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HomeMy WebLinkAboutCD-4170GRAPHIC SCALE (IN FEET) 030 30 60 120 ELECTRICAL PERMITTING MANAGEMENT CONSTRUCTION NO: SHEET TITLE: MANAGEMENT PROJECT 355 110TH AVE NE, BELLEVUE WA. 98004 NAMEGROUP CIVIL NO: DRAWINGPSE ENGINEERING CONTACTS PHONE EMAIL 425-495-6239 425-396-3776 425-462-3954 DRAWING LIST: LEGEND SUBSTATION FENCE CATCH BASIN PROPERTY LINE GATE VALVE GRAVEL DRIVEWAY VICINITY MAP NO SCALE Know what'sbelow. before you dig.Call R SITE INFORMATION: ZONING: ADDRESS: PARCEL NO: PROPERTY OWNER: LEGAL DESCRIPTION: SUBSTATION SHUFFLETON EXISTING FOUNDATION NICHOLE PORTER ZERECK JONES zereck.jones@pse.com nichole.porter@pse.com SECTIONS 5 & 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 22 25 GC (GENERAL COMMERCIAL) RENTON, WA 98056 1095 LAKE WASHINGTON BOULEVARD NORTH 0823059178 PUGET SOUND ENERGY AND THE POINT OF BEGINNING. LINE A DISTANCE OF 369.00 FEET TO SAID NORTHERLY MOST CORNER SAID LOT; THENCE NORTH 46°43'23" EAST ALONG SAID NORTHWESTERLY WEST A DISTANCE OF 278.00 FEET TO THE NORTHWESTERLY LINE OF SAID LOT A DISTANCE OF 369.00 FEET; THENCE NORTH 43°47'07" THENCE SOUTH 46°43'23" WEST ALONG THE SOUTHEASTERLY LINE OF LOT AND ITS SOUTHEASTERLY EXTENSION A DISTANCE OF 278.00 FEET; SOUTH 43°47'07" EAST ALONG THE NORTHEASTERLY LINE OF SAID COMMENCING AT THE NORTHERLY MOST CORNER OF SAID LOT; THENCE RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: LUA-98-176-LLA AS FILED UNDER RECORDING NUMBER 9902019014, THAT PORTION OF LOT "A", CITY OF RENTON LOT LINE REVISION CODY SPENCE 425-466-8946 cody.spence@pse.com KERRY KRINER 425-462-3821 kerry.kriner@pse.comNRYAN WIEDER ryan.wieder@pse.com PROPOSED RETAINING WALL EXISTING RETAINING WALL N 46°43'23" E 369.00' S 46°43'23" W 369.00'S 43°47'07" E 278.00'STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 EASEMENT LINE 50'-0"ACCESS EASEMENT5'-0"4'-0" RETAININGWALL EASEMENT (TYP)PERMIT #C21000323 CITY OF RENTON, KING COUNTY, WASHINGTON PURPOSE GRANTEE EASEMENT FOR EXCLUSIVE #8407260401 MAIN EASEMENT 15'-0" FIRE #8407260401 MAIN EASMENT 15'-0" FIRE #20010629002927 UTILITY EASMENT 1 1 OF 2 SITE SHUFFLETON SUBSTATION AND GENERAL NOTES SITE PLAN D-20891 SHU 1"=30'-0" 141005363 CITY OF RENTON R-417001TED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/28/20219:37:29 AMD-20891_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTSN 43°47'07" W 278.00'CHAIN LINK FENCING SECTIONS AND DETAILS IRRIGATION NOTES AND DETAILS IRRIGATION PLAN LANDSCAPE NOTES LANDSCAPE DETAILS LANDSCAPE PLAN STRUCTURAL PLAN FOUNDATION PLAN DRAINAGE DETAILS DRAINAGE PLAN GRADING AND FENCING SECTIONS AND DETAILS GRADING AND FENCING PLAN DEMOLITION PLAN TEMPORARY EROSION/SEDIMENT CONTROL DETAILS TEMPORARY EROSION/SEDIMENT CONTROL PLAN SITE PLAN AND GENERAL NOTES SITE PLAN AND GENERAL NOTES 1 2 1 3 2 1 1 1 2 1 2 1 1 2 1 2 1 D-18381 D-20899 D-20898 D-20897 D-10163 D-20895 D-20894 D-20893 D-20892 D-20891 c:\pwworking\projectwise\jinels\dms14623\D-20891_01.dgn INTERNAL USE Know what'sbelow. before you dig.Call R 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. NOTES: LESS THAN 2 INCH ROCK/10-20% PASSING 2-4 INCH ROCK/30-40% PASSING; AND 4-8 INCH ROCK/40-70% PASSING; THE CITY LOGO. OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE OF THE ROADWAY. RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE BOTTOM OF THE DITCH. LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 204.30, 204.40 AND 204.50. STRUCTURES SHALL HAVE: DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH INSIDE AND OUTSIDE. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2 OR 5 220.00, 220.10, AND 220.20. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORM DENSE, UNYIELDING BASE. COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION BY THE CITY. OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, TO THE GRADE AS STAKED. THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO STANDARDS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT TESTS OF THE WSDOT STANDARD SPECIFICATIONS, IN PERMEABLE PAVEMENT AND OTHER MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D-COMPACTION AND MOISTURE CONTROL ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ENGINEER OF RECORD IF A CONFLICT EXISTS. CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HERON HAVE BEEN ESTABLISHED CONSTRUCTION IS IN PROGRESS. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER FROM THE CITY. APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL BE CONTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FROUND IN THE IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), THE STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, CONTRACTOR. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB OF THE RENTON SWDM. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.1.2.A2 SHALL BE MAINTAINED BY THE APPLICANT. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS PER ADA REQUIREMENTS. SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, REGULATIONS (RMC 4-3-050). WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION PROJECTS LOCATED WITH THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND DURING CONSTRUCTION. FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF TESTED. SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN PROJECT CURBS, GUTTERS AND/OR PAVEMENT. SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL ACCORDING TO THE CITY STANDARD PLAN 266.00. CCVT INSPECTIONS AND REPORTS CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE A BOLT-LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH ON-SITE BMPS. APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE MEET THE FOLLOWING SPECIFICATIONS: OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE 31. 30. 29. 28. 27. 26. 25. 24. 23. 22. 21. 20. 19. 18. SURFACE WATER PLAN NOTES:STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 CITY OF RENTON R-417002 1 2 OF 2 SITE SHUFFLETON SUBSTATION AND GENERAL NOTES SITE PLAN D-20891 SHU NONE 141005363 TED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:4/14/202112:30:26 PMD-20891_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS c:\pwworking\projectwise\jinels\dms14623\D-20891_02.dgn INTERNAL USE LEGEND SUBSTATION FENCE PROPERTY LINE GRATE INLET w/OIL STOP VALVE GATE VALVE SCH 80 PVC PERFORATED PIPE EXISTING FOUNDATION RETAINING WALL 1 TESC SHUFFLETON SUBSTATION SEDIMENT CONTROL PLAN TEMPORARY EROSION/ D-20892 SHU 1"=20'-0" 141005363 1 OF 2 BUILDING VACANT EXISTING BLDG COMM EXST CATCH BASIN INSERT GRAPHIC SCALE (IN FEET) CONSTRUCTION LIMITS EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS GAS LINE WATER LINE SANITARY SEWER POWER LINE 22 25 G W SS E 020 20 40 80 REFERENCE DRAWINGS D-20897 D-20896 D-20895 D-20894 D-20891 STURCTURAL PLAN FOUNDATION PLAN DRAINAGE PLAN GRADING AND FENCING PLAN SITE PLAN AND GENERAL NOTES 1 1 SILT FENCE 1 1 1 1 1 1 1 1 5 3 4 CONSTRUCTION NOTES 1 2 3 4 5 2 ACTIVITIES WITHIN THIS AREA) (NO GRADING OR LAND DISTURBING EXISTING SUBSTATION FOOTPRINT SUBSTATION FOOTPRINT ACTIVITIES WITHIN THE EXISTING NO GRADING OR LAND DISTURBING 1 1 TEMPORARY CONSTRUCTION FENCE STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 2 ON-SITE STAGING AREA - ADJUST AS NECESSARY MAINTAIN GRAVEL/YARD ROCK AT CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE - MAY BE ADJUSTED AS NECESSARY SILT FENCE PER DETAIL 1 ON SHEET 2 CATCH BASIN INSERT PER DETAIL 2 ON SHEET 2 50'-0"ACCESS ROAD EASEMENTWALL ESMT RETAINING 4'-0" EASEMENT LINE Know what'sbelow. before you dig.Call R CITY OF RENTON R-417003 PURPOSE GRANTEE EASEMENT FOR EXCLUSIVE 5'-0" #8407260401 MAIN EASEMENT 15'-0" FIRE #8407260401 MAIN EASMENT 15'-0" FIRE #20010629002927 UTILITY EASMENT EASEMENT WALL RETAINING 4'-0"TED-404170FO FIBER OPTIC LINE SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:4/21/20212:23:17 PMD-20892_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS T TELEPHONE LINE CATCH BASIN, TYPE 2 CATCH BASIN, TYPE 1 SANITARY SEWERNG GGT 23 2322 24 22 2322 22 2323 23 22 22 22T FO c:\pwworking\projectwise\jinels\dms14623\D-20892_01.dgn INTERNAL USE DEVELOPMENT ENGINEERING jchavez 07/26/2021 1 2 OF 2 TESC CONTROL NOTES AND DETAILS TEMPORARY EROSION/SEDIMENT D-20892 SHU NONE 141005363 SHUFFLETON SUBSTATION EROSION AND SEDIMENT CONTROL NOTES 2 1 DETAIL DETAIL 1 1 22. 21. 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE ADDRESSED WITHIN SEVEN (7) DAYS. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE FACILITIES. DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET SHALL BE DISPOSED OF PROPERLY. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING DESIGNATED CONCRETE WASHOUT AREAS. DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE SEDIMENT FROM ENTERING WATERS OF THE STATE. THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION SUPERVISOR FOR THE DURATION OF CONSTRUCTION. SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AND THE APPLICANT'S CONTRACTOR. SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 CITY OF RENTON R-417004 Know what'sbelow. before you dig.Call RTED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:4/20/202110:52:26 AMD-20892_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS c:\pwworking\projectwise\jinels\dms14623\D-20892_02.dgn INTERNAL USE DEVELOPMENT ENGINEERING jchavez 07/26/2021 LEGEND CATCH BASIN PROPERTY LINE GATE VALVE SCH 80 PVC PERFORATED PIPE RETAINING WALL INSTALLED PER TEMPORARY EROSION/SEDIMENTCONTROL PLAN. DEMOLITION SHALL NOT BEGIN UNTIL TESC MEASURES ARE NOTES REFERENCE DRAWINGS D-20895 D-20894 DRAINAGE PLAN GRADING AND FENCING PLAN EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO BE REMOVED EXISTING ASPHALT TO BE REMOVED STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 1.NGRAPHIC SCALE (IN FEET) 020 20 40 80 OFF-SITE AND DISPOSE OF REMOVE ASPHALT OFF-SITE AND DISPOSE OF REMOVE ASPHALT INTERIM REMAIN FOR BUILDING TO EXISTING EASEMENT LINE ACCESS ROAD EASEMENT50'-0"ON SEVERED PROPERTY TO DRAIN OVERLAND REDIRECT DOWNSPOUTS LEADERS AND REMOVE ROOF DRAIN 1 1 OF 1 SITE SHUFFLETON SUBSTATION D-20893 SHU 1"=20'-0" 141005363 PLAN DEMOLITION Know what'sbelow. before you dig.Call R CITY OF RENTON R-417005 TO BE REMOVED EXISTING ROAD OIL TANKS CB REMOVE OFF-SITE AND DISPOSE OF REMOVE ASPHALT PROPERTY LINE CLEAN LINE AT SAWCUT ASPHALT CONCRETE PAD REMOVE EXISTING PIPE REMOVE YARD ROCK STOCKPILE REMOVE AND (TO REMAIN) BUILDING VACANT EXISTING REMAIN) (TO BLDG COMM EXST TO BE REMOVED EXISTING FOUNDATIONS STORMWATER FLOW-THROUGH MANHOLE AND RECONFIGURE FOR REMOVE OIL STOP VALVE FROM IS COMPLETE REMAIN UNTIL CONSTRUCTION SITE PROPERTY FENCE TO SERVICEABLE CONDITION RETAINING WALL IF IN RETAIN ECO BLOCKS FOR NEW WALL TO PROPERTY LINE. REMOVE EXISTING ECO-BLOCK TO REMAIN FENCE ON TOP OF WALL CONCRETE AND PLUG WITH PROPERTY LINE STORM LINE TO CATCH BASIN AND REMOVE EXISTING TO BE REMOVED (TYP) EXISTING FENCE TO BE REMOVED (TYP) EXISTING FENCE FOR INTERIM TO REMAIN BUILDING EXISTING TO REMAIN BACK UP GENERATOR RELOCATED BY PSE TRANSFORMER TO BE STATION SERVICE TO BE REMOVED AND ROOT BALL TREE STUMP WALL ESMT RETAINING 4'-0" WALL EASEMENT 4'-0" RETAINING STORM LINE RECONNECT NECESSARY TO AND PIPE AS REMOVE GATE VALVE PIPE 26' OF REMOVE PIPE 105' OF REMOVE #8407260401 MAIN EASEMENT 15'-0" FIRE #8407260401 MAIN EASMENT 15'-0" FIRE #20010629002927 UTILITY EASMENT GRANTEE PURPOSE EASEMENT FOR 5'-0" EXCLUSIVE NEW OIL 6000 GAL NEW OIL 10,000 GAL SERVICE NOT IN 3000 GALTED-404170GAS LINE WATER LINE SANITARY SEWER POWER LINE G W SS E FO FIBER OPTIC LINE SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/27/20213:37:47 PMD-20893_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS SANITARY SEWER MANHOLE DISPOSE OF OFF-SITE SPCC AND VAULT CAP AND OIL PUMP HOUSE, FOUNDATIONS, 2 BELOW GRADE OIL TANKS, REMOVE 3 ABOVE GRADE, GRADE VAULT SERVICE, IN BELOW 3000 GAL NOT IN GRADE VAULT SERVICE, IN BELOW 10000 GAL NOT IN CATCH BASIN CB-47 WALL AS NECESSARY FOR NEW ON GRADING PLAN. REMOVE VAULT AND BACKFILL PER NOTES 2-4 OR BREAK OFF TOP 2' OF WALL UNDERGROUND VAULT - SAWCUT ESTIMATED FOOTPRINT OF GGFO c:\pwworking\projectwise\jinels\dms14623\D-20893_01.dgn INTERNAL USE LEGEND SUBSTATION FENCE PROPERTY LINE GRAVEL DRIVEWAYNPROPOSED CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS21 21 25 SEE D-18381 GATE (TYP 2 PLACES), 20' WIDE STATION 23.90 23.80 23.91 23.90 23.86 23.74 23.58 23.42 23.92 23.27 23.10 23.28 23.50 23.70 23.70 23.54 23.70 22.49 22.5022.07 22.04 21.20 LANDSACPE SCREENING R=25' 22.00 R=25' R=30'R=1 0 'R=45' R=25' R=25' SEE SHEET 2, DETAIL 1 (TYP AROUND SUBSTATION). 5'-0" GRAVEL SHOULDER SPOT ELEVATION23.03 LANDSCAPE BUFFER REFERENCE DRAWINGS D-18381 D-20897 D-20896 D-20895 D-20892 D-20891 CHAIN LINK FENCING SECTIONS AND DETAILS STRUCTURAL PLAN FOUNDATION PLAN DRAINAGE PLAN TEMPORARY EROSION/SEDIMENT CONTROL PLAN SITE PLAN 16'-0" 20'-0" 5'-0" 20'-0" 20'-0" 2 D 2 C 2 B 2 A (TYP), SEE D-18381 LINK STATION FENCE NEW 7' HIGH CHAIN THIS DRAWING SUPERSEDES D-5423_01 SEE SHEET 2, DETAIL 2 CATCH BASIN (TYP), 4'-0" 10'-0"25 EQUAL SECTIONS @ 9'-10" = 246'-0"= 24'-11"@ 8'-3•"SECTIONS3 EQUAL20'-0"20'-0"EXISTING RETAINING WALL PROPOSED RETAINING WALL R=43' EXISTING FOUNDATION (REF ONLY) CATCH BASIN (REF ONLY) GATE VALVE (REF ONLY) SANITARY SEWER MANHOLE (REF ONLY) PROPOSED STORM DRAINAGE PIPE (REF ONLY) EXISTING STORM DRAINAGE PIPE (REF ONLY) 22.68 22.68 22.68 22.68 22.57 22.23 22.16 22.85 21.40 21.40 21.40 21.58 22.17 21.47 22.00 22.85 22.47 23.20 24.21 24.16 24.15 23.86 23.67 23.51 23.68 23.34 22.94 23.30 23.00 23.69 23.14 22.53 22.74 22.65 21.93 22.55 22.37 22.00 22.62 23.00 23.00 23.00 23.00 23.00 23.81 23.72 23.59 ECO BLOCKS EXISTING WALL USING RETAINING NEW 35' X 2'STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 GRAPHIC SCALE (IN FEET) 020 20 40 80 22.10 35 EQUAL SECTIONS @ 9'-9•" = 343'-0" FOR INTERIM TO REMAIN BUILDING EXISTING FOR INTERIM TO REMAIN BUILDING EXISTING (REFERENCE ONLY) SERVICE TRANSFORMER RELOCATED STATION EASEMENT LINE ACCESS ROAD EASEMENT50'-0"SCREENING LANDSCAPE 6'-0" SCREENING LANDSCAPE 15'-0" SCREENING LANDSCAPE 6'-0" WALL EASEMENT 4'-0" RETAINING WALL EASEMENT 4'-0" RETAINING GRADING NOTE:SIDE OF BUILDINGGRAVEL PATH AT SOUTH1 1 OF 2 SITE SHUFFLETON SUBSTATION FENCING PLAN GRADING AND D-20894 SHU 1"=20'-0" 141005363 CITY OF RENTON R-417006 Know what'sbelow. before you dig.Call R @ 9'-9•" = 284'-0" 29 EQUAL SECTIONS 23.02 15,151.07 SF PURPOSE GRANTEE FOR EASEMENT EXCLUSE 5'-0" #8407260401 MAIN EASEMENT 15'-0" FIRE #8407260401 MAIN EASMENT 15'-0" FIRE #20010629002927 UTILITY EASMENTTED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/28/20216:41:33 AMD-20894_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS G W SS E FO WATER LINE (REF ONLY) GAS LINE (REF ONLY) SANITARY SEWER (REF ONLY) POWER LINE (REF ONLY) FIBER OPTIC LINE (REF ONLY) T TELEPHONE LINE (REF ONLY) BUILDING VACANT EXISTING BLDG COMM EXST EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. 8" THICK, LOOSE MEASUREMENT. SPREAD AND COMPACT PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN PRIOR TO BACKFILLING. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED ACCORDANCE WITH ASTM D4254 FOR COHESIONLESS SOILS. COHESIVE SOILS, OR 75% OF RELATIVE DENSITY IN MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 FOR ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF PER DETAIL 1 ON SHEET 2). GRADE AND ADD 9" BASE COURSE AND YARD ROCK (AS REMOVE EXISTING ASPHALT, GRADE TO SUB-BASE FINAL FOR AREAS REQUIRING FILL OR CUT IN EXCESS OF 9": GRADE AND ADD YARD ROCK PER PSE STANDARD DETAIL. REMOVE EXISTING ASPHALT, GRADE TO BASE COURSE FINAL DETAIL 1 ON SHEET 2): EXCESS OF THE REQUIRED 9" OF BASE MATERIAL (AS PER FOR AREAS OF THE SITE THAT DO NOT REQUIRE CUT IN 4. 3. 2. 1.NORTH-SOUTH BASELINEN 43°47'07" EEAST-WEST BASELINE S 46°43'23" W 5'-0"GG24 23 22 232322 24 2322 22 2323 23 23 22 22 23 2222 T FO c:\pwworking\projectwise\jinels\dms14623\D-20894_01.dgn INTERNAL USE DEVELOPMENT ENGINEERING jchavez 07/26/2021 1 2 OF 2 SITE Know what'sbelow. before you dig.Call R D-20894 SHU NONE 141005363 SHUFFLETON SUBSTATION DETAIL 2 1 THIS DRAWING SUPERSEDES D-5423_02 OUTLET PIPE INLET PIPE 6"MIN 2'-0" TAPER (TYP) 9" BASE COURSE OF FOUNDATIONS, ETC FROM 10' AWAY OR FROM EDGE SLOPE TOP OF BASE COURSE OUTSIDE OF SPCC AREA TYPICAL CATCH BASIN GRADING COURSE STATION FENCE SHOULDER 2 1 9"BASE COURSE 2% SLOPE NATIVE SOIL OR COMPACTED SUBBASE FILL TYPICAL STATION SECTION DETAIL 1 1 20'-0"5'-0" 1 SECTION D NTS STATION DRIVEWAY 16'-0" STATION DRIVEWAY STATION DRIVEWAY SECTION A 1NTS SECTION B 1NTS 5'-0" SHOULDER DRIVEWAY 5'-0"5'-0"4"13"STATION FENCE COURSE 4" YARD BASE COURSE > DRIVEWAY COURSE 4" TOP OR SUBBASE FILL NATIVE SOIL > DRIVEWAY TOP COURSE BASE COURSE 10'-0"10'-0"4"9"13"OR SUBBASE FILL NATIVE SOIL 20'-0" 1 SECTION NTS STATION DRIVEWAY C COURSE 4" TOP > DRIVEWAY STATION FENCE OR SUBBASE FILL NATIVE SOIL OR SUBBASE FILL NATIVE SOIL > DRIVEWAY COURSE 4" TOP STATION FENCE COURSE 4" YARD BASE COURSE13"5'-0" SHOULDERDRIVEWAY 9"9"13"4"4"9"DRIVEWAY SHOULDER 5'-0" COURSE BASE SECTIONS AND DETAILS GRADING AND FENCING STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 COURSE 4" YARD 4" YARD CAST FRAME INTO ADJUSTMENT SECTION OLYMPIC FDRY NO. SM 60 D/T OR EQUAL. GRATE (WA STATE STD PLAN B-30.50-03) (WA STATE STD PLAN B-30.10-03) & REVERSIBLE CAST IRON FRAME CITY OF RENTON R-417007TED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:4/15/20217:54:48 AMD-20894_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS c:\pwworking\projectwise\jinels\dms14623\D-20894_02.dgn INTERNAL USE LEGEND SUBSTATION FENCE PROPERTY LINE GRAVEL DRIVEWAY GRAPHIC SCALE (IN FEET) 020 20 40 80 CATCH BASIN SCHEDULE CB34 CB33 CB35 CB38 CB19 CB37 CB21 CB32 CB29 CB26NCB24 CB15 CB17 60 LF CB36 60 LF 60 LF 60 LF PVC ROOF DRAIN 4" SCH 40 PIPE 12" CONC PIPE 12" CONC 12" CONC PIPE ABANDONED50 LFREINF CONC29 LFPIPE12" CONCCB25 CONC PIPE 12 LF 8"31 LF 12"@ 0.5%CONC PIPE59 LF 8" CONCPIPE @ 0.5%31 LFDRAIN ROOF 8" PVC 26 LF 8" PVC 13 LF DETAIL 1 (TYP). SEE SHEET 2, TYPE 1 CATCH BASIN THIS DRAWING SUPERSEDES D-5424_01 CB52 6" SCH 80 PVC 6" SCH 80 PVC 6" SCH 80 PVC 6" SCH 80 PVC CB40 CB41 CB46 8" PVC 106 LF 12" CONC63 LFPROPOSED CATCH BASIN TYPE 1 EXISTING CATCH BASIN TYPE 1 EXISTING GATE VALVE BUILDING VACANT EXISTING BLDG COMM EXST CB43 CB44 CB47 CB50 150 LF 8" PVC ABANDONEDCB48 CB49 CB51 @ 1.58% 15 LF 8" PVC @ 0.5% 73 LF 8" PVC 49 LF 8" PVC@ 0.25%40 LF 8" PCV@ 0.2%80 LF 8" PVC@ 0.125%59 LF 8" PVC @ 0.5%64 LF 12" PVC @ 0,25%EXISTING RETAINING WALL PROPOSED RETAINING WALL EXISTING FOUNDATION (REF ONLY) EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE SE IE 19.42 RIM EL 20.78 CLEANOUT NE IE 19.28 NW IE 19.28 SE IE 19.28 RIM EL 20.51 CLEANOUT NW IE 19.76 RIM EL 21.48 CLEANOUT @ 0.25 % 8" PVC 28 LF NW- 8" IE 20.89 RIM EL 22.00 CB52- TYPE 1 W- 8" IE 19.49 RIM EL 22.70 CB51 - TYPE 1 NW- 8" IE 19.42 E- 8" IE 19.42 RIM EL 22.86 CB50 - TYPE 1 SW- 8" IE 19.53 RIM EL 22.70 CB49 - TYPE 1 NE- 8" IE 19.30 NW- 8" IE 19.30 SE- 8" IE 19.30 RIM EL 22.85 CB48 - TYPE 1 SW- 8" IE 19.50 RIM EL 22.34 CB47 - TYPE 1 SW- 8" IE 19.14 NE- 8" IE 19.14 NW- 8" IE 19.14 SE- 8" IE 19.14 RIM EL 22.63 CB46 - TYPE 1 SE- 8" IE 18.86 W- 8" IE 18.71 NE- 8" IE 18.76 SW- 8" IE 18.86 RIM EL 21.85 CB44 - TYPE 1 (EXIST) SW- 8" IE 18.80 NE- 8" IE 18.82 SE- 4" IE 19.63 RIM EL 21.80 CB43 - TYPE 1 (EXIST) NW- 6" IE 21.04 RIM EL 22.69 CB41 - TYPE 1 (EXIST) NW- 8" 20.97 SE- 6" IE 20.97 RIM EL 22.68 - ADJUST RIM TO 22.38 CB40 - TYPE 1 (EXIST) NE- IE 20.47 S- IE 20.47 W- IE 20.47 RIM EL 22.68 CB38 - TYPE 1 (EXIST) N- IE 20.47 E- IE 20.47 RIM EL 22.68 CB37 - TYPE 1a DESIGN D* (EXIST) N IE 19.74 SW IE 18.76 NE IE 18.76 SDMH 54" SW IE 20.37 RIM EL 21.84 CLEANOUT 250 LF 4" PERF PVC @ 0.25% PLAN, D-20893 PER DEMOLITION WITH CONCRETE AND PLUGGED PROPERTY LINE PIPE REMOVED TO REFERENCE DRAWINGS D-20897 D-20896 D-20894 D-20892 D-20891 STRUCTURAL PLAN FOUNDATION PLAN GRADING AND FENCING PLAN TEMPORARY EROSION/SEDIMENT CONTROL PLAN SITE PLAN STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481 SHEET 2, DETAIL 4 STRIP @ 0.25%. SEE IN CENTER OF PLANTER 4" PERF PVC UNDERDRAIN DETAIL 4 SEE SHEET 2, STRIP @ 0.25%. IN PLANTER UNDERDRAIN 4" PERF PVC * SEE DETAIL 2 ON SHEET 2 E- 21.09 RIM EL 22.58 CB36 - TYPE 1 (EXIST) E- 20.79 W- 20.79 RIM EL 22.58 CB35 - TYPE 1 (EXIST) E- IE 21.51 RIM EL 22.58 CB34 - TYPE 1 (EXIST) E- IE 21.21 W- IE 21.21 RIM EL 22.58 CB33 - TYPE 1 (EXIST) SW- IE 20.53 SE- IE 20.48 RIM EL 22.88 CB32 - TYPE 1a DESIGN D* (EXIST) NW- 12" IE 20.12 S- 12" EXISTING PIPE ELEVATION RIM EL 3" BELOW SURROUNDING GRADE CB29 - TYPE 1a DESIGN D* (EXIST) SW- 8" IE 19.37 E- 12" IE 19.42 NE- 8" IE 19.82 RIM EL 21.07 CB26 - TYPE 1 (EXIST) SE- 8" IE 20.35 NE- 8" IE 20.25 NW- 12" IE 20.15 RIM 21.90 CB25 - TYPE 1 (EXIST) SE- 12" IE 20.03 SW- 8" IE 20.06 RIM EL 21.83 CB24 - TYPE 1 (EXIST) SW- IE 20.95 E- IE 21.69 NW- IE 20.89 RIM EL 22.79 CB21 - TYPE 1a DESIGN D* (EXIST) N- 12" IE 20.34 S- 12"IE 20.34 RIM EL 22.68 CB19 - TYPE 1a DESIGN D* (EXIST) SE- 8" IE 20.79 NW- 8" IE 20.74 RIM EL 22.09 CB17 - TYPE 1A DESIGN D* (EXIST) SW- 6" IE 20.00 NE- 8" IE 20.55 SE- 8" IE 20.55 RIM EL 21.80 CB15 - TYPE 1a DESIGN D* (EXIST) FOR INTERIM TO REMAIN BUILDING EXISTING FOR INTERIM TO REMAIN BUILDING EXISTING WAS REMOVED WHERE VALVE INSTALL PIPE (REF ONLY) SERVICE TRANSFORMER RELOCATED STATIONPVC @ 0.25%56 LF 4" PERF@ 0.5% 8" PVC 29 LF 193 LF 4" PERF PVC @ 0.25%ACCESS ROAD EASEMENTWALL ESMT RETAINING 4'-0" WALL EASEMENT 4'-0" RETAINING 50'-0"@ 0.5% 169 LF 15" SD IE 18.59 SE 8" PVC IE 18.69 SW 15" CPEP RIM 22.00 CB W/SOLID LID 1 SITE SHUFFLETON SUBSTATION PLAN DRAINAGE D-20895 01 OF 02 SHU 1"=20'-0" 141005363 #8407260401 MAIN EASEMENT 15'-0" FIRE #8407260401 MAIN EASMENT 15'-0" FIRE #20010629002927 UTILITY EASMENT GRANTEE PURPOSE EASEMENT FOR 5'-0" EXCLUSIVE CITY OF RENTON R-417008 Know what'sbelow. before you dig.Call RTED-404170EXISTING GRATE INLET w/OIL STOP VALVE G W SS E FO T SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/28/20216:44:40 AMD-20895_01.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS WATER LINE (REF ONLY) GAS LINE (REF ONLY) SANITARY SEWER (REF ONLY) POWER LINE (REF ONLY) FIBER OPTIC LINE (REF ONLY) TELEPHONE LINE (REF ONLY) MANHOLE (REF ONLY) SANITARY SEWER c:\pwworking\projectwise\jinels\dms14623\D-20895_01.dgn INTERNAL USE DEVELOPMENT ENGINEERING jchavez 07/26/2021 1 2 OF 2 SITE D-20895 SHU NONE 141005363 SHUFFLETON SUBSTATION DRAINAGE DETAILS 22"x 26" 6"MIN 1'-6"(MIN)TYPICAL CATCH BASIN, TYPE 1 DETAIL 1 1 DETAIL 2 1 THIS DRAWING SUPERSEDES D-5424_02 STATEOFWASHIN G T ONRE GISTEREDPROFE S SIONAL ENGINEERSENOJ KCEREZ 49481MIN1'-6"TYPICAL CATCH BASIN, TYPE 1a, DESIGN D DETAIL 4 1 IRON FRAME AND GRATE THE REVERSIBLE CAST ALL RISERS SHALL ACCEPT (WA STATE STD PLAN B-2a) FDRY NO. 5435 OR EQUAL) FRAME & GRATE (OLYMPIC REVERSIBLE CAST IRON COURSE 4" YARD TOP COURSE 3" YARD OR TOP OF 9" BASE COURSE INLET PIPE OUTLET PIPE STD. PLAN B-1a) 1a,DESIGN D (WA STATE CATCH BASIN, TYPE PLAN B-5.20-00) (WA STATE STANDARD CATCH BASIN, TYPE 1 2'-0" TAPER (TYP) 2'-0" 6" MIN (TYP) TAPER 6"MINPERFORATED DRAIN TYPICAL APPROVED EQUAL) PIPE (HANCOR HIGH-Q OR HIGH DENSITY POLYETHYLENE SMOOTH INTERIOR WALL, PERFORATED CORRUGATED, CAST FRAME INTO ADJUSTMENT SECTION OLYMPIC FDRY NO. SM 60 D/T OR EQUAL. GRATE (WA STATE STD PLAN B-30.50-03) (WA STATE STD PLAN B-30.10-03) & REVERSIBLE CAST IRON FRAME 9" BASE COURSE INLET PIPE OUTLET PIPE NOTE: FINISH GRADE FOR DRAINS WASHED AGGREGATE VARIES12" AMENDED SOIL MIN TRENCH WIDTH 6"O.D.6"6"PIPE ZONEO.D.6"DETAIL 3 1 (WSDOT STANDARD PLAN B-55.20-02) FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING. 1. SEE WSDOT STANDARD SPECIFICATIONS SECTION 9-03.12(3) NOTES: FOUNDATION LEVEL (SEE NOTE 1) PIPE ZONE BEDDING GRAVEL BACKFILL FOR HDPE/PVC PIPE TYPICAL PIPE BEDDING (TYP) 6" MIN (TYP) EXISTING SUBGRADE CITY OF RENTON R-417009 Know what'sbelow. before you dig.Call RTED-404170SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:4/15/20211:11:36 PMD-20895_02.dgnUSER: jinelsREVISED PER CITY PERMIT REVIEW COMMENTS c:\pwworking\projectwise\jinels\dms14623\D-20895_02.dgn INTERNAL USE FF18.00FF8.00FF8.00FF13.00FF19.00FF18.00FF8.00FF8.00FF9.00FF9.00 FF8.00FF26.50FF26.50FF26.00FF23.50FF29.00FF26.50FF26.00FF26.00FF9.00FF9.00FF8.00 FF8.00FF8.00CL CL CL CL CL CLCLCL CL CL CL CL CL CL CL CL CL CL CL CLCL CLCLCLCLCL CLCL CL D FF9.00FF9.00FF10.00FF9.75FF9.75FF10.00FF9.00FF9.00 FF8.00FF7.00FF30' N4D-10163 SHU D-15815 STANDPOTENTIAL XFMRPLAN FOUNDATION SHUFFLETON SUBSTATION 01 OF 01 1"-15'-0"FDN8.00FF8.00FF22.00FF18.00FF2.00'2.00'2.00'2.00'D-15815 1.00' D-15815 D-15813 D-15813 F F2.00'FF2.00'115KV BUS SUPPORTPCB SINGLE PEDESTAL SINGLE PEDESTAL SINGLE PEDESTALSTANDPOTENTIAL XFMRCONTROL HOUSE SINGLE PEDESTAL SINGLE PEDESTAL SINGLE PEDESTAL SINGLE PEDESTAL 115KV SWITCH STAND SINGLE PEDESTAL SINGLE PEDESTAL 115KV SWITCH STAND 115KV BUS SUPPORT PCB 115KV SWITCH STAND 115KV SWITCH STAND DEAD END STRUCTURE 115KV BUS SUPPORT 4.75FF9.00 FF 5.00F FPCBBUS SUPPORT115KVBUS SUPPORT115KVPEDESTALSINGLEFOUNDATION SCHEDULE LINE DWG NO.DESCRIPTION COMMENTSNO. REQD. 1 2 3 4 5 6 7 8 9 10 11 D-5531 D-2699 8 20 D-2186 24 D-5530 3 D-2618 6 D-5093 1 115KV SWITCH STAND FOUNDATION CONTROL HOUSE FOUNDATION GENERATING PLANT FOR CONTROL BUILDING (TYPICAL) ANCHOR BOLTS D-5724 D-10106 5 D-5724 8 ANCHOR BOLT CLUSTER (8 BOLTS) 115KV DE STRUCTURE D-2591 9 D-12002 1 1999 CONSTR D-2186 D-2186 D-2618 D-2618 D-2618 D-2699D-2699D-2699D-2699D-10106 D-10106 D-2186 D-2186 D-5531 D-5531 D-5531 D-2186 D-2186 D-2699D-2699D-2699D-2699D-2699D-2186D-2186 D-2186 D-10106 D-10106 D-2699D-2699D-2699D-2186 D-2186 D-2186D-2699D-2618 D-2618 D-2618 D-5530 D-5530 D-5530 D-2186 D-2186 D-2186D-2186D-2186 D-5531 D-5531 D-2186 D-2699 D-2699D-2699D-2186D-2699D-2699D-2591 D-2591 D-2591 D-2186D-2186D-2186 D-5531 D-5531 D-5531 D-2186 D-2186 D-2591 D-2591 D-2591 D-2591 D-2591D-2699D-2699D-10106D-5093 D-2591 (SEE NOTE 5) OVEREXCATION D-12002 NOTE 6 SEE F FFF3.00'D-15813 2.00'FF11.00'FF 2.00'FFFF12.00'12.00'2.00'F F2.00'FFD-15815 2.00'FF D-15813 NOTES FEET DEEP IN CONCRETE. SHUFFLETON SCRAP YARD. EMBED BOLLARDS A MINIMUM OF THREE (3) BOLLARDS SHALL BE REINFORCED CONCRETE OR GALVANIZED STEEL FROM REQUIREMENTS. SEE SITE WORK SPECIFICATIONS FOR MATERIALS AND COMPACTION OVEREXCAVATE 2' BEYOND AND BELOW THE DEAD END FOUNDATIONS, D-5531. STANDARD SPEC 1150.3620, MATERIAL ID #1190300. ƒ" DIA CONCRETE EXPANSION ANCHORS SHALL BE PER PSE FOR UNDERGROUND CONDUIT RUNS, SEE CONDUIT AND CABLE PLAN. ENDS OF ALL CONDUITS SHALL EXTEND 2'-0" PAST FOUNDATION EDGE. EXCEPT AS NOTED. TOP OF ALL NEW FOUNDATIONS SHALL BE AT ELEVATION 20.08, DATUM AND LOCATIONS OF BASE LINES. SEE GRADING AND FENCING PLAN, D-5423, FOR VERTICAL 8. 7. 6. 5. 4. 3. 2. 1. 12 13 D-15813 D-15815 4 4 4'-0" X 4'-0" X 1'-6" SECURITY CAMERA POLE FOUNDATION 2'-0" X 2'-0" X 1'-6" SECURITY ACCESS POST FOUNDATION 4 SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/28/202110:16:42 AMD-10163_01.dgnUSER: jinelsAND ACCESS POSTS INSTALL SECURITY CAMERAS 4 4 445°FFSECURITY CAMERA POST FOUNDATION 45°FFSECURITY CAMERA POST FOUNDATIONSECURITY ACCESSPOST FOUNDATIONFOUNDATION ACCESS POST SECURITY 45°FF FOUNDATION CAMERA POST SECURITY STR WOOD DE FOUNDATION ACCESS POST SECURITY CL SECURITY ACCESS POST FOUNDATION 4 5 °FFSECURITY CAMERA POST FOUNDATION4 4 CL CL CL CL CL CLCLCLGRAPHIC SCALE (IN FEET) 015 15 30 60 8.50F F 9.00F F 9.00F F 8.50F F 17.50F F 17.50F F 8.50F F 9.00F F 17.50F F 17.50F F 12.00F F 5.50F F17.50F F 17.50F F 8.50F F 9.00F F 17.50F F 17.50F F 17.50F FF6.59 FF 19.14FFH G F C B A STR WOOD DE NORTH-SOUTH BASELINEN 43°47'07" EE REFERENCE DRAWINGS D-5426 D-5423 STRUCTURAL PLAN GRADING AND FENCING PLAN 5000# TENSION PER CONDUCTOR 35' D.E. STRUCTURE FOUNDATION FOR BUS SUPPORTS TO 12' HIGH 115KV BUS SUPPORT FOUNDATION 7'-0" x 13'-6" SF6 PCB FOUNDATION 4'-0" x 4'-0" X 1'-6" SINGLE PEDESTAL FOUNDATION 5'-0" x 5'-0" X 1'-0" SINGLE PEDESTAL FOUNDATION MITSUBISHI (GAS) 7'-0" x 13'-6" X 1'-3" 115KV POWER CIRCUIT BREAKER FOUNDATION 10'-0" x 8'-0" W/2" CONDUITS GENSET FOUNDATION 141005580 c:\pwworking\projectwise\jinels\dms14623\D-10163_01.dgn INTERNAL USE 0 SHUFFLETON SUBSTATION PLAN STRUCTURAL D-20897 01 OF 01 SHU STR1"=15'-0" 141005580 LINE DESCRIPTION COMMENTS 1 2 3 4 5 6 7 8 13 14 15 16 STRUCTURE SCHEDULE HEIGHT 9 10 11 12 QTYDWG NO FACE A D-15812 FACE A D-15812 FACE A D-15814 FACE A D-15812 FACE A D-15812 FACE A D-15814 FACE A D-15814 HOUSE CONTROL NOTESD-5090 D-5090 D-5090 SCALE:FILE NO: SHEET: REV NODRAWING NO 2345678 12345678 A B C D E A B C D E CADD NO: CLASS: DATE SUBSTATION ENGINEERING DEPARTMENT CODE: ENGINEER REVIEWED REVISION DESCRIPTION: CADD APPROVED WO NUMBER:5/21/202111:25:18 AMD-20897_01.dgnUSER: jinelsINSTALL SECURITY CAMERAS AND ACCESS POSTS D-2198 22 9'-6 D-3034 1 17'-0 D-3034 1 9'-6 D-3052 8 9'-6 D-3151 3 16'-0 D-3414 1 17'-0 D-5090 D-5093 6 8'-0 1 D-5537 3 16'-0 D-5724 D-5725 D-6732 D-6753 3 3 35'-0 35'-0 13 16'-0 3 16'-0 D-15812 4 D-15814 4 15'-0 4'-0 8'-0" PHASE SPACING 16"-0" MAXIMUM HEIGHT 115KV BUS SUPPORT HEIGHTS 14'-6" TO 19'-0" 115KV BUS PEDESTAL HEIGHTS 14'-6" TO 19'-0" 115KV BUS PEDESTAL HEIGHTS 8'-0" TO 14'-0" 115KV BUS PEDESTAL 9'-0 PHASE SPACING WITH GROUNDING BLADE 115KV 16FT SWITCH STAND 9'-0" PHASE SPACING 16'-0" MAXIMUM HEIGHT 115KV BUS SUPPORT TRENCH ELECTRIC TYPE TEV 115 115KV CAPACITOR VOLTAGE XFRM STAND SUBSTATION CONTROL HOUSE W/GROUNDING BLADE & POT XFRM MTG 115KV 16FT SWITCH STAND 9'-0" PHASE SPACING 115KV DE STRUCTURE HEIGHTS 12'-6" TO 16'-0" 115KV SWITCH STAND 9'-0" PHASE SPACING 14'-0" HT & 9'-0" PHASE SPACING 115KV SWITCH STAND W/GROUND BLADE MID 9997554 HEIGHT 15'-0" SECURITY CAMERA POLE MID 9998433 MID 9998429HEIGHT 4'-0" SECURITY ACCESS POST 0 0 0 GRAPHIC SCALE (IN FEET) 015 15 30 60 DURING '93 CONSTRUCTION. SEE DRAWING D-5537 FOR PT MOUNTING BRACKETS ADDED REQUIREMENT.) STRUCTURAL. (SEE STRUCTURE SCHEDULE FOR GROUT PER PSE STANDARD SPEC 8350.0100, GROUT, INSTALLATION, UNLESS NOTED OTHERWISE, STRUCTURES SHALL BE GROUTED REFERENCE ONLY. SEE FOUNDATION PLAN. FOUNDATIONS ARE SHOWN WITH DASHED LINES FOR LEVELING BUS. CONCRETE AS POSSIBLE WHEN SETTING STRUCTURES AND ANCHOR BOLT LEVELING NUTS SHALL BE SET AS CLOSE TO AND BE INSTALLED PER THE "TURN OF THE NUT" METHOD. WASHER INSTALLED UNDER EACH NUT, STRUCTURES USING F3125 BOLTS SHALL HAVE A HARDENED ERECTION INFORMATION. REFER TO STRUCTURE DRAWING FOR ASSEMBLY AND ALL STRUCTURES ARE IDENTIFIED BY DRAWING NUMBER. 7. 6. 5. 4. 3. 2. 1.D-2198D-2198D-2198D-2198N0 D-3052 D-3052 D-3052 D-6732 D-2198D-2198D-2198D-2198D-2198D-2198D-3052 D-3052 D-3052 D-6732 D-3034 115KV BUS PEDESTAL D-2198D-2198D-2198PT STANDSD-5090 D-5090 D-5090 D-6732 D-6732 D-6732 D-6732 D-3151 D-3151 D-3151 SEE NOTE 7 D-6753 (D-5537) SEE NOTE 7 D-6753 (D-5537) D-6753 D-6732 D-6732 D-6732 D-5537 D-5537 D-5537D-6732 D-3414 D-6732 D-6732 D-6732 D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-2198D-3052 D-3052 D-3034 0 FACE A D-15814 SECURITY ACCESS POST0 SECURITY CAMERA POLE D-5724 D-5724 D-5724 D-5725 D-5725 D-5725 C B A D STR WOOD DE STR WOOD DE H G F E REFERENCE DRAWINGS D-10163 FOUNDATION PLAN DEAD END STRUCTURE - ERECTION DIAGRAM 3 BEAMS 4 COLUMNS TYPE 8-0 TYPE 9-6 TYPE 9-6 TYPE 16-0 TYPE 17-0 TYPE 17-0 3 BEAMS 4 COLUMNS 115KV BUS SUPPORTS 115KV SWITCH STANDS 115KV PCBs (REF ONLY) SUPPORTS END STR 35' DEAD 115KV SWITCH 115KV BUS SUPPORTS STANDS PT STANDS115KV SWITCH STANDS 115KV BUS PEDESTALS 115KV BUS PEDESTALS 115KV BUS PEDESTALS SECURITY CAMERA POST & BUS SUPPORTS SECURITY CAMERA POSTSECURITY ACCESS POST CAMERA POST SECURITY ACCESS POSTSECURITYSECURITY ACCESS POST THIS DRAWING SUPERSEDES D-5426_01 c:\pwworking\projectwise\jinels\dms14623\D-20897_01.dgn INTERNAL USE