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HomeMy WebLinkAboutzR-4170Set6 4 2 Is m c w N A- m N 0 N 9 EXCLUSIVE EASEMENT FOR 1 GRANTEE 1 PURPOSE PUGET SOUND ENERGY 4RI/ SHUFFLETON SUBSTATION SECTIONS 5 & S, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PERMIT #C21000323 `1 N 46043'23" E 369.00' 1------------------ El El El El 0 0 0 0 El ® 0� 0 00 I❑I © I❑I © I❑I © I❑I © I❑I © I❑I © I❑I © I❑I I I I I I I I I I I I I I I I I L - - J © L - - J © L - - J © L - - J © L - - J © L - - J © L - - J © L 0 0 0 0 ® 0 0 0 -------- -------------69.00--'-------------_ S ---- - - --- 46'43'23" i W 3 r----------------------------------------------- W 30 0 30 60 120 GRAPHIC SCALE (IN FEET) I I 'I II I 1 ,N TY EASMENT 062900292T 15'-0" FIRE I h-1 MAIN EASEMENT I --r 15'-0" FIRE #8407260401 II 1 MAIN EASMENT II I a8407260401 LEGAL DESCRIPTION: THAT PORTION OF LOT "A". CITY OF RENTON LOT LINE REVISION LUA-98-176-LLA AS FILED UNDER RECORDING NUMBER 9902019014. RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHERLY MOST CORNER OF SAID LOT: THENCE SOUTH 43-47'07" EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT AND ITS SOUTHEASTERLY EXTENSION A DISTANCE OF 278.00 FEET: THENCE SOUTH 46-43'23" WEST ALONG THE SOUTHEASTERLY LINE OF SAID LOT A DISTANCE OF 369.00 FEET: THENCE NORTH 43-47'07" WEST A DISTANCE OF 278.00 FEET TO THE NORTHWESTERLY LINE OF SAID LOT: THENCE NORTH 46043'23" EAST ALONG SAID NORTHWESTERLY LINE A DISTANCE OF 369.00 FEET TO SAID NORTHERLY MOST CORNER AND THE POINT OF BEGINNING. SITE INFORMATION: PROPERTY OWNER: PUGET SOUND ENERGY PARCEL NO: 0823059178 ADDRESS: 1095 LAKE WASHINGTON BOULEVARD NORTH RENTON, WA 98056 ZONING: GC (GENERAL COMMERCIAL) PSE ENGINEERING CONTACTS 355 110TH AVE NE. BELLEVUE WA. 98004 GROUP NAME PHONE EMAIL PROJECT MANAGEMENT RYAN WIEDER 425-462-3954 ryon.wiecer@pse.com ELECTRICAL NICHOLE PORTER 425-396-3776 nichole.porter@pse.com CIVIL ZERECK JONES 425-495-6239 zereck.jones@pse.com CONSTRUCTION CODY SPENCE 425-466-8946 cody.spence@pse.com MANAGEMENT PERMITTING KERRY KRINER 425-462-3821 kerry.kriner@pse.com WO NUMBER: 141005363 REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS (ENGINEER I APPROVED 3 LAKE WASHINGTON vN s Ij m N SHUFFLETON SITE. PARK Is R 900 BOEING m y 405 9 VICINITY MAP NO SCALE LEGEND — - — - - PROPERTY LINE -------- EASEMENT LINE SUBSTATION FENCE - - —22— - - EXISTING MINOR CONTOUR — -25— - EXISTING MAJOR CONTOUR O EXISTING RETAINING WALL O PROPOSED RETAINING WALL O CATCH BASIN WI GATE VALVE I EXISTING FOUNDATION GRAVEL DRIVEWAY DRAWING LIST: DRAWING SHEET TITLE NO: NO: D-20891 1 SITE PLAN AND GENERAL NOTES 2 SITE PLAN AND GENERAL NOTES D-20892 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN 2 TEMPORARY EROSION/SEDIMENT CONTROL DETAILS D-20893 1 DEMOLITION PLAN D-20894 1 GRADING AND FENCING PLAN 2 GRADING AND FENCING SECTIONS AND DETAILS D-20895 1 DRAINAGE PLAN 2 DRAINAGE DETAILS D-10163 1 FOUNDATION PLAN D-20897 1 STRUCTURAL PLAN D-20898 1 LANDSCAPE PLAN 2 LANDSCAPE DETAILS 3 LANDSCAPE NOTES D-20899 1 IRRIGATION PLAN 2 IRRIGATION NOTES AND DETAILS D-18381 1 CHAIN LINK FENCING SECTIONS AND DETAILS D�0 Know what's below. GBII before you dig. CITY OF RENTON R-417001 SITE PLAN AND GENERAL NOTES SHUFFLETON SUBSTATION • DRAWING NO I PUGET SUBSTATION D -2 08 9 1 SOUND ENGINEERING ENERGY DEPARTMENT SHEET: 1 OF 2 SCALE: 1 "=30' -O" CLASS: S I TE F ILE N0: 'ADD NO: D-20891_01.agn CODE: SHU 1 D O A 8 7 1 6 5 2 7 5 O N Q 0 Q o SURFACE WATER PLAN NOTES: NOTES: LLJ ~ 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S MEET THE FOLLOWING SPECIFICATIONS: E CONTRACTOR. 4-8 INCH ROCK/40-70% PASSING: 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 2-4 INCH ROCK/30-40% PASSING: AND 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN LESS THAN 2 INCH ROCK/10-20% PASSING ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE THE STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ERROR. OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FROUND IN THE ON -SITE BMPS. PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, A BOLT -LOCKING LID MARKED STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A BE CONTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. FROM THE CITY. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV CONSTRUCTION IS IN PROGRESS. ACCORDING TO THE CITY STANDARD PLAN 266.00. CCVT INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HERON HAVE BEEN ESTABLISHED PROJECT CURBS. GUTTERS AND/OR PAVEMENT. BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN D SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD TESTED. ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF ENGINEER OF RECORD IF A CONFLICT EXISTS. THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D-COMPACTION AND MOISTURE CONTROL FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED TESTS OF THE WSDOT STANDARD SPECIFICATIONS, IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT DURING CONSTRUCTION. IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFETY OF THE 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN STANDARDS. APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY 27. PROJECTS LOCATED WITH THE CITY'S AQUIFER PROTECTION AREA (ARA) SHALL COMPLY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION TO THE GRADE AS STAKED. REGULATIONS (RMC 4-3-050). 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, C OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF BY THE CITY. STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR PER ADA REQUIREMENTS. ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE SHALL BE MAINTAINED BY THE APPLICANT. LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORM DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.1.2.A2 220.00, 220.10, AND 220.20. OF THE RENTON SWDM. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2 OR 5 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB INSIDE AND OUTSIDE. WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE 204.30, 204.40 AND 204.50. STRUCTURES SHALL HAVE: BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF OF THE ROADWAY. ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS). ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY B THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. T 8 I 7 I 6 1 5 4 4 3 I CITY OF RENTON R-417002 G Know what's below. Call before you dig. WO NUMBER! 141005363 SITE PLAN REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS A N D GENERAL NOTES SHUFFLETON SUBSTATION DATE PUGET SUBSTATION DRAWING NO REV NO CADD SOUND ENGINEERING D -2 08 9 1 1 ENGINEER ENERGY DEPARTMENT SHEET:2 OF 2 REVIEWED SGLE: NONE CLASS: SITE FILE NO: APPROVED CARD NO: D-20891-02.dgn CODE: SHU 3 2 INTERNAL USE Is C D A I 7 I 5 4 3 1n 7 m S-______ 1 - - 4'-0" @v RETAINING W W W W WALL ESMT - -22- 8 (,II O BMW _ II I-1 -1A EXISTING \ -1 -1 - - - VACANT Comm EXST II ,I L BUILDING BLDG BLDG ii 51-01� EXCLUSIVE I i --. ,-"(I -�-- Lr EASEMENT FOR 1-_----_1T I II I�- I T GRANTEE 1 /� �_ 1-- w=1--1------ --------'� PURPOSE / / I , 41-01 RETAINING 1 WALL I :_I I_ - 1 EASEMENT NO GRADING OR LAND DISTURBING / It P o 1- ACTIVITIES WITHIN THE EXISTING II I- / F - - 1 - -. 1.-SUBSTATION FOOTP NT - J 11 1 I' 'I e 1� E -23—V 11 I II I I 1 F ..1 Ic 1 11:' ..11 11 11= 1 -- , 1-_-1 1 -- I I .. 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TYPE 2 "- EXISTING FOUNDATION WWWW� EXISTING SUBSTATION FOOTPRINT (NO GRADING OR LAND DISTURBING ACTIVITIES WITHIN THIS AREA) SANITARY SEWER CONSTRUCTION NOTES �1 CATCH BASIN INSERT PER DETAIL 2 ON SHEET 2 SILT FENCE PER DETAIL 1 ON SHEET 2 3 CONSTRUCTION ENTRANCE - MAY BE ADJUSTED AS NECESSARY 4 MAINTAIN GRAVEL/YARD ROCK AT CONSTRUCTION ENTRANCE OS ON -SITE STAGING AREA - ADJUST AS NECESSARY REFERENCE DRAWINGS D-20891 SITE PLAN AND GENERAL NOTES D-20894 GRADING AND FENCING PLAN D-20895 DRAINAGE PLAN D-20896 FOUNDATION PLAN D-20897 STURCTURAL PLAN WO NUMBER: 141005363 REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS ENGINEER REVIEWED APPROVED 3 R-417003 0 () DEVELOPMENT ENGINEERING Know what's below. jchavez 07/26/2021 CBII before you dig. CITY OF RENTON R-417003 TEMPORARY EROSION/ SEDIMENT CONTROL PLAN SHUFFLETON SUBSTATION PUGET SUBSTATION DRAWING NO D -2 08 9 e • SOUND ENGINEERING ENERGY DEPARTMENT SHEET:1 OF 2 OGLE: 1":20f0" CLASS: TESC FILE '.ADD NO: D-20892_O1.e9n CODE SHU 1 Is D D A 8 1 7 1 6 1 5 T 4 2 I I I 6 5 3 I E 7 m m N 0 0 N P EROSION AND SEDIMENT CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 1B. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. DomSign Envelope 1. CONDRIONSOFUSE 1.1. SILT FENCE MAY BE WED DOWNSLOPE OFALLDISNRMDAREAS. r2. DTOIREXT CONCENTRATED ROWS NOR IS IT INTENDEDTOTREAT 303srPNTIALAKKNI N1s OF OVEMAND FLOW.ANYCONCENTMTEO FLOW MUST 1BE CONYEYNEO THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR PCNO. 2. DEBIGNANDNSTAWTpMSPEGIFIOATIONS 2.1. THE GFbFX21LE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF ME MANUFACTURERS FASNIC SPECIFICATIONS MUST BE AVAIIAPLE ON SITE. AOS IAS1M b]51) 30I00 SIEVE SIZE IS WO.15mm) FOR SILT FI 50.1L0 SIEVE SI2E (0.300.1 Snm)FO0.0TIE0. EARWIGS WAlE0. PERMITTIVITY IASTM GM91) O02 SEC MINIMUM W ASTENALESTRENGTHOSTMW&T2) ISO LEE, MIN, FOR EXTRA, STMENGTR FARM ISO LI S. MIN, SON STANDARD STRENGTH FABRIC OMAN TENSILE ON µarm ww2l I .w WAS, DYwEp ULTRAVIOLET RESISTANCE (ASTM NEWS) I SI%MIN 22. STANDARD STRNISMI FABRIC REM I RES WIRE BACKING TO INCREASE ME STRENGTH OF ME FENCE. WIRE BACKING OR CLOSER POST SPACING MY BE REM DIED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2& WHERE TIE FENCE IS INSTALLED, THE MORE S141L NOT BE STEEPER THAN 2HAV 24 IF A TYPICAL SILT FENCE IS USED, ME STANDARD~ TRENCH MAY BE REDUCED AS LONG AS ME BOTTOMS INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZED DIE FENCE ANT DOW NOT ALLOW WATER TO BYPASS CR UNDERMINE DIE SILT FENCE. 25, FILTER FABRC FENCER SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE ST.WDNNS ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2 IF CONCENTRATED FLOWS ARE EVIDENT URN I LL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 33. IT IS IMPORTANT TO CH ECK THE UPHILL RIDE OF THE FENCE FOR WAR OF ME FENCE CLOGGI NO AN DMRING AS A BGRRI IN TO FLOW AND MEN CAUSING CRAN NELWTION OF FLOWS PARALLEL TO THE FENCE. I F THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDI MEW. 3.4. SEDIMENT MUST BE REMOVED WN EN SEDIMENT IS B INCHES HIGH. 3.IT IF THE FILTER FABRIC IGEOTEXTLEI HAD DETERIORATED DUE TO ULTRAVIOLET BREV(OOWN. IT SHALL BE REPLACED. PUBLIC WORKS F ovm: DEPARTMENT SILT FENCE �GqZ 9/z8/zo18Tl DETAIL 1 1 FI DKSI Envelope lD: 6EECF5B64102A4E4A-B436-A311AA638878 SEDIMEN' DRAINAGES DAIS (RECTANI B SECTION VIEW ISOMETRIC VIEW DEVICE NOTES: I PROTECTION SHALL BE PROVIDED FOR ALL STORM GRAIN INLETS DOWNSLOPE AND WITHIN AD FEET OF A DISTURBED OR CONSTRUCTION ABFA UNITES THE RU NOSE THAT ENTERS THE CATCH BASIN WILL 9E CONVEYED TO ASEDIMENT FOND OR TRAP. 2. I SUIT PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. DIE CONTRI BUNNG DRAINAGE AREA MUST GOT BE" HOW THAN ONE ACRE. 4. SUE W E BELOW INLET GRATE DEICE URGE) FOR THE STERAWATER STRUCTURE IT WTLL SERVICE, S. ME SIDE SHALL HAVE A WILT IN HIGILFLGW RELIEF SYSTEM(OVERFLOW BYPASS). B. ME RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE ROD WITHOUT SPILLING ME COLLECTED MATERIAL. 7. PERFORM MAI STRANGE IN ACCORDANCE WTM STANDARD SPECI FICTION"" 3CK S. ANY SEDIMENT IN ME CATCH RUNS INSERT SHALL BE REMOVED WHEN ME SEDIMENT HIM FIUFD ONE-THIRD OF THE AVMILA E STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. PUBLIC WORKS DEPARTMENT CATCH BASIN INSERT DETAIL 2 1 WO NUMBER: 141005363 REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS ENGINEER GAz 9/28/2018 I B:45 Al DATE o� DEVELOPMENT ENGINEERING O Know what's below. jchavez 07/26/2021 Call before you dig. CITY OF RENTON R-417004 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS SHUFFLETON SUBSTATION PUGET SUBSTATION • SOUND ENGINEERING ENERGY DEPARTMENT NONE CLASS: TESC NO: D-20892-02tlgn 1 Is C D A 8 I 7 I 6 5 T 4 3 APPROVED 2 SHU 1 7 4 3 1n REMOVE ROOF DRAIN LEADERS AND REDIRECT DOWNSPOUTS TO DRAIN OVERLAND ON SEVERED PROPERTY D REMOVE ASPHALT AND DISPOSE OF OFF -SITE SASE" EXCLUSIVE 'I EASEMENT FOR GRANTEE PURPOSE f:7 W EXISTING - BUILDING T REMAIN FOR INTERIM REMOVE ASPHALT AND DISPOSE OF OFF -SITE REMOVE GATE VALVE AND PIPE AS NECESSARY TO RECONNECT STORM LINE REMOVE OIL STOP VALVE FROM MANHOLE AND RECONFIGURE FOR STORMWATER FLOW -THROUGH ®8A REMOVE 3 ABOVE GRADE, SITE PROPERTY FENCE TO 2 BELOW GRADE OIL TANKSREMAIN UNTIL CONSTRUCTION OIL PUMP HOUSE. FOUNDATIONS. IS COMPLETE W — SPCC AND VAULT CAP AND DISPOSE OF OFF —SITE 1 `�— TO BE REMOVED 4'_0" N RETAINING WALL RETAINING ii !/ O U REMOVE p EXISTING FENCE II VA' PIPE TO BE REMOVED (TYP) II NA II EXISTING FOUNDATIONS ITEL \\ GAL TO BE REMOVED c = NEW OIL \� M 1 � \ II 1-F 14:; EXISTING CEXST OMM II� 11 III- VACANT 1 - - BUILDING BLDG EXISTING BUILDING TO REMAIN I I FOR INTERIM OIL TAN L 1_I I. _I IIL (TO REMAIN) (TO 11 300E GAL _ - I-L _1 II _ _I� REML IN NEW OIL NOT IN I_J L--, iII - - 11 SERVICE 11 --_- L � I I 10000 GAL NOT IN 1 '— A SERVICE, IN BELOW GRADE VAULT II _ ..I I 1 I --I I`.J I 3000 GAL N1011 IN II I 1--I I I I I SERVICE. IN BELOW 4 I .—I I;_ ;_ I;_I GRADE VAULIT—I I — I I I I 1 .—I 1 I 1 _I = II ESTIMATED FOOTPRINT OF _ _ _ _ _ _ UNDERGROUND VAULT - SAWCUT II _ _ _ I° "I I' 'I I'OR BREAK OFF TOP 12' OF'IWALL _ _ II I" 1 I" 1 I' _I II L -.I L -.I LAND BACKF ILL PER INOTES I2-4 11 L _:I L - - STATION SERVICE ON GRADING PLAN. REMOVE VAULT - II I TRANSFORMER TO BE WALL AS NECESSARY FOR NEW C RELOCATED BY PSE CATCH BASIN CB-47 II TREE STUMP AND ROOT BALL TO BE REMOVED TONREMAINCE ON TOP OF WALL 4'-0" RETAINING WALL EASEMENT REMOVE A�26 PIP EOF / Eh _— _— — --_ %% / L --1 L --1 L --1 L -'I 111 L --1 L --1 L EMOVE _ I I _ I I _ I I - I I I _ I _ I I I I B IIL--:I IIL---1 IIL_ II It - II __ I� - =I l�--- -- L-_:I I� __I L_ I __ L__:I ------------- -------------�'1 F0 / REMOVE EXISTING REMOVE AND CATCH BASIN AND STOCKPILE STORM LINE TO YARD ROCK / PROPERTY LINE AND PLUG WITH CONCRETE EXISTING FENCE / TO BE REMOVED (TYP) REMOVE I / --r---- PIPE I 55 ss UTILITY EASMENT #20010629002927 REMOVE EXISTING ECO-BLOCK WALL TO PROPERTY LINE. BACK UP GENERATOR / RETAIN ECO BLOCKS FOR NEW _ TO REMAIN '! I RETAINING WALL IF IN SERVICEABLE CONDITION W W >_ — w N a w - 0 15'-0" FIRE p MAIN EASEMENT rc #8407260401 ----------------------------------- 20 0 20 40 80 GRAPHIC SCALE IN FEET) / — W SAWCUT ASPHALT REMOVE ASPHALT CLEAN LINE AT AND DISPOSE OF PROPERTY LINE OFF —SITE F 15'-0" FIRE MAIN EASMENT $41407260401 I — — — — — PROPERTY LINE — — — — — EASEMENT LINE SCH 80 PVC PERFORATED PIPE RETAINING WALL O 13 CATCH BASIN 0 GATE VALVE _ EXISTING FOUNDATION TO REMAIN (� EXISTING FOUNDATION TO BE REMOVED EXISTING ASPHALT TO BE REMOVED -. WATER LINE g GAS LINE —ss SANITARY SEWER L POWER LINE Fo FIBER OPTIC LINE �Q 1 SANITARY SEWER MANHOLE NOTES 1. DEMOLITION SHALL NOT BEGIN UNTIL TESC MEASURES ARE INSTALLED PER TEMPORARY EROSION/SEDIMENTCONTROL PLAN. REFERENCE DRAWINGS D-20894 GRADING AND FENCING PLAN D-20895 DRAINAGE PLAN WO NUMBER: 141005363 REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS ENGINEER REVIEWED APPROVED 3 2 i aIwill$]6y 4 0 lul KNOW what'sbelow Callbefore you dig. CITY OF RENTON R-417005 DEMOLITION PLAN SHUFFLETON SUBSTATION PUGET SUBSTATION DRAWING NO D -2 08 9 • SOUND ENGINEERING ENERGY DEPARTMENT sxEET:i OF 1 OGLE: 1":20,-0" CLASS: $ITE FILE '.ADD NO: D-20893_otdgn CODE SHU 1 C C D A 7 1 6 5 T 4 I 7 I 5 4 3 1 1 1 1n D I:7 m W 9'-91�1 = 5'-0" GRAVEL SHOULDER C 7' + RESERVED FOR 4'-0" RETAINING 21.40 (TYP AROUND SUBSTATION). LANDSACPE SCREENING WALL EASEMENT 22.10 SEE SHEET 2, DETAIL 1 2 21.40 W W 21.20 r \E -_ \ II -22J o r -/ L 22 / I II u• 22.85 N // ?r,\ `I// 21.40 2w �T, 11 _ _ OA O A I II ____P3.______��__-__-_ - _ -- _11 _____�� 21 .58 0 � 6'-0" 1 22.23 q -1 I111 22.00 1 22.17 \ LANDSCAPE II �c° 1 `J "I I-T "I `II' EXST \ SCREENING 11 S_ /� L I - - EXISTING gyp. i B / - - .. COMM VACANT 22.5711 ice/ 2 /b'D/ J -1 1'-1 I_J 1'-1 III---1�7 1 BUILDING BLDG / EXCLUSE II: i ♦ ♦ 22.62 EASEMENT 1y�� amea W: +� a ea a ea a / _'jl1 : FOR '1 M 1:: 1I .I GRANTEE 11 II -- ♦♦ i / ---..1 w ryryI-1-:I L---- \21.93 / PURPOSE IR� 23.00 ♦ / 1 TT 1 \ II II v3 �_--�---------__� `-Ir- , I 22. 68 II /� I_I II �I 1 .II. /R.2 ( II II II II II I_-1 II 1..1 1 8 I ._I ._I ._I 1 ._1 1 ._1 I: ::1 :_1 :_I 1 II 23.00 I'_I 15,151.07 SF -1 / I j n 22. 68 L__:I L__I L _:I II L__I L__:I L__:I II I 23- 22. 07 11 0 EXISTING I 1 \ CATCH BASIN (TYP). 11 7 BUILDING II 23. 00 1 1 \ II SEE SHEET 2, DETAIL 2 I FQ TO REMAIN FOR INTERIM I _a 0 0 22.68 II 23. OO I- I IJ 'I =-I I IL 00 I 11 w IL =II IL .:II IL_ II IL IL__II IL_ :II IL__II I / „01 III ^� J I II I II •• II II .. II II .. II II .. II III II II .. II II .. II II .. II I / --- --- --- III --- --- --- II / 0 a m I 11 "I "I F "I - "I I" ''I "I ___I _ ___I p:_ -::1 III___I _I f 0 aLL I k/ \ 11 I I___ L__:I I____I L__:I I_ _I L_ :I I___ -[--I L__I I____I L_ :I I____I L__I I____ �0 ^' ft 'ao 22.68 �y1 III 23.14 om / I 11 23. 00 II II II II II I'-''1 II I-:I-:1 II _ Ih 23.69 _ _ - - - - _ �II i - ♦ I - - - - - JI -1 l :_I I H- ♦ 23 / / It \ NEW 35' X 2' I I 1 / 22.49 RETAINING 1 WALL USING Q / 1 EXISTING 1 1 I ZR=25' 25' j�----� J 1.1 I ECO BLOCKS 111 1/ 1 m�- �\ // 1I' I 22.00 I 1/ �c y �1 RbS--{ I 1 0m__ __-_-__22.94 EXISTING I81\pBUILDING I1_ _ - _ - - _ zTO REMAIN /. STATION RELOCATED STATION r -�F[� FOR INTERIM1P 2 PLACES). SERVICE TRANSFORMER I I` �'y �0r+iI381 (REFERENCE ONLY) _ _ _I ` 0- i,w~-Q 23.86 m1 23.67 23.51 23.34 ' , �00,4If 23.72 -'24-- `I/ 23.27 23.91 23.92 ' - - -- mob' _`1�_�I�_ �k_-♦Ic-AIL -�I! -vJG- �- Ji -J!- J! - J/ 1J/� J/i� J/ 23.28 i 24.21 IW W - W C' ------------- W E I 24.15 23.90 23.86 \ // 15•_p•• 23. 68 23.10 o L - - 24.16 LANDSCAPE / 23.20 0 SCREENING 0 N 0 \ \ / 15'-0" FIRE MAIN EASEMENT ZAP #840T260401 a i / I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0" / \ 29 EQUAL SECTIONS 20•_0.. 20, _0" \ ¢ 9'-91�2 = 284, _0„ 10'-0" 20 01� 4' -0"- 5' -0"- 20 0 20 40 so GRAPHIC SCALE (IN FEET) LEGEND F -_-_- PROPERTY LINE EASEMENT LINE - VV - - -21- - - EXISTING MINOR CONTOURS 42rfoo- n -25- - EXISTING MAJOR CONTOURS - -21- - - PROPOSED CONTOURS SUBSTATION FENCE EXISTING STORM DRAINAGE PIPE (REF ONLY) II • - - _ _ _ = PROPOSED STORM DRAINAGE PIPE (REF ONLY) 'l\ w WATER LINE (REF ONLY) w F o GAS LINE (REF ONLY) NEW 7' HIGH CHAIN TLINK STATION FENCE ss SANITARY SEWER (REF ONLY) (TYP). SEE D-18381 �\ E POWER LINE (REF ONLY) T TELEPHONE LINE (REF ONLY) 22.85 ro FIBER OPTIC LINE (REF ONLY) I 22.47 \ [� EXISTING RETAINING WALL 22.04 O PROPOSED RETAINING WALL 22.55 n CATCH BASIN (REF ONLY) LI 22 37 e• GATE VALVE (REF ONLY) I' 4'-0" RETAINING 23. 03 SPOT ELEVATION �j J'7 WALL EASEMENT EXISTING FOUNDATION (REF ONLY) l 22.65 GRAVEL DRIVEWAY 22.53 EAST -WEST BASELINE LANDSCAPE BUFFER 71'.22.50 S 46'43'23" w \ �_ I SANITARY SEWER MANHOLE (REF ONLY) GRADING NOTE: y.` \ 1. FOR AREAS OF THE SITE THAT DO NOT REQUIRE CUT IN EXCESS OF THE REQUIRED 9" OF BASE MATERIAL (AS PER \ DETAIL 1 ON SHEET 2): REMOVE EXISTING ASPHALT, GRADE TO BASE COURSE FINAL GRADE AND ADD YARD ROCK PER PSE STANDARD DETAIL. FOR AREAS REQUIRING FILL OR CUT IN EXCESS OF 9": 23.02 REMOVE EXISTING ASPHALT, GRADE TO SUB -BASE FINAL 23.00/ GRADE AND ADD 9" BASE COURSE AND YARD ROCK (AS / PER DETAIL 1 ON SHEET 2). 2. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF \ MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 FOR COHESIVE FVE OASTMSD4254RTCOHEDSIONLESSI ACCCORDANCEOWITH FOR SOILS. / 3 / 3. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED D / PRIOR TO BACKFILLING. / 2 4. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 8" THICK, LOOSE MEASUREMENT. SPREAD AND COMPACT / EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. / ! 4 I' L1-01 ANDSCAPE SCREENING } UTILITY EASMENT iC #20010629002927 -15'-0" FIRE MAIN EASMENT #8407260401 THIS DRAWING SUPERSEDES D-5423_01 WO NUMBER: 141005363 REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS ENGINEER APPROVED 3 REFERENCE DRAWINGS D-20891 SITE PLAN D-20892 TEMPORARY EROSION/SEDIMENT CONTROL PLAN D-20895 DRAINAGE PLAN D-20896 FOUNDATION PLAN D-20897 STRUCTURAL PLAN D-18381 CHAIN LINK FENCING SECTIONS AND DETAILS R-417006 a DEVELOPMENT ENGINEERING Know what's below. jchavez 07/26/2021 01 CBII before you dig. CITY OF RENTON R-417006 GRADING AND FENCING PLAN SHUFFLETON SUBSTATION PUGEDRAWING NO SOUND SUBSTATION • SOUND ENGINEERING D -2 08 9 4 ENERGY DEPARTMENT SHEET:1 OF 2 OGLE: 1":20f0" CLASS: SITE FILE '.ADD NO: D-20994_01.d9" CODE' SHU 1 C D 0 A i 7 I 5 4 2 8 7 6 5 1 I 1 I 1 I 1 3 J i1 1n 2 REVERSIBLE CAST IRON FRAME (WA STATE STD PLAN B-30.10-03) d GRATE (WA STATE STD PLAN B-30.50-03) OLYMPIC FDRY NO. SM 60 D/T OR EOUAL. CAST FRAME INTO ADJUSTMENT SECTION 4" YARD 2'-0" COURSE TAPER (TYP) FENCE 9" BASE COURSE D NATIVE SOIL / L COURSE 'r I�I� III OR COMPACTED) COURSE SUBBASE FILL TYPICAL STATION SECTION DETAIL 1 1 DRIVEWAY 1010" 1010" TOP COURSE Oaajl.o .�o:o�a. .oOp900D D `NATIVE SOIL BASE COURSE OR SUBBASE FILL STATION DRIVEWAY B SECTION TBNTS T SLOPE TOP OF BASE COURSE FROM 10' AWAY OR FROM EDGE OF FOUNDATIONS. ETC INLET PIPE - - - - - OUTLET PIPE TYPICAL CATCH BASIN GRADING OUTSIDE OF SPCC AREA DETAIL 2 1 STATION DRIVEWAY SECTION C NTS 1 7 5 STATION FENCE 5'-0" 5'-0' SHOULDER BASE COURSE 16'-0" RIVEWAY DRIVEWAY 4" TOP i COURSE NATIVE SOI7 OR SUBBASE FILL STATION DRIVEWAY SECTION A NTS 1 DRIVEWAY 4" TOP COURSE NATIVE SOIL OR SUBBASE FILL STATION SHOULDE 4" YARD COURSE BASE COURSE STATION DRIVEWAY SECTION D NTS 1 F O Cl Know what's below. Cal I before you dig. ■_ FD 1- D THIS DRAWING SUPERSEDES D-5423_02 CITY OF RENTON R-417007 A WO N141005363 GRADING AND FENCING REVISIONSION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS SECTIONS AND DETAILS SHUFFLETON SUBSTATION DATE PUGET SUBSTATION DRAWING NO REV NO CADD SOUND ENGINEERING D -2 08 9 4 1 ENGINEER ENERGY DEPARTMENT SHEET:2 OF 2 REVIEWED SCAT NONE CLASS: SITE FILE ND: APPROVED CADD NO: D-20894_02.egn CODE: SHU 3 2 INTERNAL USE 7 6 5 4 3 I E N I 1 13 OF SDMH 54" 4" PERF PVC UNDERDRAIN 4' 0" CLEANOUT �y 169 LF 15" SD 6" PVC NE IE 18.76 IN CENTER OF PLANTER RETAINTNG W "�2=,84 W "I 0 0.5% SW IE 18.76 STRIP U 0.25%. SEE WALL ESMT SW IE 20.37 12 LF 8" W--t _ _ _ _ _ = N IE 19.74 SHEET 2, DETAIL 4 r _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONC PIPE - ' r r -_____ -____-_�--- .i___---.L _. __ _--__.__ - I , I _-.. .. 250 LF 4" PERF PVC [i 0. 257 CLEANOUT- RIM EL 20.T8 SE IE 19.42 I IaN 5'-0" EXCLUSIVE t% 0 EASEMENT FOR IW GRANTEE PURPOSE I I� Imo_ I� I 2. I b CLEANOUT @p RIM EL 20.51 SE IE 19.28 I NW IE 19.28 I HE IE 19.28 4" PERF PVC UNDERDRAIN i IN PLANTER STRIP W 0.25%. SEE SHEET 2, DETAIL 4 I PIPE REMOVED TO PROPERTY LINE AND PLUGGED WITH CONCRETE PER DEMOLITION PLAN. D-20893� II} ell V II oll all >UII aD mll LLu �u mu .F "u CB W/SOLID LID RIM 22.00 IE 18.69 SW 15" CPEP IE 18.59 SE 8" PVC INSTALL PIPE WHERE VALVE WAS REMOVED LF�_________________________________1_______+____ 106 LF__________ PVC g" PVC _ = © CB24 F ------------------- 150 LF 8" PVC _ CB26 _- 1 I LLIIzw. v \\ -- \ CB25 1 �O it ROOF J -,1 r_1 -1 �JA DRAIN III K EXISTING EXST II ILLilI1---1 VACANT COMM �p o .I 1 OilBUILDINGIr BUILDING BLDG -II MII Drj/CB4 73 LF 8" PVC -J tONII L J W 0.5X C815 eEy C047CB29_ l] I11��1��1��1��1P II� I 1 =1 =1�IIoI....I.IroI' lo=" PVC 12" CONC PIPE II CB19CB35 i Ix III Iry B Ip �11 I� I> aIW m11N Ia LLllo ILL mile Iw mill la. 11 IQ ILL I� II C6504 CV I ' I I I� B I EXISTING I BUILDING TO REMAIN FOR INTERIM r 60 LF I - ' 60 OF i I - CB36E3-== __� - - =1w C038 " SC)Lp PVC - �i" SCH HO_PY I:: -6--I� I i l� II I� I II-- ICI L: - ::I Ih�===l' I� I I-- I 1:-- :11-==-I' II II L__I II II L _:I II II L__I II II L_-:1i11 II L_- 1 I II L_-:1 II II L ::I II II I '4-ABANDONE�I .. I I I I I ]111 :: .. 12" CONC PIPE --- - --I --- -- I I I I I I I `I I I I� I I 1---::1 III 111 `I II---111` `I II-- 111` `I II 18 __ I-- 1 L--1 I ---1 L ::I (- 1 L I(---_11. C637 1 L--:1 I ---_I L_ ::I I--- 1 L `1 I -- u8 �8 12" CONC III CB32 . 1 a8ry PIPE 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1..J �80 _ wll 60 OF 60 OF II 8 -_________________� ______= CB21 11 6 SCH 80 PVC 6 SCH 80 PVC TYPE 1 CATCH BASIN CB34 CB33 \ (TYP ). SEE SHEET 2. 11 \\-1 DETAIL 1 II 4" SCH 40 - CB52 PVC ROOF DRAIN �� 1 �I Q8 L „r RELOCATED STATION - - j F- 'I SERVICE TRANSFORMER (REF ONLY) L - - -101 P� C CB17 8 bWN Jp0 ogb Pr • I CB40j M � I I I 41- RETAINING WALL ASEMENT I 3 I I I �I .I 3 'I /II / IF � CLEANOUT I�_ - _ --------------------------------yr-- 1 RIM EL 21.48 "-"--------- / J NW IE 19.76 I _--__. __ ---- -r - - - I - w W W W WW W W �b w W W CB41 r-----------------W--------------------------------------- I I I I L--J o W 0 15'-0" FIRE 0 o MAIN EASEMENT '^ #8407260401 I I I I w I I I L--------------------- I ��I ------------------------------------------------_ 20 0 20 40 80 GRAPHIC SCALE CIN FEET) 8 1 7 1 6 1 5 T 4 UTILITY EASMENT #20010629002927 LEGEND - - - - - PROPERTY LINE w WATER LINE (REF ONLY) SUBSTATION FENCE c GAS LINE (REF ONLY) EXISTING STORM DRAINAGE PIPE SANITARY SEWER (REF ONLY) ss • _ _ _ _ = e PROPOSED STORM DRAINAGE PIPE E POWER LINE (REF ONLY) EXISTING RETAINING WALL FIBER OPTIC LINE (REF ONLY) O rD O PROPOSED RETAINING WALL TELEPHONE LINE (REF ONLY) 0 EXISTING CATCH BASIN TYPE 1 /* / SANITARY SEWER O� MANHOLE (REF ONLY) 13 PROPOSED CATCH BASIN TYPE 1 O EXISTING GRATE INLET w/OIL STOP VALVE ® EXISTING GATE VALVE I' EXISTING FOUNDATION (REF ONLY) GRAVEL DRIVEWAY CATCH BASIN SCHEDULE CB15 - TYPE 1a DESIGN Du (EXIST) CB37 - TYPE is DESIGN Doe (EXIST) RIM EL 21.80 RIM EL 22.68 SE- 8" IE 20.55 E- IE 20.47 NE- 8" IE 20.55 N- IE 20.47 SW- 6" IE 20.00 CB38 - TYPE 1 (EXIST) CB17 - TYPE 1A DESIGN DW (EXIST] RIM EL 22.68 RIM EL 22.09 W- IE 20.47 NW- 8" IE 20.74 S- IE 20.47 SE- 8" IE 20.79 NE- IE 20.47 CB19 - TYPE 1a DESIGN D* (EXIST) CB40 - TYPE 1 (EXIST) RIM EL 22.68 RIM EL 22.68 - ADJUST RIM TO 22.38 S- 12"IE 20.34 SE- 6" IE 20.97 N- 12" IE 20.34 NW- 8" 20.97 CB21 - TYPE 1a DESIGN D+ (EXIST) CB41 - TYPE 1 (EXIST) RIM EL 22.79 RIM EL 22.69 NW- IE 20.89 NW- 6" IE 21.04 E- IE 21.69 SW- IE 20.95 CB43 - TYPE 1 (EXIST) RIM EL 21.80 CB24 - TYPE 1 (EXIST) SE- 4" IE 19.63 RIM EL 21.83 NE- 8" IE 18.82 SW- 8" IE 20.06 SW- 8" IE 18.80 SE- 12" IE 20.03 CB44 - TYPE 1 (EXIST) CB25 - TYPE 1 (EXIST) RIM EL 21.85 RIM 21.90 SW- 8" IE 18.86 NW- 12" IE 20.15 NE- 8" IE 18.76 NE- 8" IE 20.25 W- 8" IE 18.71 SE- 8" IE 20.35 SE- 8" IE 18.86 CB26 - TYPE 1 (EXIST) C846 - TYPE 1 RIM EL 21.07 RIM EL 22.63 NE- 8" IE 19.82 SE- 8" IE 19.14 E- 12" IE 19.42 NW- 8" IE 19.14 SW- 8" IE 19.37 Ni 8" HE 19.14 SW- 8" IE 19.14 CB29 - TYPE is DESIGN DW (EXIST) RIM EL 3" BELOW SURROUNDING GRADE CB47 - TYPE 1 S- 12" EXISTING PIPE ELEVATION RIM EL 22.34 NW- 12" IE 20.12 SW- 8" HE 19.50 CB32 - TYPE is DESIGN DW (EXIST) CB48 - TYPE 1 RIM EL 22.88 RIM EL 22.85 SE- IE 20.48 Si 8" IE 19.30 SW- IE 20.53 NW- 8" IE 19.30 Ni 8" IE 19.30 CB33 - TYPE 1 (EXIST) RIM EL 22.58 CB49 - TYPE 1 W- IE 21.21 RIM EL 22.70 E- IE 21.21 SIT- 8" IE 19.53 CB34 - TYPE 1 (EXIST) C850 - TYPE 1 RIM EL 22.58 RIM EL 22.86 E- IE 21.51 E- B" HE 19.42 NW- 8" IE 19.42 CB35 - TYPE 1 (EXIST) RIM EL 22.58 CB51 - TYPE 1 W- 20.79 RIM EL 22.70 E- 20.79 W- B" IE 19.49 CB36 - TYPE 1 (EXIST) CB52- TYPE 1 RIM EL 22.58 RIM EL 22.00 E- 21.09 NW- 8" IE 20.89 W SEE DETAIL 2 ON SHEET 2 REFERENCE DRAWINGS R 41700Q D-20891 SITE PLAN D-20892 TEMPORARY EROSION/SEDIMENT CONTROL PLAN .15'-0" FIRE D-20894 GRADING AND FENCING PLAN MAIN EASMENT #8407260401 D-20896 FOUNDATION PLAN D-20897 STRUCTURAL PLAN DEVELOPMENT ENGINEERING jchavez 07/26/20;01 0 ��Q Know what's below. CBll before you dig. THIS DRAWING SUPERSEDES D-5424_01 CITY OF RENTON R-417008 WO NUMBER: 141005363 DRAINAGE REVISION DESCRIPTION: REVISED PER CITY PERMIT REVIEW COMMENTS PLAN SHUFFLETON SUBSTATION DATE PUGET SUBSTATION DRAWING NO REV CADD SOUND ENGINEERING D -2 08 9 5 ENGINEER ENERGY DEPARTMENT SHEET: 01 OF 02 REVIEWED SGLE: 1":20'-0" CLASS: SI TE FILE NO: APPROVED CADD NO: D-20895_01.d9n CODE: SHE 3 2 1 INTERNAL US E G D A E 7 (8 m H 1 1 7 i l 1 1 5 1 l 5 1 UHAHHIU S)UALL (IN FEET) Nr1 ■ 3 1 ENGINEER REVIEWED APPROVE 3 2 FOUNDATION SCHEDULE NO. NO. DESCRIPTION i31 8 35' D.E. STRUCTURE FOUNDATION 5000# TENSION PER CONDUCTOR i99 20 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS TO 12' HIGH 86 24 115KV SWITCH STAND FOUNDATION 'P30 3 SFG PCB FOUNDATION 71-0" x 13'-61' i18 6 SINGLE PEDESTAL FOUNDATION 4 -0" x 4'-0" X 1'-6" )93 1 CONTROL HOUSE FOUNDATION i91 9 SINGLE PEDESTAL FOUNDATION 5'-0" x 5'-0" X 1'-0" 106 5 115KV POWER CIRCUIT BREAKER FOUNDATION MITSUBISHI (GAS) 7'-0" x 13'-6" X 1'-3" ?24 8 115KV DE STRUCTURE ANCHOR BOLT CLUSTER (8 BOLTS) 002 1 GENSET FOUNDATION 10'-0" x 8'-0" W/2" CONDUITS 813 4 SECURITY CAMERA POLE FOUNDATION 4,_0" X 4,_0" X 1'-6" 815 4 SECURITY ACCESS POST FOUNDATION 2'-O" X 2'-O" X 1,_6" COMMENTS 1999 CONSTR ADING AND FENCING PLAN, D-5423, FOR VERTICAL AND LOCATIONS OF BASE LINES. ALL NEW FOUNDATIONS SHALL BE AT ELEVATION 20.08, AS NOTED. iF ALL CONDUITS SHALL EXTEND 2'-0" PAST FOUNDATION EDGE. DERGROUND CONDUIT RUNS, SEE CONDUIT AND CABLE PLAN. k CONCRETE EXPANSION ANCHORS SHALL BE PER ESE RD SPEC 1150.3620, MATERIAL ID #1190300. CAVATE 2' BEYOND AND BELOW THE DEAD END FOUNDATIONS, D-5531. TE WORK SPECIFICATIONS FOR MATERIALS AND COMPACTION EMENTS. DS SHALL BE REINFORCED CONCRETE OR GALVANIZED STEEL FROM ETON SCRAP YARD. EMBED BOLLARDS A MINIMUM OF THREE (3) EEP IN CONCRETE. ENCE DRAWINGS TRADING AND FENCING PLAN STRUCTURAL PLAN R-4 1 7 010 FOUNDATION PLAN SHUFFLETON SUBSTATION PUGET SUBSTATION DRAWING NO • SOUND ENGINEERING D-1016: ENERGY DEPARTMENT SHEET: 01 OF 01 SCALE: 1"-15'-0" CLASS: FDN FILE CADD NO: D-101e3_Ol.eg" CODE 2 INTERN, SHU _ US mS Mx mW.S ==A E D B IT r ED uI IOU Ni S SECURITY CAMERA P( D-15812 FACE A D-15812 FACE A D-15814 FACE A 7 5 4 3 SECURITY CAMERA POLE _— - _— _ —_ __ q - D-15all 2 FACE A r D-3052 m m D-3052 _ 115_KV_BUS _PEDESTALS ___ --I______°_' -LF N N� — - D-3052 0l II Im D-3052 _115KV_BUS PEDESTALS _ -� �_—_—_ I_ �_ I_—_ t 6 BUS SUPPORTS D I T - — - - D_-3052 D-3052 1 - BUS PEDESTALS-_-_-_-_-_--_F- J—L-_- J_-_-_--IL --------- L_I LJ D-6732 D-6732 i 115KV SWITCH STANDS _ Fi F_ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ _ _ H N� u 115KV BUS PEDESTAL a m m m m m m m m m 'D-5090 D-5090 �� N N N N N N N N D 5034 01 0 E. o _ _ D-5090 115KV BUS SUPPORTS l� {—_____ }_____ _1___�F�_ I J 1 ml 1 m1 J D-5096 J L J J J 1_ J_D-5090 D-50901�� N ry I�7 J Q 0 J 115KV SWITCH________ STANDS 0-6732 0-6732 0-6732 D-6732 D-3151 0-3151 0-3151 115KV ROBB r_1 (REF ONLY) I I I I "I "I I LI___ I___ I____� I____� D-6753 ID-55371 D-6753 (D-5537) SEE NOTE 7 SEE NOTE 7 D-6753 D-6732 _D-5537 _0_-5537 _0_-5537 35' DEAD END STR ---- --- SU_PPORT_S 01�I I I D-5724 I I D-5724 11 0-5724 1 II D-5725 11 D-5725 1 1 D-5725 I' 115KV SWITCH --1-4- __�11_= _�F — —U �_— _ I�- __~ —}-- _-JJ D I----�____ + �L__— ---}L _ _ ~---}I STANDS I_ _ _ _ _ _as D-6732 D-6732 D-6732 D-6732 D-6732 D-6732 1 r 11 D-3052 1 I 1 I 1 I I I I 1 I 1 1 ,1 �- 115KV BUS SUPPORTS -__ F-_ _ } _ _ _ 4—___ _ } _ _ _ _1 _ _ _ I_ _ _ _1__—_—_ _1—_—_—_ }—_—_�-IE D_3052 _ —_ 1m I 1m I Iw I 1P I 1m m1 I I Im I Im I Im LN JN JN LN JN NL__'I JN JN JN 1 r D-3034 0 0 0 0 0 0 0 0 o L- O © O O I I CONTROL I HOUSE I I -- — — — — — — —— LJ ITY ACCESS POST r 0 L__1 14 _ A O WOOD DE STR WOOD DE STR D-158 FACE D-15814 FACE A- ar, l D-15812 SECURITY FCEA vITY CAMERA POST yGwO 'mow � al — — — — — — — — — —NN— — — — — — — — — — — — — — — — — — — — —_- 1L:'- 15 0 15 30 60 GRAPHIC SCALE CIN FEET) l0 � XXX 2 1 I I I STRUCTURE SCHEDULE DWG NO OTY HEIGHT DESCRIPTION D-2198 22 9'-6 115KV BUS SUPPORT 8'-0" PHASE SPACING t6"-0" MAXIMUM HEIGHT D-3034 1 17'-0 115KV BUS PEDESTAL HEIGHTS 14'-6" TO 19'-0" D-3034 1 9'-6 115KV BUS PEDESTAL HEIGHTS 14'-G" TO 19'-0' D-3052 8 9'-6 115KV BUS PEDESTAL HEIGHTS 8'-0" TO 14'-0" D-3151 3 16'-0 115KV 16FT SWITCH STAND 9 -0 PHASE SPACING WITH GROUNDING BLADE D-3414 1 17'-0 115KV BUS SUPPORT 9 -0" PHASE SPACING 16'-0" MAXIMUM HEIGHT D-5090 6 8'-0 115KV CAPACITOR VOLTAGE XFRM STAND TRENCH ELECTRIC TYPE TEV its D-5093 1 SUBSTATION CONTROL HOUSE D-5537 3 16'-0 115KV 16FT SWITCH STAND 9'-0" PHASE SPACING W/GROUNDING BLADE A POT XFRM MTG D-5724 3 35'-0 115KV DE STRUCTURE D-5725 3 35'-0 DEAD END STRUCTURE - ERECTION DIAGRAM D-6732 13 16'-0 115KV SWITCH STAND 9'-0" PHASE SPACING HEIGHTS 12' 6" TO 16'-0" D-6753 3 16'-0 �g5K0"SW7TgH gSTAONDPHASEOSPACING E E1T140 RA 0.E0-15012 . 151-0 x6TS 0-158,4 . 4'-D ::S.!ITY&JESS POST NOTES 1. ALL STRUCTURES ARE IDENTIFIED BY DRAWING NUMBER. 2. REFER TO STRUCTURE DRAWING FOR ASSEMBLY AND ERECTION INFORMATION. 3. STRUCTURES USING F3125 BOLTS SHALL HAVE A HARDENED WASHER INSTALLED UNDER EACH NUT, AND BE INSTALLED PER THE "TURN OF THE NUT" METHOD. 4. ANCHOR BOLT LEVELING NUTS SHALL BE SET AS CLOSE TO CONCRETE AS POSSIBLE WHEN SETTING STRUCTURES AND LEVELING BUS. 5. FOUNDATIONS ARE SHOWN WITH DASHED LINES FOR REFERENCE ONLY. SEE FOUNDATION PLAN. 6. UNLESS NOTED OTHERWISE, STRUCTURES SHALL BE GROUTED PER PSE STANDARD SPEC 8350.0100, GROUT, INSTALLATION. STRUCTURAL. (SEE STRUCTURE SCHEDULE FOR GROUT REQUIREMENT.) 7. SEE DRAWING D-5537 FOR PT MOUNTING BRACKETS ADDED DURING 193 CONSTRUCTION. SECURITY ACCESS POST O REFERENCE DRAWINGS D-10163 FOUNDATION PLAN R-417011 THIS DRAWING SUPERSEDES D-5426_01 WO NUNBER: 141005580 REVISION DESCRIPTION: INSTALL SECURITY CAMERAS AND ACCESS POSTS ENGINEER APPROVED 3 STRUCTURAL PLAN SHUFFLETON SUBSTATION PUGEDRAWING NO SOUND SUBSTATION • SOUND ENGINEERING D —2 08 9 7 ENERGY DEPARTMENT SHEET: 01 OF 01 :15, -0" CLASS: STR FILE NO: D-20897_01.dgn CODE: COMMENTS TYPE 9-6 TYPE 17-0 TYPE 8-0 TYPE 9-6 TYPE 17-0 4 COLUMNS 3 BEAMS 4 COLUMNS 3 BEAMS TYPE 16-0 MID 9997554 MID 9998433 MID 9998429 SHU C 6a 7 5 4 2 2 1 I I I STRUCTURE SCHEDULE DWG NO OTY HEIGHT DESCRIPTION D-2198 22 9'-6 115KV BUS SUPPORT 8'-0" PHASE SPACING t6"-0" MAXIMUM HEIGHT D-3034 1 17'-0 115KV BUS PEDESTAL HEIGHTS 14'-6" TO 19'-0" D-3034 1 9'-6 115KV BUS PEDESTAL HEIGHTS 14'-G" TO 19'-0' D-3052 8 9'-6 115KV BUS PEDESTAL HEIGHTS 8'-0" TO 14'-0" D-3151 3 16'-0 115KV 16FT SWITCH STAND 9 -0 PHASE SPACING WITH GROUNDING BLADE D-3414 1 17'-0 115KV BUS SUPPORT 9 -0" PHASE SPACING 16'-0" MAXIMUM HEIGHT D-5090 6 8'-0 115KV CAPACITOR VOLTAGE XFRM STAND TRENCH ELECTRIC TYPE TEV its D-5093 1 SUBSTATION CONTROL HOUSE D-5537 3 16'-0 115KV 16FT SWITCH STAND 9'-0" PHASE SPACING W/GROUNDING BLADE A POT XFRM MTG D-5724 3 35'-0 115KV DE STRUCTURE D-5725 3 35'-0 DEAD END STRUCTURE - ERECTION DIAGRAM D-6732 13 16'-0 115KV SWITCH STAND 9'-0" PHASE SPACING HEIGHTS 12' 6" TO 16'-0" D-6753 3 16'-0 �g5K0"SW7TgH gSTAONDPHASEOSPACING E E1T140 RA 0.E0-15012 . 151-0 x6TS 0-158,4 . 4'-D ::S.!ITY&JESS POST NOTES 1. ALL STRUCTURES ARE IDENTIFIED BY DRAWING NUMBER. 2. REFER TO STRUCTURE DRAWING FOR ASSEMBLY AND ERECTION INFORMATION. 3. STRUCTURES USING F3125 BOLTS SHALL HAVE A HARDENED WASHER INSTALLED UNDER EACH NUT, AND BE INSTALLED PER THE "TURN OF THE NUT" METHOD. 4. ANCHOR BOLT LEVELING NUTS SHALL BE SET AS CLOSE TO CONCRETE AS POSSIBLE WHEN SETTING STRUCTURES AND LEVELING BUS. 5. FOUNDATIONS ARE SHOWN WITH DASHED LINES FOR REFERENCE ONLY. SEE FOUNDATION PLAN. 6. UNLESS NOTED OTHERWISE, STRUCTURES SHALL BE GROUTED PER PSE STANDARD SPEC 8350.0100, GROUT, INSTALLATION. STRUCTURAL. (SEE STRUCTURE SCHEDULE FOR GROUT REQUIREMENT.) 7. SEE DRAWING D-5537 FOR PT MOUNTING BRACKETS ADDED DURING 193 CONSTRUCTION. SECURITY ACCESS POST O REFERENCE DRAWINGS D-10163 FOUNDATION PLAN R-417011 THIS DRAWING SUPERSEDES D-5426_01 WO NUNBER: 141005580 REVISION DESCRIPTION: INSTALL SECURITY CAMERAS AND ACCESS POSTS ENGINEER APPROVED 3 STRUCTURAL PLAN SHUFFLETON SUBSTATION PUGEDRAWING NO SOUND SUBSTATION • SOUND ENGINEERING D —2 08 9 7 ENERGY DEPARTMENT SHEET: 01 OF 01 :15, -0" CLASS: STR FILE NO: D-20897_01.dgn CODE: COMMENTS TYPE 9-6 TYPE 17-0 TYPE 8-0 TYPE 9-6 TYPE 17-0 4 COLUMNS 3 BEAMS 4 COLUMNS 3 BEAMS TYPE 16-0 MID 9997554 MID 9998433 MID 9998429 SHU C 6a 7 5 4 2 7 p I 4 3 E VEHICLE VERTICAL AND GATE POST HORIZONTAL RAIL SEE NOTE 7 BRAC ING� (TYP) 3" MAX - GATE FRAME 52 WW/DIAGONAL BRACING AS SHOWN SEE NOTE 11 VEHICLE GATE ELEVATION VEHICLE GATE HINGE (TYP 3 PLACES PER POST FOR VEHICLE GATES) FENCE FABRIC SEE NOTES 5 AND 6 VEHICLE GATE POST CONCRETE FOOTING. SLOPE TOP TO DRAIN AWAY FROM POST. SEE SCHEDULE (TYP) HEAVY DUTY INDUSTRIAL GATE LATCH PL 152 BY INTERNATIONAL SECURITY PRODUCTS (NOTE THAT LOCK HANGS D"""" GATE LATCH DETAIL NTS Lh 4'-8„ v: PEDESTRIAN GATE POST D SEE NOTE 8 3 PEDESTRIAN GATE HINGE ITYP) 3" MAX (TYP 2 PLACES PER POST SEE NOTE 3 - FOR PEDESTRIAN GATES) GATE STOP CENTER LOCKING BAR. (LOCKED 0" ABOVE (TYP)- HANDLE SHALL BE BE FITTED TO 2WITH ABOVE GRADE AND SHALL BE FITTED WITH STOPS WHICH WILL HOLD IT INEITHER THE LOCKED POSITION OR LIFTED POSITION. GATE STOP N GAIF FE LATCH VENT HOLE ISEE NOTE 15) TYP AT ALL WELDED JOINTS w FOR GALVANIZING PURPOSES �C i les \ CENTER GATE STOP. MUSHROOM / e OATS > ) TYPE STEEL ABLE IRON. WELD AND -I STOP LONG STEEL PIPE TO BOTTOM AND 'J ` SET IN CONCRETE FORMED WITH 10" SONO TUBE. TOP OF CONCRETE SHALL BE AT FINISHED GRADE PEDESTRIAN GATE POST ELEVATION. FOR PAVED DRIVEWAYS. ,C 2" CLR BETWEEN 7 CONCRETE FOOTING INSTALL BEFORE ASPHALT IS PLACE D• I I SLOPE AWAY FROM POST, BOTTOM OF GATE '1 S' SEE SCHEDULE (TYP) AND FINISH STATION GRADE GATE STOP DETA I L 4 NTS PEDESTRIAN GATE ELEVATION LW SECURE BARBED WIRE TO /$ o ARM AND FENCE SO THAT yy''CC IT CANNOT BE LIFTED OFF /fps LINE/CORNER POST SEE NOTES 9 AND 10. STATION MAX. SPACING BETWEEN SIDE TENSION WIRE POSTS SHALL BE 10-FT o i- FINISHED STATION GRADE FINISHED TOP OF BASE STATION GRADE (REF) SEE COURSE (REF) t77 Q VIEW-Arr VIEW -A VA a m PLACE YARD COURSE SURFACING SO S CORNER/LINE POST CO IF THAT NO GAP EXISTS BETWEEN BOTTOM '> SLOPE TOP TO DRAIN OF FENCE FABRIC AND TOP OF ROCK SEE SCHEDULE (TYP.) A TYPICAL CHAIN LINK FENCE SECTION HINGE CO. BUTT HINGE, W/180' OR EQUAL. NGES 3 PLACES EACH HINGE (TYP) SEE NOTE 4 FOR FINISH. VEHICLE GATE HINGE DETAIL NTS CENTER PIN LOCKING PLATE, SEE DETAIL 7. PREVENTS LIFTING THE CENTER LOrVTMr. BAR WHEN THE GATE IS THE CLOSED POSITION. AND TACK WELD TO GATE FRAME IN 4 SPOTS. HEAVY DUTY GATE HINGE 1 BY HOOVER FENCE CO. (MALLEABLE IRON BUTT HINGE. PART NO. BHM-4 W/1800 HINGE ADAPTER) OR EQUAL. ll�= TAC WELD GATE HINGES 3 PLACES EACH HINGE (TYP) SEE NOTE 4 FOR FINISH. PEDESTRIAN GATE HINGE DETAIL NTS WEEN GATE AND FINISH STATION GRADE 2" BR 1/8x2x6 ` FIELD DETERMINE HEIGHT 6" PL 1/8x3x5 3/8"e HOLES TI M I I I 1/8 CENTER PIN LOCKING PLATE 7 NTS 1 DUCK BILL GATE KEEPER POST CAP POST 2"(23/a' OD) SCH 80 PIPE FINISH GRADE VEHICLE GATE DETAIL (""5� GATE KEEPER DETAIL NTS - NTS - (TO HOLD GATE OPEN) THE WORK SHOWN ON THIS DRAWING SHALL BE IN ACCORDANCE WITH THE FOLLOWING PSE STANDARDS 1275.1130 CONCRETE, STRUCTURAL 8350.2200 CONCRETE INSTALLATION 1025.8340 STEEL, STRUCTURAL GENERAL NOTES: SPECIFICATIONS: AJSC (LATEST) MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST) STEEL STRUCTURAL TUBING, ASTM A501, FY 36 ksi (LATEST) WELDS: PER AWS D-1.1 (LATEST) FINISH: GRIND SMOOTH ALL BURRS AND SHARP EDGES SURFACE COATING: HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53 (LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED, WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED FOLLOWED BY A FINAL ZINC RICH PRIMER COATING. REFERENCE DRAWINGS & SPECIFICATIONSCGEADSTANDARD D SECT 02831 CHAIN LINK FENCING & GATES. CIVIL SPECIFICATIONS CONCRETE FOOTING SCHEDULE FOOTING DEPTH (SEE NOTE 13) FOOTING DIAMETER VEHICLE GATE POST 3'-B" MIN 18" MIN VEHICLE GATE POST'W/SLATS 4'-0" MIN 24" MIN CORNER/LINE POST 3'-6" MIN 12" MIN CORNER/LINE POST W/SLATS 3'-8" MIN 18" MIN PEDESTRIAN GATE POST 3'-8" MIN 18" MIN NOTE: CONCRETE FOOTING F'c = 2,500 PSI. I I e I T q .4gn TO BE INSTALLED ON ALL VEHICLE GATES, SEE NOTE 16 FIELD LOCATE - 2 PLACES GATE AND FENCE NOTES 1. GATE CORNER POSTS ARE TO HAVE 900 HINGES (NO 180' ADAPTER REQUIRED). 2. GATE NON -CORNER POSTS ARE TO HAVE 180' HINGES (180' ADAPTER REQUIRED). 3. GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME. 4. GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK COATED TO REPAIR GALVANIZING. 5. FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 2" MESH SIZE. 6. FENCE F.JBRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 31/2" X 5/z MESH SIZE. 7. VEHICLE GATE POST SHALL BE 6-INCH STANDARD (6.625-INCH O.D.). WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7-FT HIGH GATES. 8. PEDESTRIAN GATE POST SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D.. WEIGHT 9.11 LB/FT) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. S. LINE POSTS WITH SLATS SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D.. WEIGHT 9.11 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 10. LINE POSTS WITHOUT SLATS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D., WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 11. VEHICLE AND PEDESTRIAN GATE FRAMES SHALL BE 1.5-INCH STANDARD (1.90-INCH D.D.. WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE. 12. FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25-INCH STANDARD (1.66-INCH O.D.. WEIGHT 2.27 LB/LF) OR LARGER STEEL PIPE. R-4 O Z 13. FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE. 14. BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED TO PREVENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE OF THE SECURED AREA. 15. ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF RAIL AS CLOSE TO THE WELD AS POSSIBLE. 16. ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN, PER DETAIL 6, THIS SHEET. REVISION DESCRIPTION: WO NUMBER: ADDED LOCKING PLATE FOR CENTER C H A I N L I N K F E N C I N G LOCKING BAR SECTIONS AND DETAILS 11DATE PUGET SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D-18381 REV) 2 CAD 97.'I�pt.4L c1,/1$/1 ENGINEER / / SHEET: 1 OF 1 REVIEWED / / SCALE: NONE CLASS: SITE FILE NO: APPROVED ERRY (o/ le/I CADD NO: D-18381-Ol.egn CODE: 3 2 D 6 I 7 1 6 1 5 SOUTHPORT OFFICE CAMPUS 4 3 2 E A rc F1 0 N EXISTING BUILDING TO REMAIN PROPOSED RETAINING II WALL (BY OTHERS) II EXISTING RETAINING II WALL TO REMAIN 11 II REMAIN BOUNDARY 40 • a Know what's below. Call before you dig. EXISTING OFF —SITE EXISTING OFF —SITE PERIMETER BUFFER FIRE HYDRANT CONSISTING OF DECIDUOUS AND (LOCATION EXISTING OFF —SITE CONCRETE (6) EXISTING TREES APPROXIMATE) RETAINING WALL WITH RAILING. OFF —SITE BETWEEN CONIFEROUS TREE MIX. TREE Q RETAINING WALL AND LOCATIONS ARE APPROXIMATE PROPERTY PROPERTY BOUNDARY (TYP) BOUNDARY FENCE \per 2.2 II 23—_---------- II / / PROPOSED El.II , — — # II 'VEHICULAR ACCESSH# II CORRIDOR (TYPICAL) E II El El El El El El El 43 II � II p II I u t----•• E -••I I .. I I ..0"t: I I..I .. I .. I .. '' I uI .. I I .. I .. I.. I ��----I�----p� El El II El # I EAST GATE ENTERANCE �f SHUFFLETION (TYP) _ SUBSTATION p I WEST GATE ENTRANCE \ I —24— I PROPERTY — BOUNDARY 20 o zo 4o e0 NORTH GRAPHIC SCALE (IN FEET) 947 CURRENT PLANNING Clark Close 07/21/2021 15' TYPE II h 00' P_ BOUNDARY I I I I� I DAVID EVANS ANDASSOCIATESINc. IN 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 Phone: 425.519.6500 TOP OF WALL IS APPROXIMATELY 6 FEET ABOVE FINISHED GRADE ON SUBSTATION SITE. 5 FOOT PERIMETER GRAVEL ACCESS PATH (BY OTHERS) (TYP) EXISTING OFF —SITE PERIMETER BUFFER CONSISTING OF MIXED CONIFEROUS TREES. TREE LOCATIONS ARE APPROXIMATE I i EXISTING BLOCK WALL WO NUMBER: 141005363 REVISION DESCRIPTION: ORIGINAL USE CONSTRUCTION NOTES OUNIFORMLY CLEAR AND GRUB PROPOSED PLANTING BED AREAS. (I)PREPARE PLANTING BED PER DETAIL 6, SHEET 2 O INSTALL TREES, SHRUBS AND GROUNDCOVER'S PER PLANTING DETAILS, SHEET 2 4O INSTALL 3" UNIFORM DEPTH BARK MULCH PER PLANTING DETAILS, SHEET 2 OINSTALL 3" UNIFORM DEPTH HOG FUEL GENERAL NOTES 1. SEE LANDSCAPE PLANT SCHEDULE FOR PLANT SYMBOLS, AND PLANTING DETAILS, SHEET 2 2. SEE PLANTING NOTES SHEET 3 3. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A PERMANENT WATER EFFICIENT IN —GROUND IRRIGATION SYSTEM, SEE IRRIGATION PLAN, D-20899, SHEET 1 AND 2 LEGEND: — EXISTING OFF —SITE EVERGREEN TREE 0 — EXISTING ON —SITE DECIDUOUS TREE — PERIMETER GRAVEL PATH ® — HOG FUEL MULCH — GROUND COVER R-417013 CADD 1 GREGORY KING LAND ARCH JON GAGE REVIEWED LANDSCAPE PLAN SHUFFLETON SUBSTATION WGFF SUBSTATION DRAw1Ns N SOUND ENGINEERING D-2089 ENERGY DEPARTMENT SHEET: 1 OF 3 1"=20'-0" CUSS: SITE n NO: D-20999J11.Dw3 C( SHU i 8 1 7 I 5 4 3 2 1 1 E A rc w n LANDSCAPE PLANT SCHEDULE O� O— RnTAWKAI NAME r Av MMAuc sMfc Ayvm RPA(ldn nIIAMT RFLAARKR TREES PINUS CONTORTA SHORE PINE 6' HT. MIN. B&B AS SHOWN 2 SINGLE LEADER, WELL -BRANCHED TO TOP THUJA PLICATA 'EXCELSA' EXCELSA WESTERN RED CEDAR 6' HT. MIN. B&B AS SHOWN 9 SINGLE LEADER, WELL -BRANCHED TO TOP TAXUS BACCATA' ERECTA' SHRUBS IRISH YEW 6' HT. MIN. B&B AS SHOWN 46 SINGLE LEADER, WELL -BRANCHED TO TOP ACER CIRCINATUM VINE MAPLE 48" HT. MIN. 5 GAL. AS SHOWN 8 MULTI -STEMMED AMELANCHIER ALNIFOLIA SERVICEBERRY 48" HT. MIN. 5 GAL. AS SHOWN 14 MULTI -STEMMED BERBERIS THUNBERGII JAPANESE BARBERRY 36" HT. MIN. 5 GAL. 4'-5' O.C. 23 FULL, WELL BRANCHED, LAYOUT PER PLAN MAHONIA AQUIFOLIUM 'COMPACTA' COMPACT OREGON GRAPE 18" HT. MIN. 2 GAL. 4'-5' O.C. 49 FULL, WELL BRANCHED PRUNUS LAUROCERACUS 'OTTO LUYKEN' OTTO LUYKEN ENGLISH LAUREL 18" HT. MIN. 2 GAL. AS SHOWN 21 FULL, WELL BRANCHED VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM 18" HT. MIN. 2 GAL. AS SHOWN 21 FULL, WELL BRANCHED GfiOLI DCOVER ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 10" MIN. I GAL. 24" O.C. 1,204 TRIANGULAR SPACING, SEE 'WOODS RED' SPREAD TYPICAL LAYOUT DETAIL HOG FUEL 3" DEPTH 49 CY ROOT CROWN 2"-4" ABOVE PLANTING SOIL GRADE (2) 2"x2"x8' HARDWOOD STAKES LOCATED EQUIDISTANTLY OUTSIDE MULCH RING AND PLANTING PIT. LOCKING TREE TIE (ALLOW SOME SLACK IN TIE) 3" BARK MULCH, HOLD BACK 2"-3" FROM MAIN STEM 3" HIGH RIM BERM yI:IF9:IH3_1r1a REMOVE ALL BURLAP AND WIRE BASKET FROM BROOTURLAP BALL Acr�AMENDED SOIL EXISTING SUBGRADE FIRMLY HAND COMPACT 3" MOUND BELOW ROOTBALL \ I EVERGREEN TREE PLANTING �J NOT TO SCALE CONTINUOUS OUTER ROW AT X FEET ON CENTER. 1/2 X FEET SETBACK FROM EDGE OF ® ® ® ® PLANTING BED WITH TRIANGULAR SPACING INSIDE BED (TYP) IN�j® EDGE OF PLANTING BED OR E���AVEMENT ���i FOR����//n _ 1/2 X (TYP.) PLANTING SPACING C X = SPACING (SEE LANDSCAPE PLANT SCHEDULE ) E) =ACTUAL PLANT LOCATIONS PREVAILING WIND DIRECTION W p v�p ROOT CROWN 2'ABOVE T PLANTING SOIL GRADE jL-1`(Cj>v (2) 2"x2"x8' HARDWOOD STAKES LOCATED EQUIDISTANTLY OUTSIDE Il MULCH RING AND PLANTING PIT. LOCKING TREE TIE (ALLOW SOME SLACK IN TIE) STAKING PLAN 3" BARK MULCH, HOLD 2"-3" FROM MAIN SBACK TEM 3" HIGH RIM BERM rFINISH GRADE O mill 1I - REMOVE ALL BURLAP AND WIRE iF JII K BASKET FROM ROOT BALL s�W 'II AMENDED SOIL r III 1 `�Irll FERTILIZER MIN. 2 X EXISTING SUBGRADE ROOT BALL FIRMLY HAND COMPACT 3" MOUND BELOW ROOTBALL COLUMNAR EVERGREEN TREE PLANTING FINISH GRADE PLACE 6" TOPSOIL INCO11�/LSOIL 1/��G INTOR6"EXISTING PORATE PSOIL III —I I I� I I —III —III —III —III —ICI IL —I - 11 III =1 1 1 1 Im" EXISTING SUBGRADE 6 PLANTING SOIL PREPARATION NOT TO SCALE CURRENT PLANNING O Clark Close 07/21/2021 ROOT CROWN 1"-2" ABOVE AMENDED SOIL GRADE 3" BARK MULCH, HOLD BACK 2"-3" AWAY FROM MAIN STEM 3" HIGH RIM BERM FINISH GRADE AMENDED SOIL FERTILIZER EXISTING SUBGRADE FIRMLY HAND COMPACT 3" MOUND BELOW ROOTBALL 3 SHRUB PLANTING OSCALE DAVID EVANS Q ANoASSOCIATES INC. 0 14432 SE Eastgale Way, Suite 400 Bellevue Washington 98007 Phone: 425.519.6500 WO NUMBER: 141005363 RENSION DESCRIPTON: ORIGINAL USE CADD IGREGORY ENGINEER IJON GAGE REVIEWED GROUND COVER PLANTS 3" BARK MULCH F F F F F F FINISH GRADE NOTE: PLANTING SOIL LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D = AS NOTED ON PLANTING SCHEDULE. r EDGE OF PAVING. SIDEWALK. WALL, OR CURB 1/2 • • • • • D D D • D • • 4 GROUND COVER PLANTING NOT TO SCALE 4 Know what's below. Call before you dig. LANDSCAPE PLANT SCHEDULE AND PLANTING DETAILS SHUFFLETON SUBSTATION PI/GET SUBSTATION SOUND ENGINEERING ENERGY DEPARTMENT cuss: SITE No: D-20898-020W0 SHU i 6 1 7 I 5 4 3 2 E LANDSCAPE NOTES GENERAL 1. ALL WORK SHALL BE DONE AS SHOWN IN THE DRAWINGS AND IN CONFORMANCE WITH THE PUGET SOUND ENERGY (PSE) GENERAL PROVISIONS AND STANDARD LANDSCAPE SPECIFICATIONS FOR THIS PROJECT. THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS SHOULD THEY CONFLICT. SITE PREPARA77ON 1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLS IN CONFORMANCE WITH THE PROJECTS STORMWATER POLLUTION PREVENTION PLAN. 2. A PRECONSTRUCTION MEETING BETWEEN THE OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL OCCUR PRIOR TO CONSTRUCTION. 3. ALL EXISTING UNDERGROUND POWER LINES SHALL BE LOCATED AND FLAGGED BY CONTRACTOR PRIOR TO ANY EARTH WORK IN THE PLANTING AREAS. 4. CLEAR AND GRUB EXISTING VEGETATION IN AREAS TO BE PLANTED WHERE SHOWN ON THE PLAN. 5. GRUB TO A DEPTH SUFFICIENT TO REMOVE ALL LARGE ROOTS, ROOT CROWNS, AND OTHER VEGETATIVE MATERIAL. ALL VEGETATIVE MATERIAL SHALL BE REMOVED FROM SITE. MANUALLY CLEAR AND GRUB ONLY AROUND TREES TO REMAIN IN ORDER TO MINIMIZE DAMAGE TO ROOT SYSTEM. PSE REPRESENTATIVE SHALL APPROVE METHOD. 6. WHERE SHOWN ON THE PLANS, PLANTING BEDS SHALL BE AMENDED WITH 6" OF D TOPSOIL TILLED INTO 6" OF EXISTING SOIL TO FINISHED GRADE. SOIL AMENDMENT SHALL BE 3—WAY MIX TOPSOIL CONSISTING OF 607 TOPSOIL, 20% SANDY LOAM AND 20% COMPOST BY VOLUME PASSING A 1/2" SCREEN. (TOPSOILS NORTHWEST OR APPROVED EQUAL). REMOVE EXCESS EXISTING SOIL AND ALL ROCKS OR ANY OTHER MATERIAL GREATER THAN 2" (IN ANY DIMENSION) AND DISPOSE OFF —SITE. COMPACT BETWEEN 75% AND 807m OWNER'S REPRESENTATIVE SHALL APPROVE PRIOR TO PLANT INSTALLATION. f] W N M A E w 7. RAKE PLANTING BED AREAS TO A SMOOTH, UNIFORM SURFACE WI►7111 dF64,7AVArm 0 1. ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERY LANDSCAPE ASSOCIATION (ANLA) STANDARDS FOR NURSERY STOCK (ANSI Z 60.1-2004) FOR GRADE AND SIZE UNLESS NOTED OTHERWISE ON PLAN. 2. SUBSTITUTIONS SHALL BE AUTHORIZED BY THE OWNER'S REPRESENTATIVE. IF PLANTS ARE NOT AVAILABLE, SUBMIT SUBSTITUTIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL. 3. PLANT MATERIALS SHALL BE INSPECTED AT THE NURSERY, OR PROJECT SITE, BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. INSPECTION MAY INCLUDE, BUT NOT LIMITED TO, APPROPRIATE NUMBER OF TRUNKS FOR THE SPECIES; CROWN; HEALTH AND VIGOR; ROOT STRUCTURE AND VIGOR. 4. IN THE EVENT OF VARIATION BETWEEN THE PLANT SCHEDULE AND THE NUMBER OF PLANTS SHOWN ON THE PLANS, THE PLANS SHALL CONTROL. S. THE CONTRACTOR SHALL VERIFY THAT PLANT INSTALLATION CONDITIONS ARE SUITABLE WITHIN PLANTING AREAS. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY UNSATISFACTORY CONDITIONS AND ADDRESS THEM PRIOR TO START OF PLANTING. BEGINNING OF WORK CONSTITUTES VERIFICATION THAT CONDITIONS ARE SATISFACTORY. 6. THE CONTRACTOR SHALL PROVIDE LANDSCAPE AS —BUILT DRAWING MARKUPS LEGIBLY MARKED TO RECORD ACTUAL INSTALLATION. DRAWINGS SHALL INDICATE PLANT LOCATIONS REFERENCED TO PROJECT IMPROVEMENTS. IDENTIFY FIELD CHANGES AUTHORIZED BY OWNER'S REPRESENTATIVE. LANDSCAPE DRAWING SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE AT SUBSTANTIAL COMPLETION WALK THROUGH. PLANTING /NSTALLAAON 1. OWNER'S REPRESENTATIVE SHALL APPROVE THE METHOD AND LAYOUT OF PLANTING IN THE PLANTING AREAS PRIOR TO PLANT INSTALLATION. 2. ALL TREES AND SHRUBS IN THE PLANTING AREAS SHALL BE INSTALLED PER THE PLANS AND AS SHOWN IN THE PLANTING DETAILS. 3. ADD GRANULAR 14—MONTH SLOW RELEASE, HIGH NITROGEN FERTILIZER (OSMOCOTE 14-14-14 OR APPROVED EQUAL) TO SHRUB AND TREE PITS PRIOR TO BACKFILL. APPLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. APPLY PRE —EMERGENT HERBICIDE (SNAPSHOT OR APPROVED EQUIVALENT) TO ALL NON —WETLAND BUFFER PLANTING BEDS PER MANUFACTURER'S WRITTEN INSTRUCTIONS FOR WEED CONTROL. PRIOR TO BARK MULCH APPLICATION. 5. DRESS ALL PLANTING AREAS UNIFORMLY WITH 3" OF MEDIUM BARK MULCH AS SHOWN AND THE PLAN. SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. BARK MULCH SHALL BE DERIVED FROM DOUGLAS FIR, PINE, OR HEMLOCK, MEETING THE FOLLOWING LOOSE VOLUME GRADATION. SCREEN PERCENT PASSING MIN. MAX. 0 100 2" 95 30 6. AN AUTOMATIC WATER —EFFICIENT IRRIGATION SYSTEM SHALL BE INSTALLED PER THE IRRIGATION PLAN. WARRANTY 1. THE CONTRACTOR SHALL WARRANT ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS AND MATERIALS DURING INSTALLATION AND THE WARRANTY PERIOD. 2. CONTRACTOR SHALL WARRANT ALL PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY DURING THIS PERIOD. THE CONTRACTOR SHALL REPLACE ALL DEAD OR UNHEALTHY PLANTS, PER PLANS AND AS IDENTIFIED BY THE OWNER'S REPRESENTATIVE DURING THE ONE YEAR WARRANTY INSPECTION. 3. CONTRACTOR SHALL SCHEDULE FINAL WARRANTY INSPECTION WITH OWNER'S REPRESENTATIVE WITHIN ONE MONTH PRIOR TO END OF WARRANTY PERIOD. MAINTENANCE 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR LANDSCAPE MAINTENANCE FROM FINAL ACCEPTANCE THROUGH THE WARRANTY PERIOD. MAINTENANCE SHALL OCCUR AS FOLLOWS: NOVEMBER — FEBRUARY = ONE VISIT PER MONTH; MARCH — MAY = TWO VISITS PER MONTH; JUNE — AUGUST = WEEKLY; SEPTEMBER — OCTOBER = TWO VISITS PER MONTH. 2. MAINTENANCE WILL OCCUR IN ALL AREAS BETWEEN THE PROPERTY BOUNDARY AND THE SUBSTATION FENCE. MAINTENANCE WILL INCLUDE: LITTER PICK UP, FERTILIZER, WEEDING, SPRAYING, RE —SETTLING, AND STAKING OF UNSTABLE PLANTS INCLUDING PLANTS THAT HAVE BEEN BLOWN OVER, AND OTHER MAINTENANCE NECESSARY TO ASSURE HEALTHY PLANT GROWTH THROUGHOUT THE WARRANTY PERIOD. 3. ALL PLANT MATERIALS SHALL BE IRRIGATED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND UNTIL FINAL ACCEPTANCE. THE OWNER WILL BE RESPONSIBLE THEREAFTER. ALL PLANTS SHALL RECEIVE AT LEAST ONE INCH OF WATER PER WEEK DURING THE FIRST GROWING SEASON (MAY 15 TO OCTOBER 15). CURRENT PLANNING O Clark Close 07/21/2021 DF WAS R�GZHANCe/ 0 .a .n.� Q 7iQ s6�EXP. 03I'�`�\S 304 PE A DAVID EVANS ANDASSOCIATES INC. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 Phone: 425.519.6500 WO NUMBER: 141005363 REMSION DESCRIPTION: ORIGINAL USE CADD GREGO ENGINEER JON G, REVIEWED APPROVED NO. Know what's be ow. Call before you dig. LANDSCAPE NOTES SHUFFLETON SUBSTATION PUGET SUBSTATION SOUND ENGINEERING ENERGY DEPARTMENT CLASS: SITE SHU 6 1 7 6 1 5 4 ■ 2 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 HOM E I] rc w F1 N w SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY ® ® ® HUNTER MP STRIP PROS-12-PRS40-CV 34 LIST RST SST SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP, ON PRS40 BODY. 1j4„ ®0 00 HUNTER MP815 PROS-12-PRS40-CV 48 z• 4 SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, tY4• y` PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. 3 1 r M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE Yz' 1a.3 I , AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC ON PRS40 BODY. SYMBOL MAN U FACTU RER/MODEUDESCRIPTION QTY RAIN BIRD FEB 3 1-1/2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 0 RAIN BIRD 44-LRC 1 1" BRASS QUICK -COUPLING VALVE, WITH STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. Z SHUT OFF VALVE 3 BRASS BALL VALVE SIZED TO MATCH LINE MV RAIN BIRD EFB-CP 1-1/2" 1 1-1/2" BRASS MASTER VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION. z DRAIN VALVE 1 MANUAL GATE VALVE, BRASS, SIZED TO MATCH LINE APOLLO VALVES 3610701 1 PRESSURE LIMITED TO 70.64 PSI PRESSURE REDUCING VALVE, SINGLE UNION NPT CONNECTION, SIZE 1-1/211, 25-75 PSI PRESSURE RANGE, BRONZE ASTM B584 BODY CONTRACTOR TO PROVIDE 120 VAC POWER TO BF WATTS 007 1-1/2" 1 CONTROLLER AND VERIFY CONTROLLER LOCATION MAX. FLOW RATE IS 7.5 FT/S. © RAIN BIRD ESP12LXMEF 1 12 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING 2 1 IN,Yi Cl1 FS RAIN BIRD FS1 1Yz' zo.s 1 2 1yz, 2 3 2' D 1y+" z. 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, y. SITECONTROL, AND ESP-LXD CENTRAL CONTROL Y' SYSTEMS. BRASS MODEL. SUGGESTED OPERATING 4 ° 1Yd' 1Y°• RANGE OF 4.0 GPM TO 80.0 GPM. SENSORS SHOULD BE Yi I --- — FS Ya" . 1. 3S' 30'. Y' 1. �.. 1Yi BF Y'" Y' 1'4' -ye Yi 3/a- Y4" 21 WATER METER 1" 1 NEW 1.0" METER IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,029 L.F. OONStRUCTION NOTES Qi INSTALL SCHEDULE 40 MAINLINE PIPE PER DETAIL 6, SHEET 2. PIPE SIZE AS SHOWN ON PLAN. O2 INSTALL SCHEDULE 40 PVC LATERAL PER DETAIL 6, SHEET 2. PIPE SIZE AS SHOWN ON PLAN. O INSTALL IRRIGATION SLEEVE PER DETAIL 5, SHEET 2. O4 INSTALL BALL VALVE PER DETAIL 4, SHEET 2. O INSTALL QUICK COUPLING VALVE PER DETAIL 9, SHEET 2. O INSTALL AUTOMATIC CONTROL VALVE PER DETAIL 3, SHEET 2. 1. THE IRRIGATION PLAN IS DIAGRAMMATIC. INSTALL MAINLINE, VALVES, PIPE, AND ASSOCIATED EQUIPMENT IN PLANTER BEDS AND WITHIN PROPERTY. 2. ENSURE IRRIGATION HEADS ARE ADJUSTED SO AS NOT TO DIRECT TOWARD BUILDINGS OR SPRAY ONTO THE BUILDINGS. 3. ENSURE IRRIGATION HEADS ARE ADJUSTED SO AS NOT TO CREATE SPRAY SHADOWS ON ADJACENT TREES AND SHRUBS. 20 0 20 40 860 0 NORTH GRAPHIC SCALE (IN FEET) GENERAL NOTES: 1. SEE IRRIGATION NOTES, SHEET 2. 2. SEE IRRIGATION DETAILS, SHEET 2. 3. SEE LANDSCAPE PLAN, SHEETS 1-3. CURRENT PLANNING O Clark Close 07/21/2021 POC IS NEW 1" METER TO BE CONNECTED AND INSTALLED BY CITY AND PAID BY OWNER DAVID EVANS ANDASSOCIATESINc. IN 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 Phone: 425.519.6500 IRRIGATION MAINLINE: PVC SCHEDULE 40 547.4 L.F. PIPE SLEEVE: PVC SCHEDULE 40 Valve Callout J__ Valve Number Valve Flow Valve Size WO NUMBER: 141005363 REVISION DESCRIPTION: ORIGINAL USE CADD 1 GREGORY KING ENGINEER JON GAGE REVIEWED 22.3 L.F. * CONTRACTOR TO VERIFY QUANTITIES R-417016 4 Know what's below. Call before you dig. IRRIGATION PLAN SHUFFLETON SUBSTATION �n PSI- , o . 1"=20'-0" NO: D-20899 01.M SUBSTATION ENGINEERING DEPARTMENT CLASS: SITE SHU 7 5 4 3 2 E A m W w IRRIGATION NOTES 1. ALL NEW LANDSCAPE AREAS SHALL HAVE AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM. THE SYSTEM HAS BEEN DESIGNED TO CONSERVE WATER. IRRIGATION SYSTEM WORK INCLUDES EXCAVATING, BACKFILLING, CONTROLLER, CONTROLLER VAULT, VALVES AND FITTINGS, PIPING AND FITTINGS, QUICK COUPLER VALVES, VALVE BOXES, AND ACCESSORIES, TESTING, AND WINTERIZING AND SPRING START UP. 2. THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM FLOW TOP OF OF 20.50 GPM AT A STATIC PRESSURE OF APPROXIMATELY 127 PSI. MULCH PRESSURE REDUCTION SHALL BE PROVIDED. 3. LOCATE ALL ABOVE AND BELOW GROUND UTILITIES AND PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INCURRED DURING, OR AS A RESULT OF, CONSTRUCTION OF IRRIGATION SYSTEM. 4.THE IRRIGATION PLAN IS DIAGRAMMATIC. INSTALL MAINLINE, VALVES, PIPE, CONTROLLER, AND ASSOCIATED EQUIPMENT WITHIN PLANTING BEDS AND ON PROPERTY. 5. INSTALL SYSTEM TO MEET ALL APPLICABLE CODES AND INSPECTIONS AND OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 6. INSTALL ALL MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND RECOMMENDATIONS. 7. PROVIDE ONLY NEW MATERIALS, WITHOUT FLAWS OR DEFECTS AND OF THE HIGHEST QUALITY OF THEIR SPECIFIED CLASS AND KIND FOR COMMERCIAL USE: A. PVC MAINLINE AND LATERAL PIPE SHALL BE CONSTRUCTED OF SCH. 40 PVC. ALL PIPES SHALL BE PERMANENTLY PRINTED WITH STANDARD PERTINENT INFORMATION. B. PVC FITTINGS SHALL BE SCHEDULE 80 RATED FOR MAINLINE AND SCHEDULE 40 RATED FOR LATERALS AND MEET ASTM D2466 STANDARDS AND SPECIFICATIONS. C. PVC NIPPLES SHALL BE SCHEDULE 80 RATED AND MEET ASTM D1785 REQUIREMENTS AND SPECIFICATIONS. ALL NIPPLES WILL HAVE TAPERED THREADS. D. JOINING MATERIALS USED SHALL BE MANUFACTURED BY I.P.S. OR APPROVED EQUIVALENT, AND SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND SAFETY RECOMMENDATIONS. E. THREADED CONNECTIONS (PVC) SHALL BE SEALED WITH TEFLON TAPE OR TEFLON PASTE. F. IRRIGATION SLEEVES SHALL BE SCHEDULE 40 PVC AND SIZED DOUBLE THE DIAMETER OF THE PIPE RUNNING THROUGH IT. G. ALL IRRIGATION WIRING TO BE "MULTISTRAND" WIRING. H. INSTALL RAINBIRD PEB—SERIES MASTER VALVE AT THE WATER METER. COORDINATE WITH OWNER. SEE DETAILS THIS SHEET. 8. CONTRACTOR SHALL NOTIFY ARCHITECT FOUR DAYS IN ADVANCE OF IRRIGATION PIPING COMPLETION. CONTRACTOR SHALL NOT BURY IRRIGATION PIPES AND COMPONENTS UNTIL A VISUAL INSPECTION HAS BEEN CONDUCTED AND HAS BEEN APPROVED BY THE ARCHITECT. MAINLINES SHALL BE UNDER PRESSURE AT TIME OF INSPECTION FOR A MINIMUM OF TWO HOURS PRIOR TO INSPECTION AND SHALL BE HOLDING PRESSURE WITHOUT VISUAL LEAKS. PIPING SHALL BE TRENCHED TO SPECIFIED DEPTH AND SAND BEDDED PER PLANS. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS/REVISIONS TO SYSTEM REQUIRED TO BRING SYSTEM INTO COMPLIANCE AT NO COST TO THE OWNER. 9. CONTRACTOR SHALL PERFORM A WATER COVERAGE TEST IN THE PRESENCE OF OWNER'S REPRESENTATIVE PRIOR TO INSTALLING PLANT MATERIAL. IF ANY PART OF THE SYSTEM IS INADEQUATE DUE TO DEVIATION FROM DESIGN AND/OR DUE TO NEGLIGENCE, POOR WORKMANSHIP OR MATERIALS, CONTRACTOR SHALL REPAIR/REPLACE IRRIGATION SYSTEM AT NO COST TO THE OWNER. 10. CONTRACTOR SHALL PROVIDE IRRIGATION SYSTEM RECORD DRAWINGS LEGIBLY MARKED TO RECORD ACTUAL INSTALLATION. DRAWINGS SHALL INDICATE HORIZONTAL AND VERTICAL LOCATIONS, REFERENCED TO PROJECT IMPROVEMENTS. IDENTIFY FIELD CHANGES OF DIMENSION AND DETAIL AUTHORIZED BY OWNER'S REPRESENTATIVE. IRRIGATION DRAWINGS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE AT SUBSTANTIAL COMPLETION OF WALK THROUGH. AN 11"X17" PLAN SHALL BE LAMINATED AND PLACED AT THE CONTROLLER LOCATION LEGIBLY SHOWING COLOR —CODED ZONES. 11. CONTRACTOR SHALL REVIEW ENTIRE SYSTEM WITH OWNER'S REPRESENTATIVE AND SUPPLY OPERATIONS MANUAL AND WARRANTIES. 12. WINTERIZATION: CONTRACTOR SHALL INSPECT SYSTEM, SHUTOFF AND DRAIN PIPE BETWEEN SHUTOFFS AND DOUBLE—CHECK VALVE AND BLOW OUT SYSTEM COMPLETELY BETWEEN OCTOBER 1 AND OCTOBER 15 DURING THE WARRANTY PERIOD FOR WINTERIZATION. CONTRACTOR SHALL PROVIDE INSTRUCTIONAL VIDEO FOR WINTERIZATION PROCEDURE. 13. SPRING STARTUP: CONTRACTOR SHALL INSPECT, PRESSURIZE SYSTEM, REPAIR LEAKS AND ANY FAULTY WORK, ADJUST AND PROGRAM CONTROLLERS AS NECESSARY BEFORE MARCH 31 FOR SPRING STARTUP. CONTRACTOR SHALL PROVIDE INSTRUCTIONAL VIDEO FOR SPRING STARTUP PROCEDURE. POLY VAULT WITH LOCKABLE UD DOUBLE CHECK VALVE ASSEMBLY NEW WATER METER AND CONCRETE METER BOX WITH READER LID (BY WATER DEPARTMENT) DIA. x 3" BRASS NIPPLE — — — — — - VALVE BOX WITH LOCKING LID. DIA. x 3" BRASS NIPPLE SYSTEM BLOW DOWN (1" QCV) POLY VAULT WITH TRAFFIC —RATED LOCKABLE LID rFINISH GRADE TOP OF MULCH _F_ POLY VAULT WITH LOCKABLE UD MASTER VALVE (REFER TO LEGEND) COMMON AND CONTROL WIRES TO CONTROLLER LOCATION e GRADE ^COMMON AND r CONTROL WIRES TO CONTROLLER LOCATION FLOW SENSOR MAINUNE �90' ELL `*PLUG( 10X PIPE DIAMETER (MIN.) PRESSURE REDUCING �I AIN� A S VALVECH. 40 PVC MAINLINE GRAVEL TEE WITH BUSHINGOUPLNG NIPPLE (�') NOTE ' NOTE: 1. ALL FITTINGS AND NIPPLES FROM METER THROUGH 1. ALL FITTINGS AND NIPPLES FROM METER THROUGH FLOW FLOW SENSOR SHALL BE SCH. 80 PVC OR BRASS; SIZE AND LENGTH AS REQUIRED OR AS NOTED. SENSOR SHALL BE SCH. 80 PVC OR BRASS; SIZE AND LENGTH AS REQUIRED OR AS NOTED. n DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE MASTER VALVE WITH FLOW SENSOR NOT 0 SCALE HARDSCAPE SURFACE BALL VALVE (LINE SIZE) CLEAN BACKFlLL AS REQUIRED. VALVE BOX (SIZE AS N A TO BE SET IN 6" UFTS. REFER REQUIRED) TO SPECIFICATIONS FOR SPECIFIC TOP OF < MATERIAL AND COMPACTION MULCH PVC THREADED REQUIREMENTS. MALE CONNECTION INSTALL UNDERGROUND UTIUTY UNE MAINLINE o� MARKING TAPE OVER MAINLINE irc LATERAL LINE WITH SLEEVE �o INSTALL UNDERGROUND UTILITY UNE z TRACE COPPER WIRE OVER MAINLINE iv PRESSURE MAIN LINE WITH SLEEVE II CLEAN SAND II I I IC ., CONTROL WIRES SLEEVE 1/2" MINUS WASHED GRAVEL (6" DEEP) 4 BALL VALVE NOT TO SCALE 3ON20"x12" IRRIGATION CONTROLLER ENCLOSURE CHANNEL STRUF 1-5/8" x 1-5/8" FINISHE GRADE GROUND RISER c 2'-6" (FAR SIDE) IA D SON0 TUBE TO METALCLAD SWITCHGEAR VAULT OR CONTROL CABINET D D D CHANNEL TO ENCLOSURE GROUND RISER (FAR SIDE) CONCRETE TO IRRIGATION SYSTEM NOTE: 1. RUN CONDUIT FROM ENCLOSURE THROUGH SLEEVE TO CISTERN PUMP. INCLUDE ESP COMMUNICATION CONNECTION TO MASTER VALVE TO ENSURE PROGRAMMABLE IRRIGATION CONTROL. IRRIGATION ENCLOSURE ON n CHANNEL STRUT SUPPORT CURRENT PLANNING 7 NOT TO SCALE Clark Close 07/21/2021 ' n NOTES: 1. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE. 2. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. 3. CLEAN BACKFlLL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. n IRRIGATION SLEEVING NOT TO SCALE FINISH GRF STREET EU PVC RISER AS REQUIR STREET ELI PVC TEE PVC LATER RnTnR Rnr 8 POP-UP SPRINKLER NOT TO SCALE wDAVID EVANS e ANDASSOCIATESINc. 14432 SE Eastgate Way, Suite 400 Bellevue Washington 98007 Phone: 425.519.6500 =1111 III CARSON VALVE BOX MODEI L1419 W/LOCKING UD & EXTENSION AS NECESSARY AUTO. VALVE 24" MIN. — WIRE LOOP VALVE — I.D. TAG #14 WIRE MULCH UNION LATERAL 400 SIZE G UTOMATIC CONTROL VALVE AND VALVE BOX NOT TO SCALE SOIL BACKFlLL -INISH GRADE - MULCH LATERAL PIPE UNE INSTALL UNDERGROUND UTILITY LINE TRACE COPPER WIRE OVER MAINLINE INSTALL UNDERGROUND UTILITY LINE MARKING TAPE OVER MAINLINE PVC MAINUNE CONTROL CABLES CLEAN SAND BED n TRENCH DETAIL V NOT TO SCALE BRASS QUICK -COUPLING VALVE TOP OF MULCH FINISH GRADE VALVE BOX WITH LOCKING LID 3" MINIMUM DEPTH OF 3/4"(-) WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REWIRED) TrPVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL NOTE: 1. FURNISH FITTINGS AND PIPING pVC MAINUNE PIPE NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPUNG VALVE PVC SCH 40 ELL INLET SIZE. PVC SCH 40 STREET ELL #4 REBAR WITH STAINLESS QUICK COUPLING VALVE STEEL CLAMPS (LENGTH AS 1 Q NEEDED FOR SUPPORT) \ " NOT TO SCALE WO NUMBER: 141005363 REVISION DESCRIPTION: ORIGINAL USE R-417017 Know w,rs below. Call before you dig. IRRIGATION NOTES AND DETAILS SHUFFLETON SUBSTATION CADD GREGORY KING 12 2020 �T SUBSTATION / SOUND ENGINEERING ENGINEER IJON GAGE 12/2020 ENERGY+ DEPARTMENT REVIEWED SCALE: 1"=20'-0" GLASS: SITE APPROVED I CADD NO: D-20899_01DWG SHU