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R-403517
Lo co O I 1) I W C I QI w V) A — I ZZ YY XX © VV , 210' -2 1 /2 " , 36' -21/2' 1.1121 -0„12, -0" 1 5, -0" 27, -0" 27' -0" 27, -0" 27' -0" 27' -0" 27' -0" 27, -0" 27' -0" , I SECURITY CAMERA 'D-15813 2'-0" D-15813 SECURITY POLE FDN ;N CAMERA 5` POLE FDN ` Lo A r1 . D-3797 I D-3797) D-37971 D-3797I D-3797 D-3797 D-3797 D-3797 D-3797 o o -� I - - - - - - - - - - - - - - - - - - - - M WW��co i D-3797 230KV BUS SUPPORT , D-3797 FOUNDATIONS - - — - - - - —o - - I D-3797 1 - D-3797 D-3797 D-3797 r - - D-3797 - - D-3797 I- - D-3797 D-3797 i '1 N -3 7 9 7 - - - -�t - - —— - - —-- t� � ` I D 3797 �, D-9210 co I D-9I210 I D-9I210 I D-9I210 D-9I210 230KV SWITCH STAND -- FOUNDATIONS- 1 I O I i 8' O�� � � ►I 8 i.� 8 i O ii 8' _O ii I 8 , — " '� ►I'� ►I 8T I 8—i ►� 8� 8'-0 . 18 ` I ID-17907 ID-17907 D_17907 , D-1 7907 I , D-1 7907 , —230KV-PCB - - - - -- I - �- - -- - - -- FOUNDATIONS co r "'o D-18742 I p_18742 I D-18742 I D-18742 I D-18742 I D-18742 230KV SWITCHYARD DEAD END 00 If NORTH -SOUTH BASELINEI FOUNDATIONS So MO I - D 17907 D-13747 D-17907 D-17907 D-115 22 -- - - - - 230KV PCB FOUNDATIONS I„ I 18,_0„ I18'-0" I „ 0 8 -0 8 -0 8'-0 8 -0 8' -0 8 -0 8'-0 8 -0 ,i 230KV SWITCH STAND N D-9*210 I D-9I210 I D-9I210 I D-9I210 I D-9I210 AND YARD JUNCTION BOX SUPPORT ID-3097 - - FOUNDAT I DNS`\OD I D-3797I o � o of 1 I i D-3797 D-3797I D-3797I D-3797 D-3797I D-3797 D-3797 D-3797 N O— �1 D-3797I 230KV BUS SUPPORT c�11 I D-3797 _ _ FOUNDATIONS �o D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797 D-3797I - - - - - - - - - - - - - - -L-;J0 D-3797 a _ o0 D-3797 115KV SWITCHYARD NORTH -SOUTH BASELINE 1 7 4� SECURITY CAMERA LD-15813 -POLE-FDN � o N 51'-7" 24' -0" w po z Q w Q U m H 3cn cw >3 Sc U-)� �a w MATCH LINE (230kV SIDE) ( 1 1 5KV SIDE ) 20 0 20 40 GRAPHIC SCALE 1 " = 20' 0 27' _0„ _I 0 V) Ld w cn W z _ U Q FOUNDATION SCHEDULE NOTE: SEE D-18738, SHT 1 FOR COMPLETE FOUNDATION SCHEDULE. NOTES: 1. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 2. STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F'c = 4,000 PSI 51,2 SACKS CEMENT PER CUBIC YARD OF CONCRETE, MINIMUM AIR ENTRAINING ADMIXTURE TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5%, SLUMP 4" PLUS OR MINUS 1"• 3. CONCRETE SHALL BE PLACED ON FIRM COMPACTED NATIVE SOIL. IF SOFT OR WET SOILS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER OR REPRESENTATIVE. COMPACT TO 95% DRY DENSITY OR AS DIRECTED. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ' jtjohnson 05/09/2017 ' THIS DRAWING SUPERSEDES D-2867 m a a a m m m m m a a m • m a a a a m a m a ■ as as as as as as ❑ ❑ ❑ ❑ ❑ ❑ 23OkV © ©® ©a©■ SMI TC"YARD a a a ■ D��B To-H ❑ 10 H I �l L J �'-n 'c © oo aC7 0.0 �o vM� !o ��o. o •�pY •'p am am S I101*A 0 0 oo- ,�.pp� ? o � rJ � 00 � 00 ■• ,0 00 0-0 O O 0 • ■ ■ ■ ■ • • ■ ■ • ■ ■ i ■ ■ ■ ■ • �z KEY PLAN NTS R-403517 REVISION DESCRIPTION: IWO NUMBER:111023064 FOUNDATION PLAN PERMIT SUBMITTAL 230KV SWITCHYARD TALBOT HILL SUBSTATION DATE (M/D/Y) PUGET SUBSTATION DRAWING No REV No CAD `Q;{ II 1 ' SOu GENEY DEPARTMENT D G D — 18738 1 ENGINEER G', �vS,�/� // `� �!6 SHEET: 2 of 2 REVIEWED SCALE: 1 "= 20'-0 CLASS: S I TE/FDN FILE No: APPROVED J 1 y. i j& CADD NO: $$DGN$$ CODE: TAIL 3 2 1 —E =ED W. I— A $FILE$