The URL can be used to link to this page

Home My WebLink AboutR-4035017 6 1 5 I 3 1 2 Lo O I C) I 0 W PUGET SOUND ENERGY TALBOT HII... SUBSTATION -11 k 230KV S"\\/V1TCHYAR F SE �/4 SECTION 30., TOWNSHIP 23 NORTH., RANGE 5 EAST, W.M. LEGAL DESCRIPTION PARCEL #202305-9003: SW1,4 OF NEI/4 LESS PORLY BET PSPBL CO 50 FT ESMT & BPA 200 FT ESMT LESS FOR D POR WITHIN PSPBL CO 200 FT SHUFFLETON R/W SUBJ TO ESMTS TCO 17-802 PARCEL #202305-9066: POR OF SE1,4 OF NEI/4 LY WLY OF C OF S PIPE LN R/W ALSO POR SD SUBD LY NLY OF SLY LN OF BONNEILLE TRANS LN ESMT R/W & ELY OF C OF S PIPE LN R/W SUBJ TO ESMTS - TCO 17-741 SITE DATA: LOCATION: 2400 S PUGET DRIVE, RENTON WA 98055 SURVEY NOTES 1. PURPOSE OF THIS SURVEY THIS SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER, 2015 IN SUPPORT OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. 2. BASIS OF BEARING WASHINGTON COORODINATE SYSTEM, NORTH ZONE, NAD83 (NSRS 2011). 3. VERTICAL DATUM NAVD 88 NOTE: NGVD 29 = NAVD 88 MINUS 3.5'. SOURCE - CORPSCON FOR WINDOWS CONVERSION SOFTWARE VERSION 6.0.1. C 4. SITE BENCHMARKS DEA CONTROL POINT NO. 3006, A ',2' REBAR WITH "DEA CONTROL" CAP AT THE TURN INTO THE SUBSTATION, 75' S36OW FROM POWER POLE 317326/166450. ELEV = 436.88 FEET. DEA CONTROL POINT NO. 3008, A MAG NAIL AND "DEA CONTROL" WASHER IN THE TALBOT STATION, 87' S880E FROM A CATCH BASIN AND 39' N770E FROM A CATCH BASIN. ELEV = 438.63 FEET. 5. METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A LEICA MS50 TOTAL STATION, LEICA P20 SCANSTATION AND LEICA GS 14 GPS RECEIVER. THIS SURVEY COMPLIES WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL TOLERANCE LEVELS OF LESS THAN 0.011 METERS). i c c� � m a f' I � s� / / I B I I I I I • _ ......... _ _ _ _.............................._... ..�::._:_...v I 3 ;2�30KV, $WITEHYARD ��M f � .-_..: __rr I I... .. _ ,._._ _._......__...._...... - ......... ..................................�-.............. '! 1 1 5 ky $_ L"fil 4" IJ A i AREA PLAN w a 0 8 7 6 $FILE$ SURVEY NOTES (CONTINUED) 6. PROPERTY LINES THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED UPON READILY AVAILABLE PUBLIC RECORDS. TOGETHER WITH LOCAL MONUMENT TIES AND ARE SHOWN FOR GRAPHIC PURPOSES ONLY. PROPERTY CORNERS WERE NOT STAKED IN CONJUNCTION WITH THIS SURVEY. 7. MONUMENT VISITAION ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING DECEMBER, 2008 UNLESS OTHERWISE INDICATED. 8. ENCUMBRANCES CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE DATED 2008 USED FOR LAND DESCRIPTION AND ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REOUESTED OR PERFORMED. 9. UNDERGROUND UTILITIES UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A PRIVATE UTLITIY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS -BUILT AND REFERENCE DRAWINGS. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 10-CONTOUR INTERVAL 1 FOOT 11.SUBSURFACE CONDITIONS SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 12.1-800-424-5555 MUST BE CALLED NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REOUIREMENTS OF THE LATEST STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE CITY/COUNTY PUBLIC ROAD STANDARDS UNLESS OTHERWISE NOTED. 2. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE CITY/COUNTY. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 4. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY/COUNTY DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. BEFORE WORKING IN THE CITY/COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL: A. OBTAIN A GENERAL PERMIT FROM THE CITY/COUNTY. B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY/COUNTY TO ASSURE SATISFACTORY COMPLETION OF THE WORK. C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REOUIRED BY THE CITY/COUNTY. 7. THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. 8. ISSUANCE OF A SITE DEVELOPMENT PERMIT BY THE CITY/COUNTY DOES NOT IMPLY OR SIGNIFY THAT THE PROPOSED WORK COMPLIES WITH THE REQUIREMENTS OF OR IS ALLOWED BY OTHER ORDINANCES, REGULATIONS, OR REOUIREMENTS, OR STATE OR FEDERAL LAWS. CONTRACTOR WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH ALL STATE, FEDERAL, AND LOCAL RULES, REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. 9. THE CITY/COUNTY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REOUIRED TO ENFORCE THESE REGULATIONS. THE CITY/COUNTY REPRESENTATIVE SHALL PRESENT PROPER CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING ONTO PRIVATE PROPERTY. 10. SHOULD THE CITY/COUNTY BECOME AWARE OF CONDITIONS THAT INVALIDATE THE ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT THE APPLICANT IS NOT COMPLYING WITH N O THE PERMIT R APPROVED PLANS, THE CITY/COUNTY THE CONDITIO S F I 0MAY REVOKE THE ORIGINAL I L PERMIT AND/OR ORDER WORK STOPPED ON THE PROJECT. THEY MAY REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR REVIEW AND APPROVAL AND APPLY FOR A NEW PERMIT. 5 200 0 200 400 GRAPHIC SCALE 1" = 200' 0 -01 JER,��, _ r Ord 49527 G4�Q AL li f l5 ib 3 REVISION DESCRIPTION: PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED SI TE 1 A i ! {_ Z S it � w 16 r (f Q i H tD I RENTON DRAWING LIST: DWG NO: SHT NO: D-2867R 1 D-2867R 2 D-2967R 3 D-287OR 1 D-1 8730 1 D-1 8731 1 2 3 4 5 D-18732 1 2 3 D-1 8734 1 2 3 D-1 8735 1 2 D-18736 1 2 D-1 8737 1 2 D-18738 1 2 D-18739 1 2 D-18746 1 2 3 4 TITLE: FOUNDATION REMOVAL PLAN SHEET 1 OF 3 FOUNDATION REMOVAL PLAN SHEET 2 OF 3 FOUNDATION REMOVAL PLAN SHEET 3 OF 3 STRUCTURAL REMOVAL PLAN SITE PLAN AND GENERAL NOTES TOPOGRAPHIC SURVEY SHEET 1 OF 5 TOPOGRAPHIC SURVEY SHEET 2 OF 5 TOPOGRAPHIC SURVEY SHEET 3 OF 5 TOPOGRAPHIC SURVEY SHEET 4 OF 5 TOPOGRAPHIC SURVEY SHEET 5 OF 5 TEMPORARY EROSION/SEDIMENT CONTROL PLAN-230KV SWITCHYARD TEMPORARY EROSION/SEDIMENT CONTROL PLAN -ACCESS ROAD TEMPORARY EROSION/SEDIMENT CONTROL DETAILS GRADING AND FENCING PLAN 230KV SWITCHYARD GRADING AND FENCING PLAN 115KV SWITCHYARD GRADING SECTIONS AND DETAILS ACCESS ROAD PLAN SHEET 1 OF 2 ACCESS ROAD PLAN SHEET 2 OF 2 DRAINAGE PLAN DRAINAGE SECTIONS AND DETAILS DETENTION POND PLAN DETENTION POND SECTIONS AND DETAILS FOUNDATION PLAN SHEET 1 OF 2 FOUNDATION PLAN SHEET 2 OF 2 STRUCTURAL PLAN SHEET 1 OF 2 STRUCTURAL PLAN SHEET 2 OF 2 VISUAL BARRIER PLANTING PLAN SHEET 1 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 2 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 3 OF 4 VISUAL BARRIER PLANTING PLAN SHEET 4 OF 4 PSE ENGINEERING CONTACTS 355 110TH AVE NE, BELLEVUE WA. 98004 GROUP NAME PHONE EMAIL PROJECT MANAGEMENT MOLLY REED 425-462-3933 molly.reed@pse.com ELECTRICAL ALISON SMITH 425-914-8621 alison.smith@pse.com CIVIL CHRIS RUSSELL 425-766-3529 christopher.russell@pse.com CONSTRUCTION MANAGEMENT CODY SPENCE 425-466-8946 cody.spence@pse.com CONTROLS YUNG FU 425-922-1742 yung.f u@pse.com PERMITTING JEFF McMEEKIN 425-462-3824 jeff.mcmeekin@pse.com R-403501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENTENGINEERING 2 17 •O 05/09/ 0 O REGIONAL FIRE AUTHORITYAPPR VEDn cthomas 05/09/2017 FV CURRENT PLANNING 0 vdolbee 05/09/2017 SURFACE WATER UTILITY ,,} IL rstraka 05/09/2017 WO NUMBER: 111022315 G'..40c/ sse // DATE (M/D/Y) CALL BEFORE YOU DIG Call: TOLL FREE 1-800-424-5555 SITE PLAN AND GENERAL NOTES 230KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO REV NO ' SOUND ENGINEERING D- 18730 ENERGY DEPARTMENT SHEET: 1 OF 1 SCALE: CLASS: S I TE CADD NO: $$DGN$$ 2 1 1 LE NU: DE: TAL E n m