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HomeMy WebLinkAboutTalbot_As-Built_1-22-2021 - HSL 7-20-21.pdfGENERAL NOTES PSE ENGINEERING CONTACTS CODY SPENCE 425-466-8946 ELECTRICAL PERMITTING 355 110TH AVE NE, BELLEVUE WA. 98004 PHONENAMEGROUP MANAGEMENT PROJECT MANAGEMENT CONSTRUCTION CIVIL EMAIL CONTROLS christopher.russell@pse.com cody.spence@pse.com SITE N.T.S.405 167 RENTON SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4 1SE S 116TH AVESES RD NOSNEBBENSONRD SP UGETDRSURVEY NOTES (CONTINUED) YUNG FU 425-922-1742 yung.fu@pse.com N AREA PLAN SURVEY NOTES GRAPHIC SCALE 1" = 200' 0200 200 400 800 1. 2.BASIS OF BEARING WASHINGTON COORODINATE SYSTEM, NORTH ZONE, NAD83 (NSRS 2011). 3.VERTICAL DATUM SOFTWARE VERSION 6.0.1. NOTE: NGVD 29 = NAVD 88 MINUS 3.5'. SOURCE - CORPSCON FOR WINDOWS CONVERSION NAVD 88 SITE BENCHMARKS4. 6.PROPERTY LINES 7.MONUMENT VISITAION 8.ENCUMBRANCES 9.UNDERGROUND UTILITIES 10.CONTOUR INTERVAL 1 FOOT 11.SUBSURFACE CONDITIONS SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. PURPOSES ONLY. PROPERTY CORNERS WERE NOT STAKED IN CONJUNCTION WITH THIS SURVEY. AVAILABLE PUBLIC RECORDS TOGETHER WITH LOCAL MONUMENT TIES AND ARE SHOWN FOR GRAPHIC THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED UPON READILY DECEMBER, 2008 UNLESS OTHERWISE INDICATED. ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, PRIVATE UTLITIY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS-BUILT AND REFERENCE DRAWINGS. UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A 12.1-800-424-5555 STATION, 87' S88°E FROM A CATCH BASIN AND 39' N77°E FROM A CATCH BASIN. ELEV = 438.63 FEET. DEA CONTROL POINT NO. 3008, A MAG NAIL AND "DEA CONTROL" WASHER IN THE TALBOT INTO THE SUBSTATION, 75' S36°W FROM POWER POLE 317326/166450. ELEV = 436.88 FEET. DEA CONTROL POINT NO. 3006, A •" REBAR WITH "DEA CONTROL" CAP AT THE TURN CHRIS RUSSELL ALISON KLIMA 206-914-8621 alison.klima@pse.com 425-766-3529 LEGAL DESCRIPTION PARCEL #202305-9003: PARCEL #202305-9066: POR WITHIN PSP&L CO 200 FT SHUFFLETON R/W SUBJ TO ESMTS TCO 17-802 SW‚ OF NE‚ LESS PORLY BET PSP&L CO 50 FT ESMT & BPA 200 FT ESMT LESS FOR TO ESMTS - TCO 17-741 OF SLY LN OF BONNEILLE TRANS LN ESMT R/W & ELY OF C OF S PIPE LN R/W SUBJ POR OF SE‚ OF NE‚ LY WLY OF C OF S PIPE LN R/W ALSO POR SD SUBD LY NLY AND ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED. CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE DATED 2008 USED FOR LAND DESCRIPTION 425-456-2556 DWG NO:SHT NO:TITLE: DRAWING LIST: SITE DATA: LOCATION: 2400 S PUGET DRIVE, RENTON WA 98055 Know what'sbelow. before you dig.Call R JEFF McMEEKIN jeff.mcmeekin@pse.com425-462-3824 BRAD STRAUCH bradley.strauch@pse.com 230KV CLR STATION SUBSTATION TALBOT HILL S. PUGET SOUND DR. BEACON WAY S. SWITCHYARD 230KV SWITCHYARD 115KV & ROADWAY CLR STATION SURVEY REFERENCE PUGET SOUND ENERGY FOR USE IN THIS WORK OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. SURVEY DATA PROVIDED BY REFERENCED SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER, 2015 IN SUPPORT SDS HSL HSL 01 11 21 01 11 21 01 11 21 D-19989 D-19988 D-19986 D-19985 D-19984 D-19983 D-19982 D-19980 1 1 1 1 1 1 1 2 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. SEE DRAWING D-19980 SHT 2 FOR ADDITIONAL CITY OF RENTON STANDARD PLAN NOTES. RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THEY MAY REQUIRE THE APPLICANT TO THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE CITY/COUNTY MAY REVOKE THE ORIGINAL DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH SHOULD THE CITY/COUNTY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN ENTERING ONTO PRIVATE PROPERTY. CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE TO ENFORCE THESE REGULATIONS. THE CITY/COUNTY REPRESENTATIVE SHALL PRESENT PROPER THE CITY/COUNTY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIRED LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL, AND ORDINANCES, REGULATIONS, OR REQUIREMENTS, OR STATE OR FEDERAL LAWS. CONTRACTOR WILL THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER ISSUANCE OF A SITE DEVELOPMENT PERMIT BY THE CITY/COUNTY DOES NOT IMPLY OR SIGNIFY DESCRIPTIONS AS NOTED ON THESE PLANS. OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REQUIRED BY THE CITY/COUNTY. COMPLETION OF THE WORK. B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY/COUNTY TO ASSURE SATISFACTORY A. OBTAIN A GENERAL PERMIT FROM THE CITY/COUNTY. BEFORE WORKING IN THE CITY/COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL: IS IN PROGRESS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY/COUNTY SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY/COUNTY. COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO ROAD STANDARDS UNLESS OTHERWISE NOTED. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE CITY/COUNTY PUBLIC OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS VERTICAL BUS STRUCTURE FOUNDATION PLAN CHAIN LINK FENCING SECTION AND DETAILS ACCESS ROAD PLAN, PROFILES AND SECTIONS GRADING AND FENCING PLAN, SECTIONS AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL PLAN CITY OF RENTON STANDARD PLAN NOTESTED-40-4117R-411701 C20000430 19980 3 NONE CLR TALBOT HILL SUBSTATION SITE PLAN AND GENERAL NOTES 1 2 AS-BUILT TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT C:\Users\bmohideen\OneDrive - POWER Engineers, Inc\Desktop\Work_From_Home\Talbot Hill MU for Basheer\D-19980_01.dgn01/21/2021 11:02 PM$USER$$$DGN$$CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D- DIRT ROAD 7/20/21 DWG NO:SHT NO:TITLE: DRAWING LIST: Know what'sbelow. before you dig.Call R BSM HSL HSL 01 11 21 01 11 21 01 11 21 SURFACE WATER STANDARD PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 18. 19. 20. 21. 17. 22. D-19989 D-19988 D-19986 D-19985 D-19984 D-19983 D-19982 D-19980 1 1 1 1 1 1 1 1 VERTICAL BUS STRUCTURE FOUNDATION PLAN CHAIN LINK FENCING SECTION AND DETAILS ACCESS ROAD PLAN, PROFILES AND SECTIONS GRADING AND FENCING PLAN, SECTIONS AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL PLAN SITE PLAN AND GENERAL NOTES CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL OCTOBER 1ST. MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 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 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 BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 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 ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 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. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 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 ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 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., ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. OR STORMWATER FACILITIES. 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, PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC 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 WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 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, DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 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 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 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- STORMWATER GENERAL PERMIT. REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET REGULATIONS (RMC 4-3-050). PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION CONTROL SHALL APPLY. NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, DURING CONSTRUCTION. CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN AND/ OR PAVEMENT. CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE PRIOR TO CONSTRUCTION. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY 227. 00. "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 2 - 4 INCH ROCK / 30 - 40% PASSING; AND 4 - 8 INCH ROCK / 40 - 70% PASSING; THE FOLLOWING SPECIFICATIONS: ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET BOTTOM OF THE DITCH. 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 ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 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 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. DISPLAY THE CITY LOGO. THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR THE CITY. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 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 THE OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE · · · · · ·TED-40-4117C20000430R-411702 19980 1 NONE CLR TALBOT HILL SUBSTATION SITE PLAN AND GENERAL NOTES 2 2 AS-BUILT TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT C:\Users\bmohideen\OneDrive - POWER Engineers, Inc\Desktop\Work_From_Home\Talbot Hill MU for Basheer\D-19980_02.dgn01/21/2021 11:02 PM$USER$$$DGN$$CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D- 7/20/21 443444NORTH-SOUTH BASELINE WEST-EAST BASELINE 425430435426427428429431432433434436437440 439 441 442 440 441442443444444 4 4 5 4454 4 3 443444 4444 4 6 447440 445 441442443444 440445 436436437437438438439441 442 443 444 446 ERER8' CLFW/BWWPROPERTY LINEFD 6" CONC MON WITH 1/4"BRASS PIN, 1.0' DOWN, 4"X4"CONC. WITNESS POST 2'NORTHWESTERLYDIRT ROAD20230590662023059066PRIVATE ACCESS ROADPROPERTY LINE-1.00% PAD CORNER FG 444.70 E 1304839.94 N 173685.31 END OF ALIGNMENT FG 443.75 E 1304926.30 N 173591.54 FENCE CORNER FG 444.65 E 1304915.00 N 173681.39 FENCE CORNER FG 444.65 E 1304845.01 N 173680.38 FENCE CORNER FG 442.85 E 1304917.60 N 173501.41 FENCE CORNER FG 443.52 E 1304916.63 N 173568.40 PAD CORNER FG 444.70 E 1304924.93 N 173686.53 FENCE CORNER FG 443.98 E 1304915.97 N 173614.40 CULVERT INLET FG 441.0 E 1305058.03 N 173343.63 -1.00% FENCE POST FG 443.75 E 1304893.30 N 173591.07 FENCE POST FG 443.75 E 1304846.31 N 173590.39 PAD CORNER FG 442.80 E 1304927.67 N 173496.55 1"= 20'-0" CLR TALBOT HILL SUBSTATION SECTIONS & DETAILS GRADING AND FENCING PLAN 1 1 TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19984_01-2010.DWG12/16/19SSANDERSModel CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D- REFERENCE DRAWINGS SHT NO: SHT NO:TITLE: D-19980 1 SITE PLAN AND GENERAL NOTES D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS D-19985 1 ACCESS ROAD PLAN, PROFILES AND SECTIONS D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS D-19988 1 FOUNDATION PLAN D-19989 1 VERTICAL BUS STRUCTURE -1.00% 290 291 291 HSL SDS HSL 430 440 450 430 440 450 0+00 1+00 1+35 430 440 450 430 440 450 0+00 0+40 430 440 450 430 440 450 0+00 1+00 2+00 2+40GRADE BREAK STA = 0+20.76ELEV = 442.58GRADE BREAK STA = 2+33.87ELEV = 437.369" BASE COURSE PER PSE SPECS. 1275.1310 4" YARD COURSE PER PSE SPECS. 1275.1330 4"9" (MIN.)UNDISTURBED NATIVE SOIL440438439441442442442442 440 441 442 443 444 445 443 443444446447448 440 439 441 CULVERT OUTFALL EG 438.00 E 1304971.88 N 173350.69 YARD SECTION (TYP.) N.T.S. SECTION A-A SECTION C-CSECTION B-B FENCE CORNER FG 442.85 E 1304847.60 N 173500.40 D-19980 2 CITY OF RENTON STANDARD PLAN NOTESTED-40-4117C20000430R-411705 PAD CORNER FG 442.80 E 1304842.68 N 173495.33 AS-BUILT 01 11 21 01 11 21 01 11 2185.00'10.00'70.00'5.00'190.00' 180.00' 67.00'70.00'16.00'23.00'23.00' NON-CONDUCTIVE FENCE PANELS, SEE D-19986 SHT. 1. TRAPEZOIDAL 40 60 FEET20100 1" = 20' Know what'sbelow. before you dig.Call R 19984 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR GRADING SLOPE ARROW PROPERTY LINE EXISTING FENCE SUBSTATION PAD LEGEND 290 BASELINE EXISTING OVERHEAD POWER NEW FENCEPROPERTY LINEGRADE BREAK STA = 0+21.66ELEV = 442.23GRADE BREAK STA = 1+11.80ELEV = 443.00CLR STATION PAD TOP OF PROPOSED EXISTING GRADE GRAVEL ROAD TOP OF PROPOSED EXISTING GRADE 0.00%0.00% 1 2 1 2 1 3 5'10' SUBSTATION FENCE -1.00% -1.00% EXISTING GRADE CLR STATION PAD TOP OF PROPOSED 1 2 1 2DRAINAGE SWALE 5' 5' SUBSTATION FENCE PROPERTY LINEEXISTING FENCE EXISTING SUBSTATION DRAINAGE DITCH16.00'NON-CONDUCTIVE FENCE PANELS, SEE D-19986 SHT. 1. EXISTING FENCE PRIVATE ACCESS ROADEXIST. DITCH CENTERLINE DRAINAGE SWALE ARMORED WITH CLASS A RIP RAP. SCALE:1"=20' (1"=5 VERTICAL)SCALE:1"=20' (1"=5 VERTICAL)SCALE:1"=20' (1"=5 VERTICAL) RIP RAP SPLASH PAD INLET INV. 439.75' OUTLET 3 INV. 435.10' 20 LF 24" HDPE N12 PIPE W/ TRASH RACK 7/20/21 4+940+001+002+003+00 4+00PC 0+02.95PC 1+76.80 PC 2+92.05PT 0+45.71PT 2+47.60PT 3+71.870+501+502+50 3+504+504434440+000+454354344364374 3 5 435 440 445445 450 450 436 43643 7 437438438439441442442443443443443444444 444444446446 447447 448 448449 449 4 4 5 445443 443444 4444 4 6 447440 445 44144 2443444 440445 436436437437438438439441 442 443 444 446 WPROPERTY LINE DIRT ROAD20230590662023059066PRIVATE ACCESS ROADPROPERTY LINE12" C900 PVC PIPE IE OUT = 438.5 12" C900 PVC PIPE WITH DEBRIS BARRIER IE IN = 439.5 40 60 FEET20100 1" = 20' 1"= 20'-0" CLR TALBOT HILL SUBSTATION PLAN & PROFILE ACCESS ROAD 1 1 TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT R:\PROJECTS\150680\DD\DWG\05 PHYS\TALBOT CIVIL SITE SHTS\DGN - CONVERTED\D-19985_01.DWG12/16/19SSANDERSModel CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D- 435 440 450 435 440 450 0+000+501+001+502+002+503+003+504+004+504+943.27% -1.58% 1.50% 0.54%GRADE BREAK STA = 0+00.00ELEV = 441.52GRADE BREAK STA = 0+15.00ELEV = 442.01GRADE BREAK STA = 1+00.00ELEV = 443.29GRADE BREAK STA = 4+15.00ELEV = 445.00GRADE BREAK STA = 4+94.00ELEV = 443.75GRAVEL ROAD TOP OF PROPOSED EXISTING GRADE ELEV = 442.91STA = 0+75.007.5' LEFT EXISTING GROUND 7.5' LEFT EXISTING GROUND 7.5' RIGHT EXISTING GROUND 7.5' RIGHT EXISTING GROUND AT CENTERLINE STA = 0+16.89 ELEV = 439.18 STA = 2+44.60 ELEV = 438.96 AT CENTERLINE DETAIL - ROAD SECTION N.T.S. 9" BASE COURSE PER PSE SPECS. 1275.1310 3" TOP COURSE PER PSE SPECS. 1275.1320 3"9" (MIN.)US 200 WOVEN GEOTEXTILE FABRIC BY US FABRICS OR EQUAL NATIVE COMPACTED SUBGRADE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR GRADING SLOPE ARROW PROPERTY LINE EXISTING FENCE SUBSTATION PAD LEGEND -1.00% 290 291 291 BASELINE EXISTING OVERHEAD POWER NEW FENCE HSL SDS HSL443444442442442 CENTER OF RADIUS E 1305068.51 N 173559.78 PC FG 441.65 E 1305003.66 N 173334.18 CENTER OF RADIUS E 1305053.62 N 173332.20 CENTER OF RADIUS E 1305093.32 N 173492.22 @ 3.5% SLOPE PVC CULVERT PIPE 85 LF 12" C900 IE OUT = 438.0 12" C900 PVC PIPE IE IN = 441.0 WITH DEBRIS BARRIER 12" C900 PVC PIPE 440438439 441441442 442443443444444 445 445 450 443 443 443 443 444 444 446 446447 447 448 448 449 CENTER OF RADIUS E 1305065.49 N 173364.15 @ 1.8% SLOPE PVC CULVERT PIPE 55 LF 12" C900 CULVERT OUTFALL EG 438.71 E 1305162.70 N 173532.05 CULVERT INLET EG 440.56 E 1305117.95 N 173500.08 REFERENCE DRAWINGS SHT NO: SHT NO:TITLE: D-19980 1 SITE PLAN AND GENERAL NOTES D-19982 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN D-19983 1 TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS D-19984 1 GRADING AND FENCING PLAN, SECTIONS AND DETAILS D-19986 1 CHAIN LINK FENCING SECTION AND DETAILS D-19988 1 FOUNDATION PLAN D-19989 1 VERTICAL BUS STRUCTURE ACCESS ROAD ALIGNMENT STA 0+00 TO 3+44 SCALE:1"=20' (1"=5 VERTICAL) 2D-19980 CITY OF RENTON STANDARD PLAN NOTES R-411706TED-40-4117C20000430AS-BUILT 01 11 21 01 11 21 01 11 21Know what'sbelow. before you dig.Call R 19985 ALIGNMENT CURVE TABLE CURVE # C1 C2 C3 RADIUS 50.00 50.00 75.00 LENGTH 42.76 70.80 79.82 CHORD DIRECTION N26° 46' 22.87"E N10° 42' 25.10"E N60° 20' 47.08"W 15'R25'R25' R25'R25'290 PROPERTY LINEPROPERTY LINE FENCE SEDIMENT PRIVATE ACCESS ROAD(LOCATION PER DRAWING) DRAINAGE DITCH ROAD SECTION SEE DETAIL FOR (LOCATION PER DRAWING) DRAINAGE DITCH 3:1 SLOPE 3:1 SLOPE1' MIN.3:1 SLOPE 3 7/20/21 STATION SIDE VIEW-A SEE VIEW-A FOOTING DIAMETER CORNER/LINE POST COURSE (REF) TOP OF BASE GRADE STATION FINISHED SEE SCHEDULE (TYP.) SLOPE TOP TO DRAIN AWAY FROM POST, CORNER/LINE POST CONCRETE FOOTING, GRADE (REF) STATION FINISHED SEE NOTE 12 RAIL BRACE, AND 6 SEE NOTES 5 FENCE FABRIC GATE AND FENCE NOTES CONCRETE FOOTING SCHEDULE8'-0"3'-8" MIN 3'-6" MIN (SEE NOTE 13) FOOTING DEPTH (TYP) SEE NOTE 7 GATE POST VEHICLE BRACING HORIZONTAL RAIL VERTICAL AND 3" MAX SEE NOTE 3 FOR FINISH. (TYP) SEE NOTE 4 3 PLACES EACH HINGE TAC WELD GATE HINGES FOR FINISH. (TYP) SEE NOTE 4 3 PLACES EACH HINGE TAC WELD GATE HINGES NOTE: CONCRETE FOOTING F'c = 2,500 PSI. SEE SCHEDULE (TYP) AWAY FROM POST, SLOPE TOP TO DRAIN CONCRETE FOOTING, VEHICLE GATE POST LOCK HANGS DOWN) PRODUCTS (NOTE THAT INTERNATIONAL SECURITY GATE LATCH PL 152 BY HEAVY DUTY INDUSTRIAL INSTALL BEFORE ASPHALT IS PLACED. ELEVATION. FOR PAVED DRIVEWAYS, SHALL BE AT FINISHED GRADE 10" SONO TUBE. TOP OF CONCRETE SET IN CONCRETE FORMED WITH LONG STEEL PIPE TO BOTTOM AND TYPE MALLEABLE IRON. WELD 12" CENTER GATE STOP, MUSHROOM GENERAL NOTES: 1275.1130 CONCRETE, STRUCTURAL 8350.2200 CONCRETE INSTALLATION 1025.8340 STEEL, STRUCTURAL BE IN ACCORDANCE WITH THE FOLLOWING PSE STANDARDS THE WORK SHOWN ON THIS DRAWING SHALL LOCKED POSITION OR LIFTED POSITION. WHICH WILL HOLD IT IN EITHER THE GRADE AND SHALL BE FITTED WITH STOPS HANDLE SHALL BE 1'-6" TO 2'-0" ABOVE CENTER LOCKING BAR. (LOCKED POSITION) SURFACE COATING: FINISH: WELDS: MATERIAL: SPECIFICATIONS: VEHICLE GATE POST FOLLOWED BY A FINAL ZINC RICH PRIMER COATING. WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED (LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED, HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53 GRIND SMOOTH ALL BURRS AND SHARP EDGES PER AWS D-1.1 (LATEST) STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST) STRUCTURAL STEEL, ASTM A36 (LATEST) AISC (LATEST) HINGE ADAPTER) OR EQUAL. (MALLEABLE IRON BUTT HINGE, BY HOOVER FENCE CO. HEAVY DUTY GATE HINGE HINGE ADAPTER) OR EQUAL. (MALLEABLE IRON BUTT HINGE, BY HOOVER FENCE CO. HEAVY DUTY GATE HINGE REFERENCE DRAWINGS & SPECIFICATIONS NTS GATE STOP DETAIL NTS HINGE DETAIL PEDESTRIAN GATE NTS HINGE DETAIL VEHICLE GATE NTS GATE LATCH DETAIL FOR VEHICLE GATES) (TYP 3 PLACES PER POST VEHICLE GATE HINGE - 5 2 - 1 - 2 - 3 - 4 - VEHICLE GATE ELEVATION GATE> (TO HOLD GATE OPEN) POST CAP 10"DIA2'-0"18"MINGATE KEEPER DUCK BILL (TYP) GATE STOP 8'-0"3'-10"2'-2"5"1'-0"STOP GATE STOP> GATE> LATCH HEIGHT DETERMINE FIELD SCH 80 PIPE POST 2"(2…" OD) FINISH GRADE 3" MAX, SEE NOTE 3 5"GRADE AND FINISH STATION BOTTOM OF GATE 2" CLR BETWEEN NTS VEHICLE GATE DETAIL - 5 - 1 - 4 - 6 NTS GATE KEEPER DETAIL TYPICAL CHAIN LINK FENCE SECTION OF FENCE FABRIC AND TOP OF ROCK THAT NO GAP EXISTS BETWEEN BOTTOM PLACE YARD COURSE SURFACING SO NTS 7 - LOCKING PLATE CENTER PIN 1.5"2" 6" 2"1.5"1"3"PL 1/8x3x5 BR 1/8x2x6 1/8 1/8 - 7 FRAME IN 4 SPOTS. AND TACK WELD TO GATE THE CLOSED POSITION. BOLT BAR WHEN THE GATE IS IN LIFTING THE CENTER LOCKING SEE DETAIL 7. PREVENTS CENTER PIN LOCKING PLATE, PER DETAIL 6, THIS SHEET. ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN, RAIL AS CLOSE TO THE WELD AS POSSIBLE. ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF OF THE SECURED AREA. TO PREVENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE. (1.66-INCH O.D., WEIGHT 2.27 LB/LF) OR LARGER STEEL PIPE. FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25-INCH STANDARD (1.90-INCH O.D., WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE. VEHICLE GATE FRAMES SHALL BE 1.5-INCH STANDARD WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE. LINE POSTS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D., WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7-FT HIGH GATES. VEHICLE GATE POST SHALL BE 6-INCH STANDARD (6.625-INCH O.D.), MAXIMUM UTLIzING ANC STEEL CLAMPS AS DIRECTED BY MANUFACTURER. NON-CONDUCTIVE FENCE TO BE 8'-0" HIGH STEEL POSTS @ 6'-0" ON CENTER FENCE FABRIC TO BE ANC 1.0-1.75 NON-CONDUCTIVE FENCE PANEL BY AMICO OR EQUAL. COATED TO REPAIR GALVANIZING. ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME. GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN GATE NON-CORNER POSTS ARE TO HAVE 180° HINGES (180° ADAPTER REQUIRED). GATE CORNER POSTS ARE TO HAVE 90° HINGES (NO 180° ADAPTER REQUIRED). 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. FIELD LOCATE - 2 PLACES , SEE NOTE 14VEHICLE GATES TO BE INSTALLED ON ALL FOR GALVANIZING PURPOSES TYP AT ALL WELDED JOINTS VENT HOLE (SEE NOTE 13) SEE NOTE 8. LINE/CORNER POST STD. PIPECAP (TYP.) SEE NOTE 9 AS SHOWN BRACING W/DIAGONAL GATE FRAME D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL SEE SCHEDULE (TYP) SLOPE AWAY FROM POST, CONCRETE FOOTING FENCE POST (MAX.)(MAX.) TYPICAL FENCE ELEVATION SDS HSL HSL C20000430TED-40-4117R-411707 30" MIN 18" MIN 19986 2 NONE CLR TALBOT HILL SUBSTATION SECTIONS AND DETAILS CHAIN LINK FENCING 1 1 AS-BUILT TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT C:\Users\bmohideen\OneDrive - POWER Engineers, Inc\Desktop\Work_From_Home\Talbot Hill MU for Basheer\D-19986-01.dgn01/21/2021 11:05 PM$USER$$$DGN$$CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D-01 11 21 01 11 21 01 11 21 POSTS SHALL BE 6-FT MAX. SPACING BETWEEN 7/20/21 FOUNDATION NOTES NFOUNDATION PLAN38'-0"57'-0" 28'-6"28'-6"19'-0"19'-0"57'-0" 28'-6"28'-6" NORTH-SOUTH BASELINEEAST-WEST BASELINECLFOUNDATION CL 1'-6"2'-0" MINSTRUCTURAL FILL CLEAN COMPACTED NATIVE SOIL UNDISTURBED 3"CLR TYP1 1 1 1 CLFOUNDATION LCCLR LCCLR A - - SECTION A A - GRAPHIC SCALE 1" = 10' 010 10 20 4026'-0"14'-6"37'-0" SCALE: NONE FOUNDATIONS VARIES GRADE FINISHED REACTOR ANCHOR PLAN DETAIL 2 LC LC 110" B.C. 110" B.C. CLRLC CLRLC DETAIL 260° (TYP.) TOC ELEV = 445.0 12 EACH WAY TOP AND BOTTOM ASLAN100-G6-100-E6.0 BARS @ 6"6"12" 6"6" 3. 2. 1. FERRIOUS WIRE TIES ARE NOT TO BE USED. REINFORCING TO BE GFRP PER AC1 440.1R. BAR TIES TO BE NYLON ZIP TIES, COMPACT TO 95% DRY DENSITY OR AS DIRECTED. EXCAVATED SOIL WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER. EXCAVATE 24" BELOW BOTTOM OF FOUNDATION ELEVATION TO SUBGRADE. REPLACE TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5% SLUMP 4" PLUS OR MINUS 1". 5• SACKS PER CUBIC YARD OF CONCRETE, MINIMUM AIR ENTRAINING AQMIXTURE C = 4,000 PSI:1STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F (TYP. 6 PLACES) ANCHORAGE PLAN SEE REACTOR (TYP. 6-PCS) SCALE: NONE DWG NO:SHT NO:TITLE: REFERENCE DRAWINGS 12"SCALE: NONE (TYP 6-PCS PER REACTOR)6'-0"8"6"4" 4"9"7"17'-0"17'-0"LCCLR LCCLR 8"6"4" 4"9"7"17'-0"17'-0"19'-0"19'-0"38'-0"DETAIL 3 LC LC 6"6"12" 6"6" SCALE: NONE12"(TYP 12-PCS) (TYP) SEE DETAIL 3 (TYP) STRAIN BUS CL VERTICAL 1"FILL WITH SEALER 1"x1/2" SAWCUT JOINT SCALE: NONE TYP JOINT DETAIL 5 (TYP) SEE DETAIL 5 @ 19'-0" CL-CL SAW CUT JOINT SEE DETAIL 3 ON SHEET D19989 (TYP 12-PCS) 12" EMBED, 5" PROJECTION (4)-3/4"Ø F1554GR 36 ANCHOR BOLTS SEE D-19989 CL MK-1 STRUCTURES SEE D-19989 CL MK-2 STRUCTURES 18-3"18-3"18-3"18-3" SDS HSL HSL D-19989 D-19986 D-19985 D-19984 D-19983 D-19982 D-19980 D-19980 1 1 1 1 1 1 2 1 01 11 21 01 11 21 01 11 21 VERTICAL BUS STRUCTURE CHAIN LINK FENCING SECTION AND DETAILS ACCESS ROAD PLAN, PROFILES AND SECTIONS GRADING AND FENCING PLAN, SECTIONS AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS TEMPORARY EROSION/SEDIMENT CONTROL PLAN CITY OF RENTON STANDARD PLAN NOTES SITE PLAN AND GENERAL NOTES C20000430TED-40-4117R-411708 T.O.C ELEV = 444.75 T.O.C ELEV = 443.75 (SEE PLAN) ELEV : VARIES TOP OF CONC V3 EPOXY ADHESIVE W/ HILTI HIT RE 500 8-3/4" DIA GR55 THREADED ROD V3 EPOXY ADHESIVE W/ HILTI HIT RE 500 8-3/4" DIA GR55 THREADED ROD 19988 3 NONE CLR TALBOT HILL SUBSTATION FOUNDATION PLAN 1 1 AS-BUILT TAL SITESCALE:FILE NO: SHEET: REV NODRAWING NO 12345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE (M/D/Y)SUBSTATION ENGINEERING DEPARTMENT C:\Users\bmohideen\OneDrive - POWER Engineers, Inc\Desktop\Work_From_Home\Talbot Hill MU for Basheer\D-19988_01.dgn01/21/2021 11:05 PM$USER$$$DGN$$CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CAD APPROVED WO NUMBER:111024153 WO NUMBER:111024154 OF D- 7/20/21