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HomeMy WebLinkAboutAB-4058Cc IraHY O F� R� �� 1 � w 1 CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 • '011, REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 REVISED TO CONFORM TO CONSTRUCTI N RECORDS RH2 ENGINEERING INC. 06/03/2022 DATE N 10 N AIRFORTM ]P-,-)R;Ir�VA1��E� L1,13Pl�� Sj1��A1J�IrOJ� R�E�PLAC�E��; Nil1J� PROJECT NO. WWP-27-04058 PROJECT VICINITY MAP d� 1 1 5tth pi v; PROJECT s 116th st LOCATION cp 1 1 7th st 00 00 17th PI ; a3 � E 18 th st Q - L' 0 tom` rh PI ' SITE ADDRESS: 840 W. PERIMETER ROAD, RENTON, WA, 98057 PROJECT LOCATION MAP FALL 2020 Sheet List Table SHEET NO. DESCRIPTION DWG NO. 1 COVER COV 2 GENERAL INFORMATION G01 3 EXISITNG SITE PLAN C01 4 PROPOSED SITE PLAN AND PROFILE CO2 5 CIVIL AND MECHANICAL DETAILS C04 6 ELECTRICAL LEGEND E01 7 ONE -LINE DIAGRAM AND ELECTRICAL SCHEDULES E02 8 ELECTRICAL PLAN E03 9 ELECTRICAL DETAILS E04 LEGEND O BENCH MARK PROPERTY LINE ® REBAR CAP UNDERGROUND TELEPHONE M MAG NAIL CONTROL POINT NATURAL GAS s� FIRE HYDRANT (2 PORT) SANITARY SEWER WATER GATE VALVE STORM DRAIN CULVERT © WATER MANHOLE STORM DRAIN LINE OO STORM DRAIN MANHOLE WATER LINE ® CATCH BASIN (RECTANGULAR) — — — — — — — — BUILDING EDGE OS SANITARY SEWER MANHOLE BUILDING DECK TELEPHONE POLE PARKING LOT CURB © POWER VAULT ROADWAY CURB 0 POWER PAD MOUNT TRANSFORMER GUARDRAIL ® POWER JUNCTION BOX WOOD FENCE ® SIGNAL CONTROLLER TOE TOPO TOE OF SLOPE 0—� STREET LIGHT ASSEMBLY TOP TOPO TOP OF SLOPE SINGLE POST SIGN ASPHALT cc� ROCK FACING CONCRETE 0 TREE (DECIDUOUS) — — LIMITS OF PARKING CLOSURE 12"DT DECIDUOUS '77/7Tlr�l/�l STAGING AREA 12"M MAPLE SURVEY NOTES HORIZONTAL DATUM NAD 1983/91 PER CITY OF RENTON ENGINEER'S OFFICE CONTROL POINT DESIGNATION 1847. VERTICAL DATUM NAVD 88 PER CITY OF RENTON ENGINEER'S OFFICE CONTROL POINT DESIGNATION 1847. BENCHMARKS TBM 'A' SET AXIS MAC AND WASHER AT THE CENTERLINE BASE OF DRIVEWAY SLOPE FOR BUILDING #840. ELEVATION: 37.80' TBM 'B' SET AXIS MAG AND WASHER ON THE EASTERLY TRAFFIC DIVIDER ISLAND f6.7' EAST OF SIGNAL CONTROLLER. ELEVATION: 22.78' TBM 'C' SET AXIS REBAR AND CAP AT THE TOP OF SLOPE, f3.0 EAST OF WOODEN GUARD RAIL AND f39.7' SOUTHEAST OF CB #10102. ELEVATION: 32.14' NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY COMPLETED ON JUNE 6, 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. 2' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. ' THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC T16 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. CONTACT PERSONNEL CONTACT COMPANY PHONE ANN FOWLER CITY OF RENTON (425) 430-7211 SHANE COUTY CITY OF RENTON (425) 766-6185 EDWIN HALIM RH2 ENGINEERING (425) 951-5332 ALEX FUSSELL RH2 ENGINEERING (425) 951-5348 KEVIN SCHALK RH2 ENGINEERING (425) 951-5308 WILLIAM ADAMS RENTON AIRPORT (253) 854-0248 00 0 0 z m 0 '3E WAsxt` 26978 ��ISTSV� �1 'ZONAL SIGNED: 0910412020 SIGNED: 0910412020 W J Iw-ft O �a C O O cc � z U OO W cc c� 0 O U Z 0 _j w Q (n offw _ Q � W W W/� U G_ li N N O O N N C_ C ti O � C) O � CL m = o w W z Lu W W cr cc Lu O L) 0 O C) w z O U z O U O O z O C) O z0 o a w ¢ V) U W W Q N N 0 Z C 0 C5 1 SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: cov 1 9 GENERAL NOTES 1. CALL 1-800-424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -CONSTRUCTED (AS BUILT) RECORDS, INCLUDING AS -BUILT SURVEYING. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2020 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. 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. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. 10. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 11. CLEAN UP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE OWNER BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 12. THE EXISTING LIFT STATIONS SHALL NOT BE TAKEN OUT OF SERVICE UNTIL THE LIFT STATION CONSTRUCTED UNDER THIS CONTRACT HAS BEEN INSTALLED, TESTED, AND APPROVED IN WRITING BY THE OWNER. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. SEWER FORCE MAIN CONSTRUCTION NOTES 1. FORCE MAIN TRENCH SECTION AND ALL EXCAVATED AREAS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND WITH SECTIONS 7-9.3(10) AND 7-9.3(11) OF THE STANDARD SPECIFICATIONS. COMPACTION TESTING SHALL BE REQUIRED DURING BACKFILLING OPERATIONS ON ALL 24" AND LARGER PIPE, ALL OPEN CUTS AND/OR CROSSINGS WITHIN PAVED OR TRAVELED AREAS AND AT THE DISCRETION OF THE OWNER. IF TRENCH BACKFILL DOES NOT MEET COMPACTION REQUIREMENTS, CONTRACTOR SHALL EXCAVATE, RE -COMPACT AND RETEST MATERIAL AT CONTRACTOR'S EXPENSE. 2. OWNER -APPROVED THRUST RESTRAINTS ARE REQUIRED FOR ALL UNRESTRAINED FITTINGS. THRUST BLOCKING IS THE PREFERRED METHOD UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE JOINT RESTRAINT SO THAT THE PIPE DOES NOT SEPARATE DUE TO THERMAL EXPANSION, UNRESOLVED THRUST FORCES, OR DESTABILIZATION OF STEEP SLOPES. 3. AT POINTS WHERE EXISTING THRUST BLOCKING EXISTS, MINIMUM CLEARANCE OF UNDISTURBED SOIL BETWEEN THE CONCRETE BLOCKING AND PROPOSED BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. 4. THE CONTRACTOR SHALL PERFORM PRESSURE TESTING IN ACCORDANCE WITH THE SPECIFICATIONS, UNLESS OTHERWISE APPROVED. THE OWNER HAS DISCRETION TO MODIFY THE TESTING REQUIREMENTS AS THEY DEEM APPROPRIATE. 5. ALL NON-METALLIC PIPE SHALL INCLUDE A TRACER WIRE TAPED EVERY 5 FEET TO THE PIPE AND DETECTABLE MARKER TAPE AT 18" ABOVE PIPE. TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO THE OWNER FOR APPROVAL. TRAFFIC CONTROL PLANS SHALL ADDRESS DETOURS FOR PEDESTRIANS AND BICYCLISTS AS NECESSARY. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WSDOT AND THE CITY OF RENTON STANDARDS. TESC GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES AND FACILITIES PER LATEST VERSION OF CITY OF RENTON SURFACE WATER DESIGN MANUAL AND THESE CONTRACT DOCUMENTS. 2. ANY DISCHARGE OF SEDIMENT -LADEN RUN-OFF OR OTHER POLLUTANTS TO WATERS OF THE STATE IS IN VIOLATION OF CHAPTER 90.48, WATER POLLUTION CONTROL AND WAC 173-201A, WATER QUALITY STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON, AND IS SUBJECT TO ENFORCEMENT ACTION. 3. DURING CONSTRUCTION, ALL RELEASES OF OILS, HYDRAULIC FLUIDS, FUELS, OTHER PETROLEUM PRODUCTS, PAINTS, SOLVENTS, AND OTHER DELETERIOUS MATERIALS MUST BE CONTAINED AND REMOVED IN A MANNER THAT WILL PREVENT THEIR DISCHARGE TO WATERS AND SOILS. THE CLEANUP OF SPILLS SHALL TAKE PRECEDENCE OVER OTHER WORK ON THE PROJECT. BARRELS, PETROPHILIC PADS, TARPS, AND OTHER EQUIPMENT NECESSARY FOR CAPTURING, CONTROLLING, AND DISPOSING OF HAZARDOUS FLUIDS SHALL BE AVAILABLE ON -SITE AT ALL TIMES. 4. PROPER EROSION AND SEDIMENT CONTROL PRACTICES MUST BE USED ON THE CONSTRUCTION SITE AND ADJACENT AREAS TO PREVENT UPLAND SEDIMENTS FROM ENTERING THE NATURAL DRAINAGE SYSTEM. ALL SURFACE AREAS DISTURBED AND ANY EMBANKMENTS OR EXCAVATIONS CREATED BY CONSTRUCTION ACTIVITIES MUST BE REVEGETATED OR PROVIDED AN EQUIVALENT TYPE OF PROTECTION AGAINST EROSION. 5. LINEAR CONSTRUCTION ACTIVITIES SUCH AS RIGHT-OF-WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL STABILIZATION REQUIREMENT. 6. IF STRAW MULCH FOR TEMPORARY EROSION CONTROL IS USED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF FOUR INCHES. 7. OWNER MAY DIRECT MAINTENANCE AND REPAIR OF TESC MEASURES AND/OR FACILITIES AS THE HIGHEST PRIORITY WORK AT ANY TIME THE TESC MEASURES AND/OR FACILITIES DO NOT MEET THE CURRENT CITY PLAN REQUIREMENTS. ALL TESC MEASURES AND/OR FACILITIES MAY NOT BE SHOWN ON THE PLANS, BUT SHALL BE PROVIDED BASED ON WEATHER CONDITIONS AND CONSTRUCTION PRACTICES AT THE DISCRETION OF THE OWNER. 8. ALL LOADS MUST BE SECURED PER RCW 46.61.655. 9. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE OWNER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR OWNER APPROVAL. POWER BROOMS SHALL NOT BE USED, NOR PERMITTED ON SITE. 10. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY THE CITY. 11. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 12. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 13. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) CALENDAR DAYS. 14. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A WEEK DURING THE DRY SEASON, TWICE A WEEK DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 15. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 16. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE. PIPE LENGTH MEASUREMENTS PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: PIPE LENGTH FLANGE x FLANGE (FLxFL) PIPE MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. PIPE LENGTH � FLANGE x PLAIN END (FLxPE) PIPE MEASURED FROM FACE OF FLANGE TO CENTER OF FITTING. PIPE LENGTH PLAIN END x PLAIN END (PExPE) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. j7i PIPE LENGTH RESTRAINED JOINT x RESTRAINED JOINT (RJxRJ) PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125#, 250# FLANGED OR COMPACT CLASS 350 MECHANICAL JOINTS. CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE INTO ACCOUNT ANY VARIATIONS IN FITTING DIMENSIONS. NORTHING AND EASTI N G CALLO UT POINTS TEES: X BENDS: FLANGES: REDUCERS: VALVES: ABANDONMENT NOTES THE OWNER SHALL BE SOLE DETERMINER OF APPROPRIATE ABANDONMENT PROCEDURES AND METHODS. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHETHER TO SALVAGE OR DISPOSE OF REMOVED FACILITIES. UNUSABLE EQUIPMENT SHALL BE DISPOSED OF BY THE CONTRACTOR. THE FOLLOWING METHODS ARE APPROVED ABANDONMENT PROCEDURES FOR TERMINATED FACILITIES. LIFT STATION UPON WRITTEN ACCEPTANCE OF PROPOSED LIFT STATION'S OPERATION, ABANDON THE EXISTING MANHOLE SIMILAR TO CITY OF RENTON STANDARD PLAN 400.5. REMOVE ALL PUMPS, PIPES, FITTINGS, TELEMETRY EQUIPMENT, AND ALL OTHER APPURTENANCES FROM INSIDE THE EXISTING PUMP STATION AND DISPOSE ACCORDING TO THE REGULATIONS. PIPES TO BE ABANDONED PER PLAN. ELECTRICAL PANELS REMOVE ALL EXISTING ELECTRICAL PANELS AND ENCLOSURES THAT ARE NO LONGER IN USE AND DISPOSE OF PROPERLY. DEACTIVATE POWER SOURCES AT THE CIRCUIT BREAKERS. SEWER PIPES 1. PLUG ENDS OF ABANDONED SEWER PIPES WITH GROUT PLUG, 12" LONG MIN. 2. AT EXISTING FORCE MAIN DISCHARGE IN MANHOLE 10384, REMOVE EXISTING 900 DUCTILE IRON BEND AND INSTALL DUCTILE IRON BLIND FLANGE. CONDUIT 1. CONDUIT SHALL BE CUT OFF BELOW GRADE AND PLUGGED WITH 12" OF GROUT, TYP. EACH END. EXISTING UTILITIES 1. ALL EXISTING UTILITIES INDICATED ON THE PLANS HAVE BEEN DEPICTED BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE AND DO NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN TO AVOID DAMAGE AND/OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 2. OVERHEAD UTILITIES: NOT ALL OVERHEAD UTILITIES MAY BE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE TO INDEPENDENTLY VERIFY ALL OVERHEAD UTILITIES. THE CONTRACTOR SHALL ACCOUNT FOR ACCOMMODATING ALL OVERHEAD UTILITIES IN HIS BID AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR FACILITATING OVERHEAD UTILITIES. 3. DEPTH OF EXISTING DRY UTILITIES IS UNKNOWN. 4. USE ETHOFOAM PAD PER STANDARD SPECIFICATION SECTION 9-05.52 BETWEEN WATER AND SEWER WHERE THERE ARE FEWER THAN 12" OF SEPARATION. A SAND CUSHION PER WSDOT 9-03.13 MAY BE USED AS APPROVED BY THE OWNER. 5. THE CONTRACTOR SHALL MAINTAIN SEWER AND DOMESTIC WATER SERVICE TO ALL EXISTING CUSTOMERS AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY. NOTIFY EACH AFFECTED CUSTOMER A MINIMUM OF 72 HOURS IN ADVANCE OF ANY SERVICE DISRUPTION. NO SHUTDOWNS SHALL BE ALLOWED ON MONDAYS, FRIDAYS OR THE DAYS BEFORE AND AFTER A HOLIDAY. ABBREVIATIONS CLNFC CHAIN LINK FENCE COR CITY OF RENTON MH MANHOLE RE RIM ELEVATION IE INVERT ELEVATION REVISED TO CONFORM TO CONSTRUCTI N RECORDS &&� RH2 ENGINEERING INC. 06/03/2022 DATE !02 0E WAS""' 26978 eGISTSol Y, �1 'ZONAL SIGNED: 0910412020 SIGNED: 0910412020 W J LLI Q Z 0 0 Fmft- F_ za Q 4j c cc O L&.a 0 0 cc LL Q Z � vo Z J Q z W W cc Z W 0 W s Q Lu 00 o m m m 0 z m o 0 0 w CD oz 0 o z c w c� cb O z o iz Q offw 0 W W W U G_ cc 0 z 0 0 0 0 0 N N C_ C6 R LJ (/) U > w w o Q 0 o 714 cV O CL C C) m o w W Lu o0 \I WIC SCALE: SHOWN Oil 1 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: G01 2 9 - - - MH# 10384 _ - RE: 42.93 _ - IE IN: 33.07 8" PVC W, FLOWS INTO 12" PVC DROP BOWL _ IE IN: 25.55 12" PVC DROP BOWL SW - _ TOP IN: 26.83 UNABLE TO OBTAIN METAL SE - - _ IE OUT: UNABLE TO OBTAIN NE _ EXISTING LIFT STATION IE CTR. 12" CHNNL. 25.43 APPROVED _ MH# 10383 STAGING RE: 35.50 AREA IE IN: 10.80 E IE IN: UNABLE TO OBTAINS "RIGHT LANE ENDS" IE OUT: 17.37 4" METAL NW "STOP" G IE CTR. CHNNL. 9.38 W/ POWER NW EN r + TBM 'A' SET AXIS MAG n TNIE' R �� AND WASHER 4/6/19- i�il" N: 184645.49 1'd STEELB•- E: 1297697.84 PLATE IN Z: 37.80 I - / CONCRETE ss\ - - I 118100-0 010-220 CONDOMINIUM 41 I 11600 RAINIER A VE S I-- - / - 118000-1790 - I SET AXIS MAG _ I I / / ��,- BRYNMAWR PLAZA LLC AND WASHER 4/6/19 N: 184474.25 11620 RAINIER AVE S ��_-�"� �1 I � / / -ss E: 1297693.39 - / \ I CB# 10902 Z: 39.09 - \ 1 / / / / / / j , RE: 31.78 - RL�TON � 4"�/OU-�-� / , � � IE IN: 29.48 4" FLEX N \ MUNICf�AL I I II i I o / / / / / / IE IN: 29.26 4" PVC SW •y�' • AIRPOR I I I b D�I,SB EXISTING his IE IN: 28.73 12" CONC W GCB# 10397 W/ MH LID • • \ I I 1 / / / N OR POWER POLE s \ IE OUT: 28.73 12" CONC E RE: 31.08 ASPHALT • '� • \ I I I / I IL EXISTING STATIOW / IE CTR. CHNNL 15.23 SIDEWALK • • \ \ / - -IABND SS - - II / / / 6LITION IS APPROVED VAULT ACCESS, NO PIPES VISIBLE \ W, N & S PIPES PER C.O.R. GIS WATER LINE ' „ IN WRITING. \ PER C.O.R. GIS .� WARNING JET BLAST \ \ // I / / / o/ /I MH# 10903 & PROPELLER WASH - / RE: 33.93 CONCRETE PANEL FADED "ATT" r • •�' • • ON PERIMETER ROADS" ST�CICT�IRE PER C.0 R. // / I I ��\ _ WATER LINE s » 1 IE IN: 25.66 8 PVC W SIDEWALK GIS N DER G� NO PAR�1G" PER C.O.R. GIS PAINT N & S ON 1.5' CONC BASE \ _ _ IE IN: 25.05 8" DI SW IE OUT: 24.99 8" DI NE `n Fo 5' RxR TIE- 0 \ 16"DT \ .-ST • • ST . WOODEN FENCE /"STOP' - - - --- ---- - P STST W PERIMETER G- R RD ---- . ST BREAKER "BIKE ROUTE» ST , ST • w w ' ' sr w WOODEN W PERIMETER RD BOX OFENOCE ARROW W & S - =• sT w-' ' W ' UTILITY LOCATOR _ - - - . w • w . . w . . w . . w . sr ST • - - - UNABLE TO TRACE . GUARD RAIL - - - . . . . . . w I WATER LINE ' w ' . w . • w ' � GUARD • ST • • sr , ..w. .w. .W. .W. .W. "STOP" RAIL •ST. .w.. STOP T. PER C.O.R. GIS ' w ' T . DT 6„ 6» 6„ 10 ,12 DT 2 14" - -_ -_ - s_ - - - 2',16 6"DT _ - T - T - WOODEN-T"STOP" 6L,-6-0T- - - - -6"BT - 31- �-BT - T- - - 12"�T - _ - T GUARD RAIL ��� -� - - _� q� 3 _ - _ - - - - - _ _ - _ 14' DT 8„ STORM STRUCTURE PER 4BT- \ C.O.R. GIS E, N & S PER GIS S-BT 12" _ 2�G- _. "NO PARKING FIRE LANE" G - CONC ST � �- - G - P P-- CULV 12" CONC I ❑> • -�=o F01 Fc IE 21.96'Fo Fo Fo Fo F , Fo w . . w . Fo , W ' ,Fo . I WADER LINE I - - PRIVATE • , W , W . • • • w • •� ' ' w ' L "NO PARKING C.O.R. GIS ACCESS 1 EULV If." CONF , JA, , . W . .I • • w • • • W ' ' w ' ' '� w �� i 08'- - I FIRE LANE'_ „Pvc sT TBM 'C' SET AXIS REBAR CB# 10816 GATETOW • w C" RE: 21.68 . •/•WATER LINE II 2.4x2.4 FADED "ATT" - - - - - - - - B" Pvc sT AND CAP 4/6/19 WATER LINE PER C.O.R. GIS I - - p ^� &-� �- TER LINE - - B" PVC ST N: 1844795.38 PER C.O.R. GIS PER C.O.R. GIS E• 1297773 m G - - - - - - w • • w • ' • Q TELECOM ' s Pvc sl G Z: 32.14 I w0F BUILDING VAULT s 6CD to SS x ,-,-=-1 Iw _ S x-, x-• -' x 7.0'CLFNC W/ BARB -WIRE TBM 'B' SET AXIS MAG M �� 6' � X X CB# 10852 I AND WASHER 4/6/19 � ,' - I �` I �, I � � � MH# 10833 RE: 22.17 � _ _ _ � N:184456.45R/6/19 �I SS s __ RE: 23.54 IE IN: 19.52 6 DI W �• I I I x6„ Pv SET AXIS MAG IE IN: 13.64 W L PRIVATE ACCESS GATE E: 1297844.74 I ss AND WASHER POSSIBLY ABANDONEC Z: 22.78 I " 4/6/19 I IE OUT: 13.49 S IE IN: 18.72 6" PVC SJL TO ENSURE DRIVERS, PEDESTRIANS, AND I I I a I 6, P c Sj N: 184604.65 IE IN: 18.67 8" PVC N EMERGENCY RESPONSE VEHICLES HAVE I ss -4 I I E: 1297814.06 z IE OUT: 18.52 8 PVC E CLEAR ACCESS TO NORTH AND EAST I I s� Z: 23.80 m GATES AND BUILDINGS, PROVIDE MINIMUM d> c ---- - -x1�-- - - 15' DRIVE AISLE AT ALL TIMES. ABND ss ABND ss - ABANDONED MH# 10907 RE: 23.41 072305-9007 MH# 15046 I I ss SS 10492 - ABND - - - I ss - II \ CITY OFRENTON RE: 22.33 ss - - ABND s 21.89 l D - - - - - -I �I 616 WPERIMETER ROAD IE IN: 15.58 6" METAL W - - ABND ss - - N PER C.O.R. GIS - - I (- - - - - COVERED I I, IE IN: 15.58 6" METAL E I II WOOD DECK WOOD DECK II DURING CONSTRUCTION OF THE IE OUT: 15.46 6 METAL N I _- J ` W/ BENCH I I I I i I \ ::EI RAIL I � � I MAY BOSED LOCK OFF PITY MAIN, ARKING SPACES CB# 10729 I RE: 22.31 I I I I I I I WHERE DESIGNATED AND AS UNABLE TO OBTAIN IE I I 1--� COVERED NECESSARY TO CONSTRUCT PROPOSED FILLED WITH DEBRIS I N & E PER C.O.R. GIS • ST • ST ' WALKWAY IMPROVEMENTS AFTER RECEIVING CB# 10731 * WRITTEN APPROVAL BY THE OWNER. � _ RE: 21.56 I x _ _ - • -' 072305-9007 IE OUT: 19.23 6" DI W I -- �x-z-"-"� CITYOFRENTON POSSIBLY CAPPED 7.0'CLFNC W/ BARB -WIRE NO PAINT IN AREA, 616 WPERIMETER ROAD C.O.R. GIS SHOWS TEE TO LINE N-S I BASED ON C.O.R. GIS Ln co I EXISTING SITE PLAN `./ REVISED TO CONFORM TO CONSTRUCTI N RECORDS RH2 ENGINEERING INC. 06/03/2022 DATE R�2 00 Qo 0 Vw coyia $�,G13TEg¢,O S'WO AL V SIGNED. 0910412020 SIGNED: 0910412020 Z J a W F_ Z cn R W O 0 0 C-) w � � z o o cl) o U cf) co O z o Lu Q c W w W o W li o z 0 C) N N O O cli oS o a Lu Q LL � o Q N n C) N O a 04 C m = co O 0 W w z w C, U s o z W SCALE: SHOWN OII ill 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C01 3 s EXISTING 8" DI 900 BEND FORCEMAINr DISCHARGE ASSEMBLY TO BE REMOVED. _ --_— INSTALL 4" DI BLIND FLANGE. /�/7117 EXISTING FORCEMAIN TO BE ABANDONED. PROVIDE / /�j/ice GROUT PLUG EACH END PER -� 61,, DRAWING NO. G01 J o, 118100-0 010-220 CONDOMINIUM 118000-1790 11600 RAINIER A VE S `' REMOVE AND REPLACE APPROX. 40 LF EXTRUDED _ 6-7 BRYNMAWR PLAZA LLC . EXISTING LIFT STATION T BE I 'I I \ / / = 11620 RAINIER AVE S I CURB TO PROVIDE SPACE FOR POWER VAULT AND S G S 0 S / I ,zz' / —iss RESTORE AFTER ELECTRICAL AND WATER WORK. ABANDONED PER NOTES ON I CURB HEIGHT TO MATCH EXISTING DRAWING N0. G01 AND RENTON I" _ STANDARD PLAN 400.5. - I CONNECT TO EXISTING MANHOLE REPLACE FULL CONCRETE ! I / / / �\ I CORE EXISTING MANHOLE AND SIDEWALK PANEL. I �I / / o, ; I INSTALL PIPE BLOCKING PER 204 I OLDCASTLE ONELIFT PACKAGED LIFT SSA APPROX. 104 LF OF 3.5° C04 STATION, SEE SPECIFICATIONS FOR i1 HDPE SDR 21 FORCEMAIN - —IABND SS - t_. ` ` ADDITIONAL INFORMATION. j PROVIDE PAVEMENT, SIDEWALK, AND CURB RESTORATION PER o, DETAILS ON DWG NO. C05. REPLACE CONCRETE TO THE NEAREST — s EXPANSION JOINT, TYP. EACH SIDE. N 184830.69 E 1297767.46 PROVIDE: 22.5° 3.5" HDPE SDR 21 VERTICAL BEND W PERIMETER RD ' G . EXISTING SEWER PIPE TO ' ' • ST #. �ST-- - _ '-"- RESTORE ALL DISTURBED • BE ABANDONED. PROVIDE r _ ' sr ' _• S . - ��� ' w—• • w • _ w w UNPAVED AREAS WITH GROUT PLUG EACH END PER, , w . • ��I • w—' • �•• -ST ST ' • ST • .. , sr — SOD OR HYDROSEED DRAWING NO. G01 • s' ' ' • ST • .. , • N 184823.35E 1297792.82 sT • PROVIDE: (1) - 22.5° 3.5" HDPE SDR 21 VERTICAL BEND T REMOVE AND REPLACE FULL DEPTH OF EXISTING PAVEMENT BETWEEN PROPOSED CURB AND PROPOSED FORCEMAIN TRENCH/LIFT STATION. G 2 c c lit Fol F SEE DETAIL THIS SHEET FOR LIFT STATION DISCHARGE CONNECTION • • w • • ' ' ' w • N 184818.99 E 1297807.86 A SEE ELECTRICAL PLANS I I PROVIDE: t FOR ADDITIONAL _ _ _ - 8 (1) - 71 3.5 HDPE SDR 21 BEND INFORMATION - - - - TEMPORARILY REMOVE STORM PIPE TO FACILITATE LIFT BA / / ss STATION CONSTRUCTION. PROVIDE TEMPORARY PUMPING LI PROTECT EXISTING CATCH BASIN I AS NECESSARY TO BYPASS STORM WATER AROUND THE ss APPROX. 23 LF OF 12" PVC I EXCAVATION. REPLACE STORM PIPE ONCE BACKFILLED .—• 6 jx —'- i PIPE AT 0.5% SLOPE I AND REMOVE TEMPORARY BYPASS. APPROX. 111 LF OF 12" PVC PIPE AT 0.5% SLOPE MH #1 ,�x- I N 184764.19E 1297826.70 CONNECT TO EXISTING MANHOLE PROVIDE: (1) - 48" TYPE 1 MANHOLE z CORE EXISTING MANHOLE AND IE S - 12.91 m CHANNELING. RECHANNEL MANHOLE ( ) TO NEW DISCHARGE. PLUG EXISTING IE (NW) = 12.89' WESTERN LINE PER DWG NO. G01 AFTER WRITTEN APPROVAL TO PROPOSED SITE PLAN ASSUMED 3' OF COVER, TYP. FOR WATER ABANDON EXISTING LIFT STATION. 1"=20' MAINS. POTHOLE TO VERIFY. PROVIDE MINIMUM 12" CLEARANCE BETWEEN WATER MAIN AND FORCE MAIN. ASSUMED 2' OF COVER, TYP. FOR DRY r UTILITIES. PROVIDE MINIMUM 6" CLEARANCE / BETWEEN UTILITY AND FORCE MAIN. 40' - 40' POTHOLE CROSSING MIN. 4' = UTILITIES PRIOR TO COVER, M PROPOSED ORDERING WET WELL TYP. FORCEMAIN 30' 30' 2 EXISTING GRADE -< N $ 23.00' IE (E) = 27.08' _� � � O 20' w U 20' CD Z 15.33' _ - c� -�� w c' of (D o Q N m Qcn � HDPE 22.5° BEND X X � X Of (WLDxWLD), TYP. OF 2 IE OUT N = 13.49' () IE E =12.82' wU wUwU 10' IE OUT (N)=17.75' APPROX. 10' w •i,<; 8 1 7'L LOCATION � �o Oc� •.. wC-D c� OF BOX cnz�z Oz �� O�:a �N �o �ZCnZ a-�CD� acnocn CULVERT c�o�o 0 ��,)^ O O >< W U X w w X U w W U w ULJ U 0' 0' -10 LF 0 F 100 LF 20 LF 30C LF NATIVE SUBGRADE MUST BE INSPECTED BY A LICENSED ENGINEERING GEOLOGIST OR PROFESSIONAL ENGINEER AT THE LOWEST EXCAVATED PROPOSED SEWER PROFILE SUBGRADE ELEVATION. FOLLOWING APPROVAL, 6" CRUSHED ROCK H: 1" = 20', V: 1" = 10' SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION IN THE PRESENCE OF THE GEOLOGIST OR ENGINEER. INSTALL 2 - 3/4" COR-TEN STEEL TIE RODS PER CITY OF RENTON STANDARD DETAIL ON THE EXISTING HYDRANT LATERAL. CONTRACTOR MAY USE A TURNBUCKLE TO FACILITATE INSTALLATION. ROUTE VENT PIPING AND ELECTRICAL CONDUIT TO UNIMPROVED AREA AND INSTALL CONTROL PANEL AND VENT PIPE GOOSENECK. COORDINATE WITH OWNER 205 REGARDING FINAL LOCATIONS C04 9 m FO F� w . . Now— PROVIDEadd . f6Dl 2" SCH. 80 PVC PIPE TO ROUTE FROM VENT PENETRATION TO VENT GOOSENECK. PROVIDE COUPLINGS AS NECESSARY. APPROX. LENGTH = 13' N 184776.65 E 1297806.41 r APPROX. EXTENTS OF NTICIPATED LIFT STATION EXCAVATION. SEWER PIPE ACKFILL PER PIPE TRENCH DETAIL. ALL STRUCTURE CKFILL BEYOND PIPE PAY MITS SHALL BE CDF UP TO 1' BELOW FINISH GRADE. 'VC ST w m m r �IIIIIMI N 184786.35 E 1297805.95 -I EXISTING BOLLARDS TO BE REMOVED IN ORDER TO FACILITATE HYDRANT PIPING WORK. REPLACE BOLLARDS PER DETAIL ON DWG NO. C05. w .w• �✓o ,w... . FO 4" DI LONG BODY SLEEVE (RJxRJ) 4" GATE VALVE FLxRJ) HDPE FLANGE ADAPTER (FLxWELD) G 4" DI PIPE (PExPE), 2'- 0" LENGTH PVC ST / g" PVC ST ---- 8" PVC ST 8,, PVCST NOTE: WET WELL INTERNAL MECHANICAL CONFIGURATION TO BE DESIGNED BY THE SUPPLIER. SHOWN CONFIGURATION IS CONCEPTUAL. PROPOSED LIFT STATION SITE PLAN 1"=3' PUMP INFORMATION PUMP 1: DESIGN FLOW OF 150 GPM. PUMP 2: DESIGN FLOW OF 150 GPM. OPERATIONAL AND FLOAT ELEVATIONS TO BE FIELD ADJUSTED PER ENGINEER AT STARTUP. PRELIMINARY ELEVATIONS ARE: HIGH LEVEL PUMP START FLOAT: 12.82' PUMP TWO ON: 12.44' PUMP ON: 11.94' PUMP OFF: 10.94' LOW LEVEL PUMP STOP FLOAT: 10.44' EMERGENCY PUMP STOP FLOAT: V ABOVE FLOOR REVISED TO CONFORM TO CONSTRUCTI N RECORDS RH2 ENGINEERING INC. 06/03/2022 DATE !02 00 0 z m 0 p1 UE WASFjI` 26978 SECISTSV� 1 SSIONAL� SIGNED: 0910412020 SIGNED: 0910412020 U) J Lu Z Q 0 �a C 0 0cc Waft � z UOO W cc c� 0 N O U z 0 w Q (n Q W W L/�u U G- li Lu J LL 0 a 0 z a z a J a W F- 0 W 0 a 0 1= s Q Lu O 0 0 U w z 0 U z 0 U O 0 z 0 U N No N No o0 o CV N C- '7 R V) U W w o Q 0 o cV o O a C m = co o o w W z W Z Z W SCALE: SHOWN Oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: CO2 4 9 ECCENTRIC CON MATCH ORIEf SHOWN IN DETP PLAI INVERT ELEVATIO IN) SHOWN II REFERENC LOCATION UNLESS OTH MANHOLE DROP SHALL MATCH INVERT ELEVATION DIFFERENCE SURFACE FINISH PER PLAN RESTORE TO EXISTING OR BETTER CONDITION VARIES, 3' MINIMUM PROPOSED PIPE 12" MIN. PIPE HMA SURFACING PER DETAILS THIS SHEET BACKFILL PER SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. LOCATOR TAPE ABOVE HDPE OR PVC PIPE TRACER WIRE ON HDPE OR PVC PIPE PIPE TRENCH DETAIL 201 NOT TO SCALE C04 TRENCH PIPE ZONE BEDDING AND BACKFILL WHEN UNSUITABLE MATERIAL IS ENCOUNTERED AND AS DIRECTED BY - THE ENGINEER, EXCAVATE UNSUITABLE MATERIAL AND PROVIDE FOUNDATION MATERIAL PER SPECIFICATIONS GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SPECIFICATIONS PIPE ZONE BEDDING 202 NOT TO SCALE C04 MANHOLE STATION AND OFFSET REFERENCES CENTER OF STRUCTURE PIPE LENGTH ALSO REFERENCES CENTER TO CENTER KEHtKENUEb I HIS HUKILUN I AL LENV I H ` GRAVITY SEWER STATIONING AND GRADE DETAIL 203 NOT TO SCALE C04 STR UCT URE INTERIOR CONTINUOUS SWELLSTOP BETWEEN PIPE AND PIPE BLOCK CONTINUOUS SWELLSTOP BETWEEN WET WELL WALL AND PIPE BLOCK STR UCT URE EXTERIOR a �HDPE WALL RING. SEE NOTE 4. � #5 @ 18" O.C. EACH WAY \/ / FINISHED 1 GRADE a eye PIPE O.D. + 6" L__T_ ° . p .11 a WET WELL / 4s VAULT WALL 2" CLR, TYP. PIPE PER PLAN 24" (SQ) _ I �J 11- #5 HOOP WITH 1'-6" LAP, DIA OF OPENING +8", EF 12" #5 CONCRETE ANCHORS EA. CORNER. EMBED 3" INTO MANHOLE. HOOK INTO BLOCK. NOTES: 1. DETAIL SHALL BE USED AT ALL STRUCTURE PENETRATIONS WHERE HDPE PIPE IS USED. 2. CONCRETE BLOCK SHALL BE PER SECTION 7-09.3(21) OF THE WSDOT STANDARD SPECIFICATIONS. 3. MAINTAIN 18" MINIMUM COVER OVER THE TOP OF BLOCK. 4. HDPE WALL RING MUST BE SIZED TO RESIST PULL-OUT FORCE OF HDPE PIPE DUE TO THERMAL EXPANSION AND PIPELINE CHARGING PER MANUFACTURER'S RECOMMENDATION. PIPE BLOCKING 204 NOT TO SCALE C04 ROADWAY RESTORATION NOTES GENERAL NOTES: ALL AREAS OUTSIDE OF THE TRAVELED WAY SHALL BE HYDROSEEDED PER THE SPECIFICATIONS. BEFORE CONSTRUCTION OF HMA ON AN EXISTING PAVED SURFACE, THE ENTIRE SURFACE OF THE PAVEMENT SHALL BE THOROUGHLY CLEANED OF DUST, SOIL, PAVEMENT GRINDINGS, AND OTHER FOREIGN MATTER. A TACK COAT OF ASPHALT SHALL BE UNIFORMLY APPLIED TO COVER THE EXISTING PAVEMENT WITH A THIN FILM OF RESIDUAL ASPHALT FREE OF STREAK AND BARE SPOTS. A HEAVY APPLICATION OF TACK COAT SHALL BE APPLIED TO ALL JOINTS INCLUDING THE VERTICAL FACE OF THE JOINT, TO BIND AND SEAL THE JOINT. DIMENSION NOTES: DIMENSION "A": WHEEL CUT NEAT LINE 12" BEYOND TRENCH LIMITS PRIOR TO FINAL PAVING TO REMOVE DAMAGED AND UNDERMINED EDGES. PHASING NOTES: PRIOR TO TRENCH PATCHING, TRENCHES SHALL BE RESTORED TO FINISHED GRADE WITH CRUSHED SURFACING TOP COURSE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AND A 1" LIFT OF TEMPORARY COMMERCIAL ASPHALT TO ALLOW RE -OPENING OF CROSSINGS TO LOCAL TRAFFIC. THE PATCH SHALL BE MAINTAINED BY THE CONTRACTOR. WHEEL CUT BOTH SIDES TO NEAT EDGE PRIOR TO FINAL PATCHING DEPTH OF EXISTING ASPHALT UNKNOWN j////�///\\//\/ \/ \/ / INITIAL WHEEL CUT FOR TRENCHING, BOTH SIDES 201 SEE DETAIL FOR TRENCH SECTION C04 WET WELL '.'x2'x0.5'THICK 'ONCRETE PAD W/ WIRE AESH REINFORCEMENT ROUTE TO WETWELL WET WELL PASSIVE VENT DETAILS 205 NOT TO SCALE C04 ROUNDED 6" GALVANIZED STD STEEL PIPE. FILL WITH CONCRETE. PAINT SAFETY YELLOW. CAST -IN -PLACE CONCRETE BOLLARD FOUNDATION COMMERCIAL HMA TRENCH PATCH, DEPTH SHALL BE EXISTING THICKNESS + 1" OR 6", WHICHEVER IS GREATER A ASPHALT TACK COATING AT ALL PAVING JOINTS \�' PROPOSED SEWER PIPE, �\ STRUCTURE, OR APPURTENANCE ROADWAY PATCH RESTORATION NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTI N RECORDS k* RH2 ENGINEERING INC. 06/03/2022 DATE BOLLARD DETAIL C04 NOT TO SCALE !02 co 0 0 z m 0 3E WAS 26978 ��ISTSV� �1 ZONAL SIGNED: 0910412020 SIGNED: 0910412020 J Z Q O— ct Za 4� CC CC O O cc � z U O z W cc c� 0 cn J U s uj Q Lu m 0 0 u w z 0 U z 0 U 0 O L� Z 0 c) 0 Z(D o a V) U 5; co W Lu N N O � u O 0 SCALE: SHOWN oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: C04 5 9 ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, XXX/YY - CB SIZE & NO. OF POLES MOTOR CONTROL CENTER, OR ET - ELECTRONIC TRIP PANELBOARD TM - THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SE - SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD GFI - GROUND FAULT INTERRUPTER FUSE FUSED DISCONNECT SWITCH PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOARD RTM RUN TIME METER NXX FIELD CONTROL STATION WITH NEMA OC MOTOR OPERATION COUNTER ❑e REQUIREMENTS. N1 - NEMA 1 SSRVS N3R - NEMA 3R N4 - NEMA 4 SSRVS -SOLID STATE N4SS - NEMA 4 STAINLESS STEEL REDUCED VOLTAGE STARTER N4F -NEMA 4 FIBERGLASS N6 - NEMA 6 N12 - NEMA 12 GASKETED � VARIABLE FREQUENCY DRIVE EQUIPMENT MOUNTING STAND ti MOTOR STARTER T HEATER, WATTAGE NOTED F B MOTOR STARTER W/ OPERATOR D DEVICES ® EQUIPMENT CONNECTION A - HAND -OFF -AUTO B - OPERATIONAL COUNTER C - RUN TIME METER D - RUN LIGHT E - FAIL LIGHT F - EMERGENCY STOP KO KIRK KEY INTERLOCK POWER TRANSFORMER CONTROL POWER TRANSFORMER TRANSFORMER b CURRENT TRANSFORMER VOLTAGE TRANSFORMER CONTACTOR CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION RECEPTACLE S SOLID NEUTRAL N TB TERMINAL BLOCK SURGE PROTECTION DEVICE SPD SURGE PROTECTION DEVICE o o (ALTERNATIVE) GROUNDING SYSTEM SYMBOLS GROUND METAL PIPE GROUND CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. GROUND ROD SIZED PER N.E.C. USE O EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. ELECTRICAL SITE PLAN SYMBOLS UTILITY POLE AND GUY WIRE HH MANHOLE OR HANDHOLE HH �P BURIED POWER VAULT OR MANHOLE �T TELEPHONE VAULT OR PEDESTAL �F FIBER OPTICS VAULT OR PEDESTAL 0­0 LUMINAIRE IPAD -MOUNT TRANSFORMER M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED HP THREE PHASE MOTOR. HORSEPOWER AS NOTED HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED Cr ELECTRICAL PLUG Eh DISCONNECT SWITCH u l FUSED DISCONNECT SWITCH COMBINATION MOTOR STARTER AND DISCONNECT SWITCH LIGHTING FIXTURES/DEVICES F___o FLUORESCENT FIXTURE H:: WALL/CEILING MOUNTED FIXTURE ® EMERGENCY LIGHT WITH SELF CONTAINED BATTERY O SURFACE OR PENDANT MOUNTED FIXTURE ORECESSED FIXTURE MD MOTION DETECTOR P C PHOTO CONTROL CELL FIRE SYSTEM SYMBOLS < HEAT DETECTOR SO SMOKE DETECTOR ❑D FIRE ALARM DISPATCH STROBE ALARM ❑A FIRE ALARM AUDIBLE/VISUAL ALARM �F FIRE ALARM MANUAL PULL STATION ADDITIONAL SYMBOLS O SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL DOORBELL RECEPTACLES AND JUNCTION BOX SYMBOLS O CEILING JUNCTION BOX --�j WALL JUNCTION BOX ❑J FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V S ®3WAY 3 S HOA H 0 A SINGLE -POLE DEE S DOUBLE -POLE 2 S THREE WAY 3 S FOUR WAY 4 S DIMMER D S OCCUPANCY OS SENSOR WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GFI = GROUND FAULT INTERRUPTER DOUBLE DUPLEX SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED CLOCK TELEVISION TELEPHONE TELEPHONE/DATA WITH CABLE TELEPHONE/DATA WITHOUT CABLE SWITCH OUTLETS STANDARD SWITCH, 120VAC, 20 AMP 3-WAY SWITCH, 120VAC, 20 AMP 3-POSITION SWITCH, 120VAC, 20 AMP, LABEL SWITCH POSITION HAND -OFF -MOTION OR PHOTO S PILOT -LIGHTED P S KEY -OPERATED K S LOW VOLTAGE LV S MASTER M ❑ PUSHBUTTON VALVE SYMBOLS PILOT VALVE SOLENOID VALVE V I CHECK VALVE Oil CONTROL VALVE ABBREVIATIONS SPDT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER-PROOF GFI - GROUND FAULT INTERRUPT P - POWER C - CONTROL J - INSTRUMENTATION PC - POWER & CONTROL CJ - CONTROL & INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT AL. - ALUMINUM CU. - COPPER HOA HAND -OFF -AUTO SWITCH RUN TIME METER OPERATION COUNTER MOTOR RUN INDICATION LIGHT SEAL FAIL INDICATION LIGHT SEAL FAIL TRIP RESET OVER TEMPERATURE INDICATION LIGHT MOTOR OVERLOAD INDICATION LIGHT RTM OC MRIL SFIL SFTR OTIL MOIL INDICATE TYPE BY LETTER V AH INSTRUMENT METER A - AMMETER AH - AMPERE -HOUR PF - POWER FACTOR V - VOLTMETER VA - VOLT AMMETER RACEWAY LEGEND 517-,ff 5AN �E(YND P PROPOSED POWER TEL PROPOSED TELEPHONE VAR - VARMETER VARH - VARHOUR METER W - WATTMETER WH - WATTHOUR METER TELM PROPOSED INSTRUMENTATION Fo PROPOSED FIBER OPTICS PUDDING 0P f:7AC ITY 5AN LEGEND 480 VOLT EXPOSED RACEWAY 480 VOLT WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY 120/208/240 VOLT EXPOSED RACEWAY 120/208/240V WIRING CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY CONTROL OR INSTRUMENTATION EXPOSED RACEWAY CONTROL OR INSTRUMENTATION, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY HOME RUN TO PANELBOARD OR AS INDICATED ( CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS CALLOUT INDICATING CONDUIT SIZE, NUMBER Y" GRC, 2-#12 AND SIZE OF WIRE. CALLOUT INDICATING CONDUIT PER SCHEDULE XX CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY ] CAPPED CONDUIT LADDER LOGIC SYMBOL LEGEND INDICATOR LIGHT INDICATOR LIGHT RELAY A - AMBER G - GREEN XYZ B - BLUE R - RED 123 C - CLEAR W - WHITE RELAY TR - TIMED RELAY CR - CONTROL RELAY LIMIT SWITCH FLOAT SWITCH Q LIMIT SWITCH, NORMALLY OPEN O FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH FLOAT SWITCH LIMIT SWITCH, NORMALLY CLOSED FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT PUSHBUTTON O TIME DELAY CONTACT, NORMALLY OPEN, PUSHBUTTON, NORMALLY CLOSED TIME TO CLOSE TIME DELAY CONTACT PUSHBUTTON PUSHBUTTON, NORMALLY OPEN TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN O O TIME DELAY CONTACT THERMOSTAT O TIME DELAY CONTACT, NORMALLY OPEN, TIME TO OPEN O THERMO SWITCH, NORMALLY OPEN TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE THERMO SWITCH, NORMALLY CLOSED RELAY CONTACT, NC FLOWSWITCH RELAY CONTACT, INSTANTANEOUS CHANGE O FLOWSWITCH, NORMALLY OPEN RELAY CONTACT, NO PRESSURE SWITCH FLOWSWITCH O PRESSURE SWITCH, NORMALLY OPEN FLOWSWITCH, NORMALLY CLOSED PRESSURE SWITCH PRESSURE SWITCH, NORMALLY CLOSED LADDER LOGIC LINETYPES COMPONENT INSTALLED INSIDE ENCLOSURE COMPONENT INSTALLED ON FRONT OF ENCLOSURE FIELD CONNECTED COMPONENT GENERAL NOTES 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN REVIEWED BY THE ENGINEER. 2 POLE SWITCH 3 POLE SWITCH REVISED TO CONFORM TO CONSTRUCTI N RECORDS RH2 ENGINEERING INC. 06/03/2022 DATE RH2 -&F WASk :0ai0 +'ISTERF'91 ONAL SIGNED: 0910412020 SIGNED: 0910412020 0) J ui O ~ Z Z a Lu � � 0 � CC W U. � J 0 °C � a Q V 0OO Z � Z U W W cc J W o + o r Z J Q4(t = Q 00 m o m a2 m 0 z m 0 0 0 U W CD z o o F- cf) o w Z 6 Cn � O z oU w Q (n � w � C)z ~ z W W W :2 U i f1r C) li o z 0 (Vcq N �N 0 0 N ri ch pLLI a N C) w o w � � 04 CV o O a oN co Of CD Y U W Lu 0 Lu <1 o0 s W SCALE: SHOWN QIll 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E01 6 9 SERVICE ENTRANCE DISCONNECT SWITCH IN "DP" GROUNDBUS #6 MIN. BOND TO ELECTRICAL EQUIPMENT PEDESTAL STRUCTURALSTEEL GROUNDING NO SCALE ELECTRICAL NOTES 1. PROPOSED UTILITY METERING. METER BASE AND ENCLOSURE BY CONTRACTOR TO MEET UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 2. SEE GROUNDING DETAIL, THIS SHEET. 3. GROUND ROD PER N.E.C. (TYPICAL). SEE DWG NO. E04 FOR DETAIL. PROPOSED METER DISCONNECT PROPOSED PAD- MOUNT PROPOSED TRANSFORMER PRIMARY SERVICE I[&-- 480/277 VOLT EXISTING UTILITY VAULT POWER DISTRIBUTION PANEL, "DP" 480/277V, 30, 4W, 42 KAIC, 100A MAIN I 100/3 TM, SE I 20/3 ThA ONE -LINE DIAGRAM NO SCALE MANUFACTURER'S PUMP CONTROL PANEL I I MCP , MCP I I I I N I o I z ZD PROPOSED SEAL -OFF AS REQUIRED, TYP. POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1� UTILITY TRANSFORMER METER DISCONNECT 1 1/4" (3) - #3, (1) - #3 N �:P 2 METER DISCONNECT UTILITY METER 1 1/4" (3) - #3, (1) - #3 N P3 UTILITY METER POWER DISTRIBUTION PANEL, "DP" 1 1/4" (3) - #3, (1) - #3 N P4 POWER DISTRIBUTION PANEL, "DP" PUMP CONTROL PANEL 3/4" (3) - #12, (1) - #12 GRID P5 PUMP CONTROL PANEL LIFT STATION PUMP NO. 1 2" MANUFACTURER'S PUMP CABLES C6 PUMP CONTROL PANEL LIFT STATION PUMP NO. 2 2" MANUFACTURER'S PUMP CABLES CONTROL CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES C1 PUMP CONTROL PANEL LIFT STATION 4" MANUFACTURER'S FLOAT CABLES C2 PUMP CONTROL PANEL LIFT STATION 2" NYLON PULL -CORD SPARE CONDUIT FOR FUTURE USE ELECTRICAL EQUIPMENT SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. METER DISCONNECT SWITCH - NEMA 4X STAINLESS STEEL OENCLOSURE, HEAVY DUTY SWITCH, 100 AMP, 600 VOLT, 3� 42 SEE SPECIFICATIONS SEE SPECIFICATIONS KAIC WITHSTAND, FUSED DISCONNECT SWITCH. FLEX HANDLE OPERATOR MOUNTED ON SIDE OF ENCLOSURE. DISTRIBUTION PANELBOARD - 480/277V, 30, 4W, NEMA TYPE 4X STAINLESS STEEL, 100A MAIN CIRCUIT BREAKER, SERVICE © ENTRANCE RATED, COPPER BUSSING. PANELBOARD SHALL SIEMENS TYPE P1 OR EQUAL INCLUDE FACTORY INSTALLED, BUS MOUNTED, SURGE PROTECTION DEVICE. MINIMUM 200kA SCCR PER PHASE. REVISED TO CONFORM TO CONSTRUCTI N RECORDS &&� RH2 ENGINEERING INC. 06/03/2022 DATE 00 C-0 0 z m 0 0 0 EWAS I 4 . 41 29V�cl%e 'ZONAL SIGNED: 0910412020 WAS\ &0\ �V�o' S SIGNED: 0910412020 N 0 w 6 cb w Q off w Q W W J J U � N N (V CV O O CV N M M Q 0 0 C) O CL U) Of Y U W z Lu W Z W W cr V+ Z 0 Lu cc 0 C/) Z W Q J �o a W L) Q J W C) Z J � W C.) Z W OJ W s Q Lu .. M 0 0 C) w z 0 U z 0 U 0 0 z 0 C) CD ZO F= o a w ¢ V) U W W Q N N O 0 0 0 C5 1 SCALE: SHOWN Oil 1 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E02 7 g •W.... W.... W .. EXISTING UTILITY VAULT ELECTRICAL NOTES xx� 1. SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. CONTRACTOR SHALL COORDINATE PRIMARY POWER, TRANSFORMER INSTALLATION AND LOCATION, AND SECONDARY POWER REQUIREMENTS WITH PUGET SOUND ENERGY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NOT PERFORMED BY PUGET SOUND ENERGY. 3. CONTRACTOR SHALL PROVIDE EXCAVATION, BACKFILL, AND RESTORATION FOR WORK PIT AT EXISTING UTILITY VAULT PER PUGET SOUND ENERGY REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE EXCAVATION, BACKFILL, AND RESTORATION BETWEEN EXISTING UTILITY VAULT AND PROPOSED TRANSFORMER VAULT PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL PRIMARY CONDUIT AND CONDUCTORS. 5. PROPOSED PAD MOUNT TRANSFORMER AND TRANSFORMER VAULT BY PUGET SOUND ENERGY. CONTRACTOR SHALL PROVIDE EXCAVATION, BACKFILL, AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS. INSTALL BOLLARDS AS NECESSARY PER PSE REQUIREMENTS. 6. PROPOSED SECONDARY POWER SERVICE, P1 , BY CONTRACTOR. A � \ ►� �T� /�' � \ 118000-1790 / BRYNMAWR PLAZA LLC 11620 RAINIER A VE S i t 'zz /1//_�'1/_/_L/ F — W LII I JIMI IVII o ELECTRICAL SITE PLAN 1"=20' �1 o-J 118100-0 010-220 CONDOMINIUM 11600 RAINIER A VE S L ELECTRICAL EQUIPMENT PEDESTAL. = SEE DWG NO. E04 FOR DETAIL. FOB FO REVISED TO CONFORM TO CONSTRUCTI INRECORDS &&� RH2 ENGINEERING INC. 06/03/2022 DATE 0E WAS""' 26978 eGISTSol Y, �1 'ZONAL SIGNED: 0910412020 SIGNED: 0®/04/2020 U) J Lu O Z � aCC a � CC J a. � O a J Q O cc V U O C) LU W J cc W Q Lu 00 m o m a, m 0 z m o cf) 0 O c-) w O o � M (n o w Z 6 O z w Q offw > O z z W W W U 5- !Y O z O c� 0 0 0 0 CV N F= C- C6 R LJ (/) U > w w o 0 0 714 cV O CL 0 0 C) Y U W 0 � Z � WIC SCALE: SHOWN Oil ill 211 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E03 8 g METER DISCONNECT 1-5/8" SST UNISTRUT. ATTACH UNISTRUT AS NECESSARY TO SUPPORT ELECTRICAL EQUIPMENT. SECURE ELECTRICAL EQUIPMENT TO UNISTRUT. WIDTH AS NECESSARY ELECTRICAL EQUIPMENT PEDESTAL DETAIL NOT TO SCALE ELECTRICAL NOTES 1. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DETAIL, THIS SHEET. LOCATE GROUND RODS 2' MINIMUM FROM PEDESTAL. 2� 2. BOND GROUND SYSTEM TO ELECTRICAL PEDESTAL. 3. SEE DWG NO. E03 FOR CONTINUATION. XX 4. SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE. OX 5. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT SCHEDULE. 6. INSTALL SEAL -OFFS AS REQUIRED. MANUFACTURER'S RM LIGHT NUFACTURER'S OP CONTROL JEL FD GALV STEEL T WITH CAP, TYP. — 24" MIN. I VERT, ALLY QED 1'-0" DIA. CAST IN PLACE CONCRETE PEDESTAL, TYP. OOPS @ 12" O.C. " CLR, TYP. LL AROUND 6' MIN NATIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN O O � CO `i 911 z COVER OVER `V 6" HIGHEST CONDUIT IN TRENCH 3" CADWELD TYPE TA. CADWELD CABLE TO CABLE TEE CONNECTION COPPER CONDUCTOR GROUND TEE DETAIL NO SCALE CADWELD TYPE ^m COPPER CONDUCTOR CADWELD CABLE TO GROUND ROD CONNECTION. 5/8" X 8' COPPER GROUND ROD. GROUND TEE DETAIL NO SCALE RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) •' •o.�.'.��.�•' •off ' •o.�.' •o.�•' �o.�•''o.�.'' \� O Q FINISH SURFACE PER PLAN SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 MINIMUM DEPTH BELOW I` 3" BOTTOM OF DEEPEST �\ _ �_�� , ��_ ELECTRICAL CONDUIT NUMBER AND CONDUIT INSTALLED IN SIZE VARY AS PER SITE PLAN. MAINTAIN TRENCH 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. CADWELD TYPE RR. CADWELD ENE` ^""' r- T^ UPPER REBAR CO i COPPER CONDUCTOR GROUND REBAR DETAIL NO SCALE CADWELD TYPE XA. ^"^'MELD CABLE TO CABLE 5 CONNECTION. COPPER CONDUCTOR (TYPICAL) GROUNDING CROSS DETAIL NO SCALE REVISED TO CONFORM TO CONSTRUCTI N RECORDS RH2 ENGINEERING INC. 06/03/2022 DATE PROPOSED CONCRETE ONCRETE GROUND ROD 13" DEPTH X 12" HEIGHT PIPE INC. #12R-12A & :QUAL. COPPER GROUND GROUNDING ROD DETAIL NO SCALE !02 co 0 0 z m 0 z LL W w z z W -�E WASFjt` 26978 GISTS �1 �IONAL SIGNED: 0910412020 %E WAS j� � 1 i A- Wi A 1 5iiuy O �EaISTEg�� �SSIONAL �.l SIGNED: 0910412020 W J Lu Z Q 0- Za I ~ C O uft Occ � z U 0 z W cc C7 0 v 0 w 0 U) J Q z U 0 W cn Z 0 / V W cc J Q Lu M 0 0 U w Z O U z 0 U O 0 z 0 U � ZO o a w ¢ V) U 5; co w o N N O � u O co 0 SCALE: SHOWN oil ill 2 DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWG NO.: SHEET NO.: E04 9 9