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Home My WebLink AboutR-411701s 7 m 5 e 3 2 1 O Q I W F_ E LEGAL DESCRIPTION PUGET SOUND ENERGY PARCEL #202305-9003: SWI,4 OF NEI,4 LESS PORLY BET PSPBL CO 50 FT ESMT B 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 SE'/4 OF NE'/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 B 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 TAT BOT HILL SUBSTATION 0� 230KV CLR STATION 1. SURVEY REFERENCE REFERENCED SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER, 2015 IN SUPPORT OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. SURVEY DATA PROVIDED BY PUGET SOUND ENERGY FOR USE IN THIS WORK 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 w O SE �/4 SECTION 30, TOWNSHIP 23 NORTH., RANGE 5 EAST., W.M. DEA CONTROL POINT NO. 3006, A 1/2" REBAR WITH "DEA CONTROL" CAP AT THE TURN INTO THE SUBSTATION, 75' S360W 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. AREA PLAN 200 0 200 400 GRAPHIC SCALE 1 " = 200' S • PUGt 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 REQUESTED 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 GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS 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 REQUIRED 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 REQUIREMENTS, 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 REQUIRED 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 THE CONDITIONS OF THE PERMIT OR APPROVED PLANS, THE CITY/COUNTY MAY REVOKE THE ORIGINAL 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. 11. SEE DRAWING D-19980 SHT 2 FOR ADDITIONAL CITY OF RENTON STANDARD PLAN NOTES. DRAWING LIST® P 1- 1.I( - ( I I T kI!l- TT TI r D-19980 2 CITY OF RENTON STANDARD PLAN 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-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 R-41 1 701 REVISION DESCRIPTION: AS -BUILT SEEN LON�F 7/20/21 �� WAS�y�r�C p� ��L �� " [�,2�5492 SIONAL�'� PSE ENGINEERING CONTACTS 355 110TH AVE NE, BELLEVUE WA. 98004 GROUP NAME PHONE EMAIL PROJECT MANAGEMENT JEFF McMEEKIN 425-462-3824 Jeff.mcmeekin@pse.com ELECTRICAL ALISON KLIMA 206-914-8621 alison.klima@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.fu@pse.com PERMITTING BRAD STRAUCH 425-456-2556 bradley.strcuch@pse.com WO NUMBER:111024154 WO NUMBER:111024153 Know what's below. Call before you dig. SITE PLAN AND GENERAL NOTES CLR TALBOT HILL SUBSTATION 800 DATE (M/D/Y) PUGET CAD SDS 01 / 11 / 21 SOUND ENGINEER HSL 01 / 11 / 21 ENERGY REVIEWED HSL 01 / 11 / 21 SCALE: NONE APPROVED / / CADD NO: $$DGN$$ SUBSTATION ENGINEERING DEPARTMENT CLASS: S I TE DRAWING NO REV NO D-1 9980 3 SHEET: 1 OF 2 FILE NO: CODE: TAL 0 rn Q O 0 0 O N U E u 14 0 8 1 7 1 6 1 5 ' 4 1 3 ' 2 ' 1 C:*Users*bmohideen*OneDrive - POWER Engineers, Inc*Desktop*Work-From-Home*Talbot Hill MU for Basheer*D-19980-01.dgn