNISTRUT. SECURE UNISTRUT TO HANDHOLE WALLS. 0 "b W V W 0 0 m CADWELD TYPE TA. CADWELD 0 0 W CABLE TO CABLE TEE CADWELD TYPE RR. CADWELD CONNECTION. END CABLE TO UPPER REBAR COPPER CONDUCTOR ` - - - 0 0 - - - - - - CONNECTION. 0 REBAR ELECTRICAL HANDHOLE, UTILITY #6 COPPER CONDUCTOR VAULT MODEL 233 -LA OR LIFTING INSERTS (TYPICAL). EQUAL. FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE PLAN PROPOSED CONCRETE COVER, GRADE NOT TO SCALE . GROUND TEE DETAIL GROUND REBAR DETAIL NOT TO SCALE NOT TO SCALE PROPOSED CONCRETE GROUND ROD NATIVE MATERIAL COMPACTED TO 95% RED ELECTRICAL WARNING TAPE ENGINEERS PLANNER S PROTECTOR 13" DEPTH X 12" HEIGHT WITH PER ASTM D1557 OR AS REQUIRED CENTERED OVER EACH CONDUIT RESTORE SURFACE TO EXISTING SCIENTIST S COVER. PIPE INC. #12R -12A & 12R -12T, OR PER PLAN IN TRENCH (TYP) CONDITION OR BETTER PER PLANS EQUAL. RH2 ENGINEERING, INC. CADWELD TYPE XA. CADWELD http://www.rh2.com mdb aox0rh2com 1.800.720.8052 CADWELD TYPE OR CABLE TO CABLE CROSS CADWELD CABLE TO GROUND CONNECTION. " cc, ° x �' w BELLINGHAM aocl. a. sae 454 West Horton Road # 6 COPPER CONDUCTOR ROD CONNECTION. 5 8x8' / LONG COPPER GROUND ROD. ��°, 9 ° °� ° ,n z m o BOTHELL "zsss,.saoo 22722 29th Drive SE, Suite 210 oz 6" 3 a 1. EAST WENATCHEE sos asa z000 COVER CONDUITE N HIGHEST TRENCH / O O " 300 Simon Street, Swte 5 5/8" X 8' COPPER GROUND ROD. #6 COPPER CONDUCTOR SAND BEDDING MATERIAL PER RICHLAND soa.a"asta, 114 Columbia Point Drive, Suite C (TYPICAL) MINIMUM DEPTH BELOW BOTTOM WSDOT SPECIFICATION 9 -03.13 OF DEEPEST CONDUIT 3" SILVERDALE aso.s,.,aso INSTALLED IN TRENCH �, ELECTRICAL CONDUIT NUMBER AND SIZE 2021 Hw Mnyre R4 Suite 107 -� VARY AS PER SITE PLAN. MAINTAIN 12" TACOMA ..zozaoss GROUND TEE DETAIL GROUND CROSS DETAIL SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. 621 Pacific Avenue Suite 104 SCALE: SHOWN NOT TO SCALE NOT TO SCALE v TYPICAL ELECTRICAL TRENCH DETAIL 0 1 2 NOT TO SCALE DRAWING IS NOT TO SCALE GROUND ROD DETAIL NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE RECORD DRAWING IF BAR IS NOT 2" LONG ow6 NO. CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. REVISED TO CONFORM ROT. 1 owwma CCA GROUNDING CONNECTION DETAILS NOT TO SCALE S=362814 TO CON TRUCTIO RECORDS EOG revewFU: MLM ALM NOT TO SCALE 04DATE72 Jul 2013 �¢T NO w a NT: REN75, RH2 RING INC. REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 17 JOB NI: 112 -033 nuNwe UBHS- D- E06.DWG NO. I REVISION I BY REVIEW1 DATE ACCESS HATCH LID 4" x 4" X 1/4" STAINLESS STEEL ANGLE IRON. SECURE TO WET WELL INTERIOR ACCESS HATCH FRAME WITH STAINLESS STEEL HARDWARE. \ PROVIDE A K CONNECTION HTTOMOUNTING RACKET FOR ADJUSTING FLOAT HEIGHT HIGH LEVEL FLOAT 4' -6" ABOVE WET WELL FLOOR WET WELL ROOF NOTE: PUMP START FLOAT S -6" FLOAT ELEVATIONS FIELD ABOVE WET WELL FLOOR ADJUSTED PER ENGINEER AT STARTUP PUMP STOP FLOAT V -6" ABOVE WET WELL FLOOR FLOAT MOUNTING DETAIL NOT TO SCALE PROPOSED 2" SQUARE GALVANIZED STEEL UNISTRUT POSTS, Y4" THICK WITH TOP CAP. MAIN DISCONNECT SWITCH PROPOSED 2" SQUARE GALVANIZED STEEL UNISTRUT POSTS, 1/4" THICK. ATTACH HORIZONTAL UNISTRUT MEMBERS AS REQUIRED FOR SUPPORTING ELECTRICAL EQUIPMENT. NOT ALL MEMBERS SHOWN. WIDTH TO FIT ALL EQUIPMENT PROPOSED BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. NOTE: SIZE UNISTRUT WIDTH TO FUTURE EQUIPMENT AS SHOWN ON DWG. NO E04 INTRUSION DISABLE 0 SWITCH O SHELTERQ LIGHT SWITCH 8' -0" CHECK VALVE LIMIT SWITCH DETAIL NOT TO SCALE MOTOR CONTROL CENTER, "MCC" EXTERIOR DOORS Al 5" SQUARE x 20'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. OUTDOOR LIGHTING POLE SHALL BE HUBBELL MODEL NO. SSS- 20- 50- 7- TA -BZ, OR EQUAL. ANCHOR BOLTS. INSTALL PER SO CORD CONNECTOR (TYPICAL). SURFACE MOUNTED J -BOX. POLE MANUFACTURER'S HANDHOLE INSTRUCTIONS GROUND LUG PROPOSED LIGHT POLE BASE PLATE. GROUT BASE PLATE WITH SO TYPE CORD. #6 AND COPPER GROUND NON- SHRINK GROUT AND SILICONE CONDUCTOR CAULK AT EDGE. 12" DIAMETER CONCRETE CYLINDER 1._0. FOR ANCHORING STEEL POLE. 45' FINISHED GRADE CHAMFER AROUND EDGE. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE CLAMPS \ SPACED EQUALLY APART. m 24" MIN A S -6" LIQUID LEVEL SWITCH. SET TO p REFER TO DWG SWITCH WITH 1/2" OF WATER K NO. E02 FOR ON FLOOR. EQUIPMENT SCHEDULE 0 4 p VAULT FLOOD SWITCH DETAIL UNISTRUT AS REQUIRED FOR ELECTRICAL ENCLOSURE ATTACHMENT L GENERATOR POWER RECPTACLE 0 OUTDOOR DUPLEX 0 4' -0° 10 BOTTOM OF RECEPTACLE ELECTRICAL LOWEST PANEL (MINIMUM) MANUAL TRANSFER EQUIPMENT PAD SWITCH, "MIS" /UTILITY BOTTOM OM METER PROPOSED DRIVEWAY #5 T O.C. TOP AND E.W. 2.0% A ELECTRICAL a i'I a e I I� A. EQUIPMENT PAD a° 3' -0" a I 1 " Q c d . MIN. 6" OF CRUSHED Q.. Q _ SURFACING BASE PROPOSED CONCRETE COURSE FOOTING, TYP. 1 -O" ELECTRICAL PEDESTAL ELECTRICAL PEDESTAL SIDE ELEVATION FRONT ELEVATION J¢' = 1' -0" FINISHED GRADE WELD BRACKET AS TO NOT INTERFERE WITH PUMP REMOVAL AND HATCH CLOSING PUMP GUIDE RAIL -<, i II CONDUIT AS SHOWN ON SITE PLAN (6) #4 VERT EVENLY SPACED 1' -0" #4 HOOPS GROUND ROD 12" O.C. OUTDOOR SITE LIGHT FOOTING AND MOUNTING DETAIL NOT TO SCALE 2 "x1/4" STAINLESS STEEL '.� SUPPORT WET WELL HATCH SIGNED: 05123112 SIGNED: 05123112 N D SPACE FOR FUTURE FLOAT D p \ PROVIDE A K CONNECTION HTTOMOUNTING RACKET FOR ADJUSTING FLOAT HEIGHT HIGH LEVEL FLOAT 4' -6" ABOVE WET WELL FLOOR WET WELL ROOF NOTE: PUMP START FLOAT S -6" FLOAT ELEVATIONS FIELD ABOVE WET WELL FLOOR ADJUSTED PER ENGINEER AT STARTUP PUMP STOP FLOAT V -6" ABOVE WET WELL FLOOR FLOAT MOUNTING DETAIL NOT TO SCALE PROPOSED 2" SQUARE GALVANIZED STEEL UNISTRUT POSTS, Y4" THICK WITH TOP CAP. MAIN DISCONNECT SWITCH PROPOSED 2" SQUARE GALVANIZED STEEL UNISTRUT POSTS, 1/4" THICK. ATTACH HORIZONTAL UNISTRUT MEMBERS AS REQUIRED FOR SUPPORTING ELECTRICAL EQUIPMENT. NOT ALL MEMBERS SHOWN. WIDTH TO FIT ALL EQUIPMENT PROPOSED BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. NOTE: SIZE UNISTRUT WIDTH TO FUTURE EQUIPMENT AS SHOWN ON DWG. NO E04 INTRUSION DISABLE 0 SWITCH O SHELTERQ LIGHT SWITCH 8' -0" CHECK VALVE LIMIT SWITCH DETAIL NOT TO SCALE MOTOR CONTROL CENTER, "MCC" EXTERIOR DOORS Al 5" SQUARE x 20'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. OUTDOOR LIGHTING POLE SHALL BE HUBBELL MODEL NO. SSS- 20- 50- 7- TA -BZ, OR EQUAL. ANCHOR BOLTS. INSTALL PER SO CORD CONNECTOR (TYPICAL). SURFACE MOUNTED J -BOX. POLE MANUFACTURER'S HANDHOLE INSTRUCTIONS GROUND LUG PROPOSED LIGHT POLE BASE PLATE. GROUT BASE PLATE WITH SO TYPE CORD. #6 AND COPPER GROUND NON- SHRINK GROUT AND SILICONE CONDUCTOR CAULK AT EDGE. 12" DIAMETER CONCRETE CYLINDER 1._0. FOR ANCHORING STEEL POLE. 45' FINISHED GRADE CHAMFER AROUND EDGE. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE CLAMPS \ SPACED EQUALLY APART. m 24" MIN A S -6" LIQUID LEVEL SWITCH. SET TO p REFER TO DWG SWITCH WITH 1/2" OF WATER K NO. E02 FOR ON FLOOR. EQUIPMENT SCHEDULE 0 4 p VAULT FLOOD SWITCH DETAIL UNISTRUT AS REQUIRED FOR ELECTRICAL ENCLOSURE ATTACHMENT L GENERATOR POWER RECPTACLE 0 OUTDOOR DUPLEX 0 4' -0° 10 BOTTOM OF RECEPTACLE ELECTRICAL LOWEST PANEL (MINIMUM) MANUAL TRANSFER EQUIPMENT PAD SWITCH, "MIS" /UTILITY BOTTOM OM METER PROPOSED DRIVEWAY #5 T O.C. TOP AND E.W. 2.0% A ELECTRICAL a i'I a e I I� A. EQUIPMENT PAD a° 3' -0" a I 1 " Q c d . MIN. 6" OF CRUSHED Q.. Q _ SURFACING BASE PROPOSED CONCRETE COURSE FOOTING, TYP. 1 -O" ELECTRICAL PEDESTAL ELECTRICAL PEDESTAL SIDE ELEVATION FRONT ELEVATION J¢' = 1' -0" FINISHED GRADE WELD BRACKET AS TO NOT INTERFERE WITH PUMP REMOVAL AND HATCH CLOSING PUMP GUIDE RAIL -<, i II CONDUIT AS SHOWN ON SITE PLAN (6) #4 VERT EVENLY SPACED 1' -0" #4 HOOPS GROUND ROD 12" O.C. OUTDOOR SITE LIGHT FOOTING AND MOUNTING DETAIL NOT TO SCALE 2 "x1/4" STAINLESS STEEL '.� SUPPORT WET WELL HATCH SIGNED: 05123112 SIGNED: 05123112 u 6"x2" PIPE CLAMP (TYPICAL). . CONTRACTOR SHALL PROVIDE A 1/2 "0 STAINLESS STEEL BOLT MINIMUM OF 3 PIPE CLAMPS AND NUT (TYPICAL). SPACED EQUALLY ALONG THE LENGTH OF 2" PIPE FOR SUPPORT. ENGINEER s PLANNERS SCIENTISTS RH2 ENGINEERING, INC. httD: //www.rh2,com V mo!box9,h2.com 1.800720.8052 BELLNGHAM asos�s.oea 454 West Horton Road 2 "x2" PIPE CLAMP (TYPICAL) N BOTHELL _10 ZO J 22722 29th Dr ve $E, Su'te 210 , Sude Z � W W y C � U. J O 300 Simon street, Suite 5 Ci W � W RICHLAND wssaust of W u 6"x2" PIPE CLAMP (TYPICAL). . CONTRACTOR SHALL PROVIDE A 1/2 "0 STAINLESS STEEL BOLT MINIMUM OF 3 PIPE CLAMPS AND NUT (TYPICAL). SPACED EQUALLY ALONG THE LENGTH OF 2" PIPE FOR SUPPORT. ENGINEER s PLANNERS SCIENTISTS RH2 ENGINEERING, INC. httD: //www.rh2,com V mo!box9,h2.com 1.800720.8052 BELLNGHAM asos�s.oea 454 West Horton Road 2 "x2" PIPE CLAMP (TYPICAL) 2" SCH 80 PVC PIPE. PIPE SHALL EXTEND FROM 4" FROM BASE OF INTERIOR WET WELL TO MOUNTING SCALE: SHOWN � __ POINT BETWEEN PUMP RAIL GUIDES. wwwmpll 0 1„ 2,. DRAWING IS NOT TO SCALE LEVEL TRANSMITTER SLEEVE DETAIL RECORD DRAWING KOT IFIBAR IS NOT 2" LOWi NO. NOT TO SCALE REVISED TO CONFORM a CCA E07 S=3628 15 TO CON TRUCTIO RECORDS �+� MLM 04/25/12 DAM Jul 15, 2013 �EeT NO- RH2 RING INC. DATE mENT: PEN 15 W REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 "No 112 -033 j 17 / �y NCO. RErVVISION BY REVIEW DATE RIND MBHS- D- EO6.DWG BOTHELL _10 22722 29th Dr ve $E, Su'te 210 , Sude EASr _ WENATCHEE ws saczsoo 300 Simon street, Suite 5 RICHLAND wssaust of 114 Columbia Point Drive, Suite C SILVERDALE aeo.e�u>sso 2D21 NW Mh,, Rd, Suite 107 PROPOSED 6' TACOMA zsOmzaoss FORCE MAIN TYR 621 Pacific Avenue Suite 104 2" SCH 80 PVC PIPE. PIPE SHALL EXTEND FROM 4" FROM BASE OF INTERIOR WET WELL TO MOUNTING SCALE: SHOWN � __ POINT BETWEEN PUMP RAIL GUIDES. wwwmpll 0 1„ 2,. DRAWING IS NOT TO SCALE LEVEL TRANSMITTER SLEEVE DETAIL RECORD DRAWING KOT IFIBAR IS NOT 2" LOWi NO. NOT TO SCALE REVISED TO CONFORM a CCA E07 S=3628 15 TO CON TRUCTIO RECORDS �+� MLM 04/25/12 DAM Jul 15, 2013 �EeT NO- RH2 RING INC. DATE mENT: PEN 15 W REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 "No 112 -033 j 17 / �y NCO. RErVVISION BY REVIEW DATE RIND MBHS- D- EO6.DWG CONTRACTOR TO INSTALL RTU PANEL 1/0 CONNECTIONS NO SCALE JNTRACTOR SHALL TERMINATE STRUMENTATION AND CONTROL GNALS AT 1/0 LOCATIONS SHOWN ON N AS -BUILT DRAWINGS PROVIDED WITH !U (TYPICAL). PUMP 1 RUN COMMAND PUMP 1 RUNNING PUMP 2 RUN COMMAND PUMP 2 RUNNING PUMP 1 HIGH TEMP o 0 A 0 PUMP 1 SEAL FAIL 0 r PUMP 2 HIGH TEMP PUMP 2 SEAL FAIL PUMP 1 FAIL PUMP 2 FAIL 11: EIRI a 9.111 A r NOTE: CONTRACTOR SHALL COORDINATE WITH BEST ACCESS COMPANY (KENT, WA) FOR DETAILS ON PROVIDING A CORE SYSTEM THAT MEETS RENTON STANDARDS. L DISABLE KEY SWITCH SHALL BE BEST MODEL NO. 1W7BINT WITH CONSTRUCTON CORE. NO SUBSTTU LION. SECURE SWITCH TO HOFFMAN ENCLOSURE WITH A MINIMUM OF (1) NO. 10 SHEET METAL SCREW EACH CORNER. SELECTED CORE SHALL ALLOW FOR KEY TO BE REMOVED IN THE OPEN OR CLOSED POSITION, INTRUSION DISABLE SWITCH a4 NO SCALE ON HANDSWITCH OFF 120V NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. AUTO F L v IOCELL -I PROVIDE ON /OFF /AUTO TOGGLE SWITCH. 01 PHOTOCELL LOCATED ON LIGHTING POLE SHALL CONTROL LIGHTS IN AUTO POSITION. o DIAGRAM 2: POLE LIGHTING CIRCUIT NO SCALE S=3628 16 RECORD DRAWING REVISED TO CONFORM TO CON TRUCTIO RECORDS 04/25/12 RH2 eidNEMING INC. DATE Al I REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 NO. I REVISION I BY REVIEW1 DATE u /8 1 .f�- .3 4�� ;,`3.16 SIGNED: 05123112 SIGNED: 05123112 WL )'+� k+'(A ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.cm malboxWh2.com 1.800.720.8052 BELLINGHAM asos- �uoeas 454 West Horton Road BOTHELL azsssrsnoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.ess.zmo 300 Simon Street, Suite 5 RICHLAND soa+.s. fst 114 Columbia Point Drive, Suite C SILVERDALE aeo.s7s7sss 2021 NW Mhyre Rd, Suite 107 TACOMA uaa7zaos. 621 Pacific Avenue Suite 104 r ............... DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG DAM Jul 15, 2013 WENT_ REN .m No 112 -033 nuN— UBHS— D— E08.DWG C3 Z 5a G a Z W ~ y Y N J OC U. U a U. O� '` p w mo A � W W J W H ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2.cm malboxWh2.com 1.800.720.8052 BELLINGHAM asos- �uoeas 454 West Horton Road BOTHELL azsssrsnoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.ess.zmo 300 Simon Street, Suite 5 RICHLAND soa+.s. fst 114 Columbia Point Drive, Suite C SILVERDALE aeo.s7s7sss 2021 NW Mhyre Rd, Suite 107 TACOMA uaa7zaos. 621 Pacific Avenue Suite 104 r ............... DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG DAM Jul 15, 2013 WENT_ REN .m No 112 -033 nuN— UBHS— D— E08.DWG PROPOSED ELECTRICAL EQUIPMENT SHELTER ELECTRIC EQUIPMENT F ELECTRICAL SHELTER FRONT ELEVATION Y, = 1, -o" LIGHTING FIXTURE SCHEDULE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY. CATALOG NO. REMARKS FLUORESCENT OUTDOOR AREA LIGHT — (2) -42W FLUORESCENT LAMPS, 120V BALLAST, 9 "H, 13" W, 7 3/8" 42 TRT PROVIDE SWTCH A D, DIE —CAST ALUMINUM HOUSING, WIREGUARD, MOUNT TOP LITHONIA TWR1 2 /42TRT 120 PE WG LPI 2 MOUNTED TO OF FIXTURE 6" BELOW ROOF EAVE., U.L. LISTED FOR WET 42 WATT SHELTER SUPPORT LOCATIONS. * NUMBER OF LAMPS PER FIXTURE PROPOSED SHELTER LIGHT FIXTURE, ATTACH TO ROOF SUPPORTS MOTOR CONTROL CENT "M( MIN. 6" OF I SURFACII ° ELECTRICAL SHELTER SIDE ELEVATION 'z - I, -O" 7NTRACTOR SHALL PROVIDE DENING IN ROOF FOR VTENNA MAST TO EXTEND TROUGH. PROVIDE WATER GHT FLASHING GHT SCHEDULE 'OSED ELECTRICAL STAL POSTS (BASE BID) SIGNED: 05/23/12 SIGNED: 05/23/12 �Jrl J_ Q H Z pW 0 O Q ~ W y W m LL. J � J W H �O- NZ - W Q W U M U J �a U w J W ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http: / /www.rh2.com malbox&rh1com 1.800.720.8052 BELLINGHAM a .�6.0e 454 West Horton Road BOTHELL ays.eet- 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.®c.zsw 300 Simon Street, Suite 5 RICHLAND so ..a 'et 114 Columbia Point Drive, Suite C SILVERDALE ...7sso 2021 NW Mh1re Rd, Suite 107 TACOMA 2so.nz3o� 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG S-3628 7 RECORD DRAWING aoT 1 E o. REVISED TO CONFORM aA� CCA E10 TO CON TRUCTIO RECORDS IaINe MLM 04/25/12 HAh Jul 15, 2013 9'¢T NO RH2 RING INC. DATE wNNT: REN 1 NEW A I REVISED TO CONFORM TO CONSTRUCTION RECORDS I AHF I EH 04/25/13 -- 112 -033 17 N0. REVISION I BY I REVIEW I DATE nUDNu UBHS- D- EO6.DWG 2�)