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Home My WebLink AboutLarge Format - 2 of 2E D B ~ w (/) ::, "' A "' w ~ 0 "' 8 1 5 8 $FILE$ ±19'-4" MAX t±457.58' MAX. - 11'-0" 4---- J,PL. HT. A.F.F. 7 2 27'-4" I NORTH ELEVATION~~- RECESSED CAN SOFFIT LIGHTING@ N & S DOORS 1 38'-8" 1 11'-, ii 6 I METAL RIDGE CAP -PRE-FINISHED; SEE SPEC. --STANDING SEAM METAL ROOFING -PRE-FINISHED; SEE SPEC. VERTICAL METAL SIDING -PRE-FINISHED; SEE SPEC. _ ~OUV_ER HEAi22 10'-2t MECH. VENT, SEE SPEC.'S. PROVIDE SIGN ON DOOR TO BATIERY ROOM IN ACCORDANCE W/ IFC 608.7.1 CMU VENEER -SEAL; SEE SPEC. '-----PROPOSED FINISH GRADE 438.25' 1/8" = 11-0" ------------------ 2 METAL RIDGE CAP -PRE-FINISHED; SEE SPEC. ~-STANDING SEAM MTL ROOFING -PRE-FINISHED; SEE SPEC. ~-TYP. SECURITY CAMERA BLOCK-OUTS PER 4/A6-2. COORD. POWER W/ OWNER. (SEC. BLOCK OUT) 1 O'-~ TYP.J, ---VERTICAL METAL SIDING -PRE-FINISHED; SEE SPEC. ---CMU VENEER -SEAL; SEE SPEC. PROPOSED FINISH GRADE 438.25'L ;· PROPOSED FINISH FLOOR 438.75' EXISTING FINISH GRADE 438.20' EXISTING FINISH GRADE 438.10' ------------~ SOUTH ELEVATION 1/8" = 1 '-0" FACING TOWARDS PUGET DR SE 1 2 NOTE: ~ -NO ROOFTOP , ) I I @ EQUIPMENT I I I '1 1: I! r J 1; I I 11'-0" n I ~-t Ir-, !i5LTJT:-A.F.F. -. -I u u u II I --I I . . . . . -n I I , ---, D ~ ,' CCC ~ I I BARD AC UNIT , 0 ~~ ''""' , = / ~ -oaooc~n 0~ -, . 000 ""--RS I I ~ " i ', - I I ',, ~ uuu' I_ '\ = ' I u II . I - • l J 'f~ E/W 1/8" = 1'-0" --- ------------ 7 6 5 3 2 1 4 I L ----+---~-----___J _________ _L__ ________ __[_ _________ I B 39'-8" A 39'·8" CcJ. A ±19'-4" MAX ----------±457.58'MA~ -------LIGHT FIXTURE OVER DOOR. SEE 2/A6-2. 11 '-0" --PL. HT. A.F.f.! --VERTICAL MTL. SIDING -PRE-FINISHED; SEE SPEC. CMU VENEER -SEAL; SEE SPEC. '------PROPOSED FINISH GRADE 438.25' 1/8" = 1'-0" B ------,l-------+-----+--VERTICAL METAL SIDING -PRE-FINISHED; SEE SPEC. --+----+-----!---PROVIDE BLOCKING & J ADDITIONAL FURRING AS NEEDED FOR BARD UNITS PER MANUFACTURER'S REQ.'S. ALL LUMBER TO BE PRESSURE TREATED. -TYP. TYP. SECURITY CAMERA BLOCK-OUTS PER 4/A6-2. COORD. POWER W/ OWNER. CMUVENEER -SEAL; SEE SPEC_ CONTROL JOINT (C.J.) -TYP. PROPOSED FINISH GRADE 438.25'--~ :4 j WEST ELEVATIO_N _____________ _..1,__-:_8"_=-'1'----"-·-0" @ 6 A I 12 / -.., 12 I 5\ A3:;) B I/ ~ -1 Li-----= ~ --/ --_ .c---1 I ; I I - I I I ... . .. I ,'/ r:-J :11 ~ , I I ,, -~ _ _, N / S SECTION NOTE: NO ROOFTOP EQUIPMENT 1/8" = 1'-0' ' LAWHEAD ARCHITECT P.S. s WO NUMBER: 111022315 - REVISION DESCRIPTION: CUP ELEVATIONS - GENERAL SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING, - TYP. U.N.O. 2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND FINISHING PLWDARE TO BE PAINTED. REFER TO SPEC. AND/ OR DETAIL SHEETS A6-1 ANDA6-2 FOR MORE INFORMATION. 3. REFER TO SPEC FOR PRE-FINISHES ON ALL SIDING, TRIM, ROOFING, SOFFITS, FASCIA, FLASHING, & LOUVERS. LEGEND [[]] VERTICAL METAL SIDING ~ CMU -SMOOTH FACE ~ CMU -SPLIT FACE C.J. CONTROL JOINT A.F.F. ABOVE FINISHED FLOOR PL. HT. PLATE HEIGHT MATERIALS BRAND ROOF, FASCIA, TRIM AEP SPAN MTL. SOFFIT & TRIM AEP SPAN NAME/NUMBER COOL ZINC GREY COOL ZINC GREY MTL. SIDING & TRIM AEP SPAN COOL FOREST GREEN DOORS & FRAMES TNEMEC PEWTER GREEN SW 6208*' -. ---------------------"··--------------------- CMU MUTUAL MATERIALS CHARCOAL CMU WALL MTL. CAP AEP SPAN LOUVERS@ MTL. SIDING TNEMEC TUBE COL., BEAMS, CAPS TNEMEC COOL FOREST GREEN COOL FOREST GREEN' ADAPTIVE SHADE SW 7053** ' MATCH TNEMEC PAINT TO AEP SPAN COLOR " MATCH TNEMEC PAINT TO SHERWIN-WILLIAMS COLOR APPLICABLE CODES: RMC RENTON MUNICIPAL CODE 2012 IBC, WAC 51-52 2009ANS, ICC/ANSIA117.1-2009 2012 IFC, WAC 51-54 2012 WSEC, WAC 51-11 2012 IMC, WAC 51-52 2008 NEC (NFPA 70), WAC 296-468-010 20.08 NESC.C?~201_2,)/VAC296-46B-010 __ _ RECEIVED DEC O 6 2016 CITY OF 11!::~-lTON ~\ANMWJG DIV!$JON CONTROL HOUSE --------- A3-1 CUP Building Elevations & Sections TALBOT SUBSTATION E -D ki-c I B ------A • DATE (M/D/Y) • PUGET DRAWING NO REV NO 5 4 .,, N---l,,ll...\. \ FRANKE, '1\WH!:AD STATEOFWASHING:TQN 12342NORTr[UPWA BELLEVUE, 1NA 9~00 (425) 556-1220 -P (42:>) 556-1128 -F y s ~--------- -- CAD ENGINEER REVIEWED APPROVED r------------- 3 -------------- CLR 11 I 21 I 16 I I I I I I --------- I 2 SUBSTATION SOUND ENGINEERING D-18740 0 ENERGY DEPARTMENT SHEET: 1 OF, 1 ------.. SCALE: VARIES CLASS: HOUSE FILE NO: GADD NO: CODE: ... ----------- I I 1 E D C B A "' w f-- <( 0 .. !FILE! 8 LEGEND: --437-- -0- f7':l ~ EXST SPOT ELEVATION EXST CABLE TRENCH EXST STATION FENCE EXST CONTOUR EXST POWER POLE PROPOSED CATCH BASIN PROPOSED DRAINAGE PIPE 7 6 5 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ======================CJ=========================================================================~----===------------------------------=Cd 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 PROPOSED ------0 CATCH BA~ AND DRAINAGE ,, PIPE !SHOWN 0 FOR REF ONLY l '\ ,, ,, \ ----1---1-,, ,, N =173589. 80 E =1304565.77 PROPOSED VAULT PROPOSED EDGE OF STATION DRIVE ~ I I 11 I I 11 11 11 II II II 11 11 11 11 11 11 11 11 11 11 11 ~ 11 l><"J'o· D . ~"J'o" ,, EXISTING ¢ I I I I I I I J I } \ \ l "' '~, I STATION DRIVE ___ }~----------A------------------------8------------------------------------------~------------------------~~~ ' 01 I ,, PROPOSED '' CONTROL '' HOUSE ,, N =173575.36 E =1304543. 06 N =173535.70 E =1304543. 52 19'-11" \ \ I I 'o 10 ~- ----------------;;:+---~ ~":,'o· '~ 2 )---~'--=.;;;;;-;;;,.;;;--;;;.~~='--=J~=.;l;t~c...t;;;~~=;;;;.;;,:......-----{2)-----t------ CB45 '' -'1----6" CONNECT I ON INSTALL PROPOSED TEMP STORM PIPE, CONNECT TO BLDG DOWNSPOUT GRADE r--IE @ EXISTING\ __ f' ~I:E E~= n ___ .::i I FOR ROOF ORA IN NEW CABLE VAULT 437. 75 ~ J \ TRENCHES -~~o~~~ 6~:;-'':j I ~ 50LF 6" SINGLE WALL \ ~CORRUGATE_!!__ HOP~ EXISTING BLDG TO BE REMOVED C!J. === ~ ----~'.s!:I --~~-------, I -...... . ......_ ' I ' I ' I / [!]/ + / EXISTING VAULT TO BE REMOVED ---:o":?· A N =173574.92 E =1304504, 40 1 --,r; -:o'o·· --- N =173535. 26 E =1304504,85 ~ I -ro B INSTALL NEW CABLE TRENCHES TEMP STORM~~ PIPE, CONNECT TO '-- BLDG DOWNSPOUT 7 7 7 ll -ll -ll " " CONTROL HOUSE LOCATION PLAN 8 7 6 5 IE@ EXISTING GRADE 10 0 ~--1 --1 . I . I 1 0 20 ~1 I __ GRAPHIC SCALE 4 / \ \ 40 I ro "' "" \ \ \ \ I I I I I I 3 / / // / / __ . ..-/ // _....,--·----~/ / ¢ /.// / / / 2 CONTROL POINT #3006 I,[ REBAR AND CAP N: 173334.95 E: 1304576,25 ELEV: 436,88 / / / I / I I I I I I I I I I I I I I ,! ;:, I ?----· / "'" / _...., -/ / .. rrm ffiil 230kV SWITCHYARD DOD D D " •,.oco"• '"•=Ill= ••• ,. •• ..d:. .. pp•: . . . . . . . . . . .. . • • II II II • ii II .. II • II o o a 1•....t?._\1, ..11·1 a lUI EII:I mr it:-1 a~ 0 a o o .c:.cllbl1T,IO..t,V•~ a·•· a-1 u o o o Iii ~ ••• "lnG111~n1,,.,.~ .... rn ... rn,.1rn .. .Iii m rn 800H0H••HUll0DD .............. 11•••••••••·· .... . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ KEY PLAN E I I D C 8 ..---------.-----------,,---------------------------rA REVISION DESCRIPTION: WO NUMBER: 111023064 REVISE NOTE DATE (M/0/Yl CAD ~ · }'.)0 Svv\ {,, I I~! \(, ENGINEER C. ~//.55'!!--/I 6 I /5 I/~ REVIEWED I I APPROVED J. 1+~"1RY 0/p 113 ! If,, 3 2 CONTROL BUILDING LOCATION PLAN TALBOT HILL SUBSTATION DRAWING NO • PUGET SUBSTATION SOUND ENGINEERING D-18745 ENERGY DEPARTMENT SHEET: 1 OF 1 SCALE: 1"= 10' -0" CLASS: SI TE FILE NO: CADD NO: $$DGN$$ CODE: 1 REV NO 1 E D C B A :ti:-11 /:"$ / 8 I / / / ~ / ' / / ' / ' / ·./ , / . / _;""· / j .,, .,J ,• / / .f' / \ / /· ;::. ' ' . ,, ' ,, ,r • > \ ,_ ;.....-s--· ·-· \ I I / / 7 LEGEND: •438,25 -444- ---444 --- --It-- ,------1 I I L ____ ~ CJ 0 ---<0------~ -- t· . 1 , , , , . ', , , , '' ', :.,,.,.: , , ' ' , . , 8 SPOT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS PROPERTY LINE STATION FENCE SLOPE AND FLOW DIRECTION FOUNDATIONS IREF ONLYI TYPE I CATCH BASIN !SEE DRAINAGE PLAN) TYPE II CATCH BASIN (SEE DRAINAGE PLAN) DITCH LINE DRIVEWAY 7 ,-----=-,c;{· .-,-.• ..,-•.• ~•-•• ,,_',•I',,,"?·'.·• b SPCC CURB AREA,,/ GRADING NOTES 1, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 2. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM DENSITY PER SECTION 2-03.3114JC, METHOD C OF WSDOT STANDARD SPECIFICATIONS. 3, ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET, BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY A SOILS ENGINEER. NOTES 1. INSTALL 4" THICK LAYER OF YARD COUFlSE IPEf1 PSE SPEC. 1275.13301 AND 9" OF BASE COURSE (PER PSE SPEC. 1275.1310) IN 230KV SWITCHYARD. BACKFILL AREAS WITH BASE COURSE AND 4" OF YARD ROCK WHERE EXISTING FOUNDATIONS HAVE BEEN REMOVED AND NO NEW FOUNDATION IS LOCATED. THE NEW LAYER OF YARD COURSE WILL MATCH THE EXISTING YARD COURSE ELEVATION. 2. TOP OF FOUNDATIONS INCLUDING SPCC CURB SET AT 438.33. INTENTION IS FOR TOP OF YARD ROCK TO BE 1" BELOW FOUNDATIONS. 6 '.-·,, " ,o.' -I 5 w z -1W w (/)S <( 00 ID N -1-0 l/l N Wo ~m ,w 1-(/) z <( w 'I APPROXIMATE EARTHWORK QUANTITIES EXCAVATION: 12,400 CY EMBANKMENT: *9,800CY j *INCLUDING IMPORTED FILL & ROCK IOUANTITIES SHOWN FOR PERMITTING PURPOSES ONLY, CONTRACTOR SHALL VERIFY OUANTITJESJ. 30 0 30 ~::lll!c::J111111111Caa 1~1 ~- 50 GRAPHIC SCALE 1" = 30'- ,, I ! ' 'Ii ) • • I ' '\ ' { ' 'j \' I . ; ~ i , I . ' J . I ' <i l ' I \ \ REFERENCE DRAWINGS D-18730 SITE LAYOUT AND GENERAL NOTES RECEIVED DEC O 6 7n1~ CITY Of RENTON PLANNING DI\/IS!OM D-18732 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN D-18735 ACCESS ROAD PLAN D-18736 DRAINAGE PLAN D-18737 DE TENT ION POND PLAN D-'18738 FOUflDAT ION PLAN D-18739 STRUCTURAL PLAi~ 120 I CALL BEFORE YOU DIG B r::R:-::'.E v":':"r';'.";s r":'.:oN':""'D::":E'.'.'.'.sc'.::-R r:':P:7TI".::oN'.""", """T'w:."o ~NW:'.'.", M:-:BE'.':"R ,-:17·1 -:-:, 0:'::'2'.:".2 3:-".'1"'.'.'."5 --,----G-R_A_D_I_N_G_A_N_D __ F_E_N_C_I _N_G __ P_L_A_N ___ J_ A PERMIT SUBMITTAL 4 3 CAD ENGINEER REVIEWED APPROVED . ,. t. DATE (M/0/YJ I I 230KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SOUND ENERGY SCALE:1"= 30'-0" SUBSTATION ENGINEERING DEPARTMENT CLASS: SITE DRAWING NO D-18734 SHEET: 1 OF 3 FILE NO: // I 17 I lfp CADD NO: $$0GN$$ CODE: TAL 2 1 REV NO 0 E D C E D C B A <JJ-w >- <l'. 0 ff> Im El 8 I ' l(l 115KV SW ITCHY ARO NORTH-SOUTH BASELINE 8 ' LO "' I 1 ~AA TCH LINE 0 ,- 0 (230KV (115KV 0 I --I I ---J 0 C 0 0 I I = = C I I Q b SIDE) SIDE) --I --J = = = B I l::::::l --- I I I ,-' ' I 111 11 11 t1 I U " Ll C --I I I_ -J B L ___ ___J B SPCC CURB AREA,,/_ ~I = = '--_I I I 1_ -_I = = C ,, r fl r• --I --j I I_ -_I :: I I -_I :: -NEW 7' HIGH STATION FENCE W/BARBED WIRE, TYP (SEE 0-18381 I, TO BE CONSTRUCTED IN SAME PLACE AS EXJSTING FENCE. = = l::::::l C 1 I e , II ~ I 11 ti II II 1 u u U I I I I B ------Fl SPCC YARD ROCKl438.2~ I_ -_I -1::-1 I=':: I;-, :: ' ' " I I_ -_I :: --·1 I I --, I I Ii _Ii _ii_, , _ -, _ - " " " = C f' = = ,-- = -- ' ' " I I.A.1 I I l_ ---l [@ 0 . 0 d=' I': 0 o'=' 0 0 1·-·--·---_u _1 _1 Jll ~1-llll ll I :JI JI Jl Jll " I --I " " " I --J = [' C C = 0 ,- I I HOUSE .--- ii L --·--------- - I I I II -, LJ 1--- L -_I 0 0 0 0 0 0 0 ,-1 , _ I 0 ~1-lllllll ,11'111111 :JI JI JI Jll JI Jl JI Jll r--1 r-·-1 I __ J J __ J 1--I I I I ,-- I I I I I I_I I_I ,_1 C C ,, 0 0 o' -- C C C C ,, C . ' --L -- ~--~ L -- " " " " " " :: ------ --------- -:: --- -RE-ESTABLISH 5' -0" SHOULDER AND INSTALL 4" OF NEW YARD ROCK, TYP AROUND SUB ISEE SHEET 3, DETAJL 1 I " I -- I -- Q 0 0 0 -,o - I J 0 0 0 Q Q 0 ·"' v• 0 0 0 "' " I • -• I L'~I I • .. I L _:' I I-, -I L' .". I ' ---~ --------~--.. -~------------·--------··-------·-- <) --------'-'---------1=L-----~------------------------------------------------------------t~ L----t-~--~f.---~---------·----------------------------i------- 581 '-8 11 ----------------------------------------~::_:_ _ _:-_,_ ________ _ • f J • LEGEND: 1438,251 --ft_-- ~----1 I I l _____ _ Cd . . . . . . ' . . . . , . ' .... '.' . . . . . . ' NOTE: SPOT ELEVATION PROPERTY LINE STATION FENCE SLOPE AND FLOW DIRECTION FOUNDATIONS IREF ONLYI DRIVEWAY REPLACE STAT[ON FENCE AND RE-ESTABLISH SHOULDER lN 115KV YARD. NO OTHER GRADING WORK PROPOSED IN 115KV YARD. REFERENCE DRAWINGS 0-18730 S1TE LAYOUT AND GENERAL NOTES 0-18732 TEMPORARY EROS[ON AND SEDIMENT CONTROL PLAN 0-18735 ACCESS ROAD PLAN 0-18736 DRA[NAGE PLAN 0-18737 DE TENT !ON POND PLAN D-18738 FOUNDATION PLAN D-18739 STRUCTURAL PLAN CALL BEFORE YOU DIG Ca I I : TOLL FREE 1-800-424-5555 E D C B ----------,,------------,.----------------------------1-A REVISION DESCRIPTION: WO NUMBER: 111022315 30 0 30 60 120 ~ 11111111 ~ I ' I -~ _____ ,,, GRAPHIC SCALE 1 II = 30' 7 5 5 4 3 PERMIT SUBMITTAL DATE IM/D/Yl CAD / / ENGINEER II I /5 1/6 REVIEWED / / GRADING AND FENCING PLAN 115KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SOUND ENERGY SCALE:1 11 = 30'-0" SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D-18734 SHEET: 2 OF 3 FILE NO: REV NO 0 --1----------1-------+--------..,_ _______ --J APPROVED CLASS: SI TE J -\-t E' NIZ'{ / I / /', / I& GADD NO: $$DGN$$ CODE: TAL ------ 2 8 E D C B A 8 7 s.oo' SHOULDEfi EXISTING STATION FENCE 4" NEW YAFW COURSE 5 -A~Z~'i~. ~S~LO~P~E~ ' '1.": -;~a. 00 '' ""'" ' ' ' .,.,:;~~~""'-----I~' oO O o " i-, . .i '//\\ '' //\\ //!\\\!_ //\\ •. 0 NATIVE SOIL _/ •: OR COMPACTED , • SUOBASE FILL 9 11 NEW BASE COURSE OQOo';,j o C? Oo ' ' :,;'·, ,. ,). TYPICAL STATION SECTION DETAILG)J) NTS 1 2 RISERS AND CATCH BASINS SHALL HAVE FRAME AND GRATE CAST INTO RISER-- 4" YARD COURSE CAST-IN INVERTED FRAME AND GRATE I 2 1 -0 11 TAPER (TYPI c>oo& ... ooooc§60~ :: 9" COMPACTED DEPTH / Q~ , BASE COURSE PER PS~ · SPEC1275.13100-, CATCH BASIN, TYPE 1 IPER COB DETAIL D-2> f\lOTES: 6"MIN _ _,__ . . ' ' ; / :.1\\. : .. \\\'{/', / / 1. LOCKING GRATE IS REQUIRED WHEN OUTSIDE OF SUBSTATION FENCE SLOPE TOP OF BASE COURSE FROM 10' AWAY 0~ FROM EDGE OF FOUNDATIONS, ETC OUTLET PIPE TYPICAL CATCH BASIN GRADING OUTSIDE OF SPCC AREA DETAIL 2 NTS 1 7 6 5 'I 4" NEW YARD COURSE 4 j V 7'HIGH STATION CHAIN LINK FENCE (TYP AROUND 15 '-0" STATION, EE D-18381) 3'-0" ------------------,.!..I ,>-----"-::_--..I, GRAVEL DRIVEWAY Q, 9" BASE COURSE "'-PErl PS[ STD 1275. 1320 ~8" HOPE DRAINAGE PIPE SECTION NTS SEE PLAN DRIVE WAY GRAVEL DRIVEWAY SECTION NTS (!) 4" NEW YARD COURSE EXISTING GRADE CALL BEFORE YOU DIG Ca I I : TOLL FREE 1-800-424-5555 E D C B r:R::::E-:-:V:-:I s-:r=oN'."":'.:DE:::S":'.':CR".".[".'.'PT ... [-:0 ... N ,-rW __ O_N_UM_B __ E_R , ... , ... 1-, "'.:"02 ... 2 ... 3".".1"'.'.'5---,.--------------------------..L A 3 PERMIT SUBMITTAL DATE (M/0/YI REVIEWED ; ; GRADING SECTIONS TALBOT HILL AND DETAILS SUBSTATION • PUGET SOUND ENERGY SCALE: NONE SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAWING NO D-18734 SHEET: 3 OF 3 FILE NO: REV NO 0 APPROVED / / I tt;° I /(.o CADD NO: $$DGN$$ CODE: TAL 2 8 E D C B 0, ;. 'O "' -"' 0 I 0 0 0 0 C Q) " a. X ~ ), CD -0 " I .<:: "' 1'i ::, (L u ? a. E "' >-- A / 0 I E a. sf' 0 .;; LC') -"-. " z -- Q) 'O E ·~ 8 -, I NOTES 1. PURPOSE OF JHIS SURVEY THIS SURVEY WAS PERFORMED IN AUGUST AND SEPTEMBER, 2014 AND OCTOBER. 2015 IN SUPPORT OF A PUGET SOUND ENERGY SUBSTATION UPGRADE PROJECT. 2 BASJS OF BEARING WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83(NSRS 2011 ), 3, VERTICAL DATUM NA VD-88 NOTE: NGVD 29 = NAVO 88 MINUS 3.5'. SOURCE -CORPSCON FOR W1NDOWS CONVERSION SOFTWARE VER 6.0.1 4. SIJE BENCHCHMARKS DEA CONlROL POINT NO. 3006, A 1/2" REBAR 111TH "DEA CONlROL" CAP AT THE TURN IN TO THE SUBSTATION, 75' S36'W FROM POWER POLE 317326/166450. ELEV = 436.88 FEET DEA CONlROL POINT NO. 3008, A MAG NAIL AND "DEA CONlROL" WASHER IN THE TALBOT SUBSTATION, 87' S88'E FROM A CATCH BASIN AND 39' N77'E FROM A CATCH BASIN. ELEV = 438.63 FEET 5. METHODOl OGY FIELD MEASUREMENT FOR THIS SURVEY WERE PERFORMED USING A LEICA MS50 TOTAL STATION, LEICA P20 SCANSTATION AND LEICA GS 14 GPS RECEIVER. THIS SURVEY COMPLIES WlTH 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 (ANO POSITIONAL TOLERANCE LEVELS OF LESS THAN 0.011 METERS). 6. PROPERTY UNES THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN HEREON ARE BASED UPON READILY AVAILABLE PUBLIC RECORDS TOGETHER WlTH LOCAL MONUMENT TIES AND ARE SHOW FOR GRAPHIC PURPOSES ONLY. PROPERTY CORNERS WERE NOT STAKED IN CONJUNCTION WlTH THIS SURVEY. 7. MONpMENTATION VlSITATION ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING DECEMBER, 2008 UNLESS OTHERWISE INDICA TEO. 8. ENCUMBRANCES CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE, ORDER NO. XXXX, DATED XXX 18, 2008 USED FOR LAND DESCRIPTION AND ENCUMBRANCES OF RECORD. NO FURTHER SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED. 9. UNDERGROUND UTll IJJES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A PRIVATE UTILITY LOCATE SERVICE TOGETHER WITH AVAILABLE UTILITY AS-BUILT AND REFERENCE DRAWlNGS. NO GUARANTEE IS MAOE 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 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). LEGEND BENCH MARK CONTROL POINT (AS NOTED) E5 BRASS CAP/SURFACE MON. (FOUND AS NOTED) MONUMENT (FOUND AS NOTED) ELECTRIC MANHOLE ELECTRIC VAULT ELECTRIC PULL BOX ELEClRIC METER ELEClRIC RISER ELEClRIC CABINET GUY ANCHOR --x---x-- SECTION CORNER QUARTER CORNER X100.o SPOT ELEVATION TAX LOT / PARCEL NUMBER ~ OWNERSHIP TIE ASPH ASPHALT CB CATCH BASIN CLF CHAIN LINK FENCE CMP CORREGA TED MET AL PIPE CONC CONCRETE EG EDGE OF GRAVEL GA GUY ANCHOR IE INVERT ELEVATION MON MONUMENT pp POWER POLE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCTRETE PIPE E--- 0 GUY POLE [I] " p IIIII p * 7 ELEClRIC lRANSFORMER CARSONITE MARKER POST OR BOLLARD DECIDUOUS TREE CONIFEROUS lREE STUMP WATER VALVE WATER METER FIRE HYDRANT SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN VAULT STORM CATCH BASIN STORM CULVERT SIGN LIGHT POLE ----P---- ----OP---- ----SS---- ----SD---- ----T---- ----w---- 6 DITCH LINE EDGE OF GRAVEL OR DIRT EDGE OF PAVEMENT FENCE LINE (TYPE AS NOTED) lREE/VEGETA TIDN LINE ROCKERY EASEMENT LINE EXISTING RIGHT-OF-WAY LINE PROPERTY LINE QLARTER SECTION LINE ROAD CENTERLINE SECTION LINE SIXTEENTH SECTION LINE STATE BOUNDARY SURVEY CENTER LINE POWER UNDERGROUND LINE POWlcR OVERHEAD LINE SANITARY SEWER LINE STORM DRAIN LINE COMMUNICATIONS UNDERGROUND LINE WATER LINE 4 SE 1/ 4, SEC. 30, TWP 23N., ANG. 05E., W.M. TREE TABLE POINT TYPE DIAMETER DRIP LINE POINT TYPE 10,034 ALDER 16" 20' 11,088 ALDER 10,035 FIR 14" 30' 11,089 MAPLE 10,036 FIR 12" 20' 11,090 ALDER 10,037 FIR 7" 15' 11,095 MAPLE 10,038 FIR 22" 30' 11,096 MAPLE 10,039 DECIDUOUS 8" 20' 11,102 COTTONWOOD 10,040 . MAPLE 8" 22' 11,103 COTTONWOOD 10,041 FIR 24" 35' 11,104 COTTONWOOD 10,047 FIR 18" 20' 11,111 ALDER 10,048 ALDER 7" 20' 11,112 ALDER 10,049 FIR 24" 30' 11,113 ALDER 10,108 ALDER 12" 25' 11,115 MAPLE 10,109 ALDER 16" 25' 11,134 MAPLE 10,100 ALDER 22" 32' 11,135 ALDER 10,111 ALDER 2-12" 30' 11,158 ALDER 10,123 ALDER 7" 15' 11,188 FIR 10,124 ALDER 7• 13' 11,192 MAPLE 10,125 ALDER 6" 15' 11,205 COTTONWOOD 10,155 ALDER 16" 35' 11,206 ALDER 10,156 ALDER 2-12" 35' 11,207 ALDER 10,157 ALDER 10" 20' 11,208 ALDER 10,158 ALDER 8" 20' 11,209 ALDER 10,159 ALDER 2-8" 25' 11,210 ALDER 10,170 COTTONWOOD 32" 40' 11,211 COTTONWOOD 11,244 DECIDUOUS 10,171 COTTONWOOD 36" 40' 11,245 DECIDUOUS 10,178 MAPLE 30" 60' 11,246 DECIDUOUS 10,207 FIR 36" 35' 11,267 DECIDUOUS 10,208 FIR 30" 35' 11,268 DECIDUOUS 10,209 FIR 24" 30' 11,269 DECIDUOUS 10,210 FIR 2-12· 35' 11,271 DECIDUOUS 10,211 FIR 16" 15' 11,272 DECIDUOUS 10,212 FIR 24" 30' 10,213 FIR 12" 20' 10,214 FIR 18" 20· 10,215 FIR 22· 25' 10,216 FIR 22· 30' 10,217 FIR 30" 35' 10,218 FIR 16" 30' 10,219 FIR 16" 25' 10,220 FIR 14" 20· 10,221 COTTONWOOD 30" 35' 10,222 ALDER 3-8" 35' 10,232 MAPLE 36" 50' 10,335' DECIDUOUS 10-8" 30' 10.402 CLUMP 4-14" 35' 10,850 DECIDOUS 2-12" 30' 10,851 ALDER 10" 18' 10,852 ALDER 12" 30' 10,853 DECIDUOUS 20" 20· 10,854 ALDER 10" 30' 10,855 ALDER 10" 30' .,,, ... 10,856 ALDER 8" . 25r;~f'; 10,857 ALDER 16" 25' · 10,858 -FIR 16" 25' 10,859 ALDER 4-6" 20' 10,860 ALDER 8" 25' 10,870 ALDER 8" 25' 10,871 ALDER 14" 25' 10,872 ALDER 3-6" 30' 10,873 MAPLE 6" 35' 10,874 DECIDUOUS 20" 25' 10,875 ALDER 6" 20· 10,876 ALDER 15" 40' 10,877 ALDER 10" 30' 10,878 ALDER 8" 20' 10,879 ALDER 8" 22' 10,880 ALDER 8" 22' 10,881 ALDER 15" 40' 10,882 ALDER 15" 38' 10,883 ALDER 15" 35' 10,884 ALDER 10" 25' 10.885 ALDER 10" 25' 10,886 ALDER 8" 25' 10,887 MAPLE 8" 40' 10,888 MAPLIE 8" 40' 10,889 ALDER 12" 25' 10,890 MAPLE 10· 40' 10,891 MAPLE 8" 35' 10,892 MAPLE 6" 25' 10,893 MAPLE 6" 25' 10,894 MAPLIE 6" 25' 10,895 FIR 16" 35' 10,900 FIR 14" 25' 10,902 DECIDUOUS 3-6 .. 24' 10,903 ALDER 2-12" 30' 10,335 DECIDUOUS 10-8" 30' 10,402 CLUMP 4-14" 35' 4 3 DIAMETER DRIP LINE 10" 20' 12" 20' 10" 10' 14" 20· 8" 15' 30" 40' 22-24" 40' 14" 25' 10" 20' 14" 20' 8-10" a· 20· 12" 25' 10-10· 10-10-12" 25' 32" 35' l~·Jg,10, 45' 24" 40' 12" 25' 30" 30' 10" 20· 12" 20' 14" 20' 12" 10· 30' 2-10" 30' 10· 30' 10" 25' 24" 40' 8" 25' 12" 30' 10" 30' DAVID EVANS -I" -···,. 2 VICINITY MAP RENTON SUNSET BLVD SITE PUGET DR SE PSE STAND.ARDS 0: 50. 3)(]() flCH~IIOUfS FOR TcfJIPORARY EROS1Qi,J ANO SEDlfJIENT CONTROi_ RF..v1s101·~ DECXRlf-"J rim~. WO NUMBER: DATE M D y RECEIVED DEC O 6 2016 CliY OF REfllTON PLANNING DIVISION Digitally signed by Douglas E Vogt Contact Info: dev@dealnc.com Date: 2015.11.1814:19:17--08'00' NAVO 88 CALL BEFORE YOU DIG Call: TOLL FREE 1-800-424-5555 TOPOGRAPHIC SURVEY TALBOT SUBSTATION DRAWING NO REV NO ANDASSOCIATES INC, CAD Jlv10E, DAMA • PUGET SUBSTATION 1 ·1 I 17 I 15' SOUND ENGtNEERtNG D-18731 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 ,__ ______ _,_______ ---- ENGINEER 1--------+--·---------- REVIEWED DE.V ---------· APPROVED 3 I / ENERGY DEPARTMENT SHEET: OF 5 I / SCALE, 1 "= 20'·-(J" CLASS: SIIT FILE NO: -------.c.,.-l----------~~----------1 \'2.. I O !\ CADD NO: svTPXps<=n0000-031.3.uwg (DEA) CODE: 2 ." .. , •" ' E D C B A ~ I') 0 I 0 0 8 ~ (J) a. X 5 <D ~ 0 "1 .c .!!1 .Cl ::, (L u > a. E !;- 0 I E !l" 0 '1'i 8 7 -----------OP ~------;;,--=~=-'-Qp--------l~ ----QP----O ---'r-lOP -J-7'--,i.!::::-"l::loe- -----Op ---1 i, ,-op ~ oP oP Op ----------OP ----------Op ----------OP BRUSH -______ o ~-t---_, X -x _..'.:==1f"+:__ \ X A_}'-'A._/'...../'-''~/x---x---xj ---x---x--- 0 CAMERA POLE @:; SD VAULT RIM=438.73 <:ft! ~-7 iJ ~7 ~ 0 438.7 IE=436.2 6"PVC S IE=436.0 4"PVC E(OWS) 4r( , :;i i] ,.P rh. 4~ 438.7 ~ " :>P' ' GRAVEL CB RIM=438.28 IE=435.8 4"PVC S IE=435.8 4"PVC SW IE=435.5 4"PVC N(OWS) RIM=438.78 IE=436.1 6"PVC S IE=436.0 4"PVC NE .;1) &. GRAVEL CONTROL POINT ,f3008 1 2" MAG NAIL ,,•· N: 173731.17 E: 1304542.61 ELEV: 438.63 .. ~~ 7 ' .;,•· •·' ,, D D w z ::; rd () a:: <C a. w z '.':,'o'J, ::J rd (.) ~ Q. I I D D ,;,'> 1033 ~RUSH ----OP ----r-OSc~---op,,.,.~--OP _-=::::~=:-Coei,::=-=:::.'.Of'!"._::==~~ D D D D D D D D D 0 D D D D D D D D 438.5 I D D TALBOT SUBSTATION D 0 0 D 0 0 D D D D 438.4 a D D * 0 D D SEE SHEET 3 f -' ,---~·-' 0 0 438.3 0 0 r::- L _ I I I I I I I I I 38 ~ I I I I I I 438.3 -, _J a a a I ~1-----, -----. D 0 0 0 D 438.5 r- L_1 I I I I I I I I I I I :;;fft LT ~l!J--.L I D 0 I I I I I I I I I I I ..... ~-..!.. '° I "' .. -, I ,..g,~ I lo I I 438.5 -, I _ _J T .1 ffl:;; ..L _ -1:JJ~ I I I DI I I I 01 I I al I I ..l..-m,, I I :!l ,-.. I I I I I lo I I I I I ..g,-' I ' lo I I I I I 438.7 I I m Ll -, T-" :)l :>P~' L t-J.. T ,.P; ' 438.7.1.. Jrl~_I I I I ...1438.7 I_]J., I I I l GRAVEL r I!? .. GRAVEL 5 4 ASPH ROAD ' \. \. \. \. \ 1/4" PIN, 1. 0' OWN, 4"X4" WITNESS P ST FA LEN \-----fl-OP----QP·~,:__--QP----'""~'------OP---- 43~ D 4 ' MOWED BLACKBERRY FIELD -443--- DAVID EVANS ANoASSOCIATES INC. 415-11BthAvenueSE Bellevue Washington 98005-3518 Phone: 425.519.6500 3 3 BRUSH ... , ,,.,.. REl/1::;10N DESCFIPTIOf\l. BONNEVILLE POWER ADMINISTRATION FD 6" CONC MON WIT BRASS PIN, 1. O' DOWN CONC. WITNESS POST NOR TH WESTERLY 2 ASPH ROAD 1/4" 4"X4" 0 10 20 40 TOPOGRAPHIC SURVEY TALBOT SUBSTATION DRAWING NO ,, REV NO CAD 11 ; 17 / 15 SOUND ENGINEERING - DATE M D Y • PUGET SUBSTATION D 18731 J\ICl, IJAM;\ ENERGY DEPARTMENT SHEET: 2 OF 5 ENGIN EE-R---+-_-_ --~ ---=--~-----1 1 _ _j__ __ ~-----------+-------;::-;;:----f.!.==."---"'-TfFliLiLl~. TiNci'.o:-'---1 REVIEWED APPROVED SCALE '. 1 "cc 0L!J' -0" CLASS: SITF -+-----.--/-c--:--/ --c:.*'.::'..:'..:'.::____'._:____::_::._...:::._ ________ L.:_= _____ .. _. ·_---1 i I () ; Ci\DO 1\JIJ: s·,rWXpsen0000-0513 dwg (DEA) CODE: 2 ' L D r: B I' E D C B 0.. E a. ~ > Q) 'O ' 8 438.7 o~, r,.4.J'o' D 438.5 D 438.6 ~ B BLOG • CONC w BLOG • ' ' BLDG ' ~ -----' '.J, BRUSH 10034 ~35 "0 1004 J ~427'-- 8 7 SEE SHEET 2 cw GRAVEL • TALBOT SUBSTATIO GRAVEL \ \ OP \ w I z ::J _J w u a:: -!J.>·t,,. <( • 0.. D D D D 0 438.5 9 0 0 D GRAVEL D D D D D 0 438.5 438.5 E] 9 0 0 D Op u u D D * D D D D * 0 D D 8' CLF W/BW G D D D p -------------- \_....J"' LI LI 0 D D D D I I I I I D I I I + _ 438.7 +-m I I I DI I I ol I D D D D D - I I o: 1 I ~">'o -t-~7 I ..1,lU~ I 438.5 439.2 L ' L_. 0 D 439.1 I r--- B SPMH RIM-438.33 L __ -- FILLED WITH CONG S VAU T RIM-437.63 FILLED 111TH GRAVEL 0 ' DP BRUSH .l 439.2 ~ --, ,_ -_J I ,,, .• ' I 439.1 -, _ _J "">. ------~~---------------------------------------------___ Ji ·----------------------------------------------- ~:::,....._,,.+-- LINE 7 435 100' WIDE CITY OF SEA TILE r--TRANSMISSION LINE EASEMENT __ _, / A.F.N. 5333805 ' 0 ,-) 438.1 5 -:')'?_:), • GRAVEL GRAVEL 438.3 w ISJ OP l'-1---kJ. 433, _____ ? OP----.::.' oP ~--0P~ OP OP--..1..._ oP---_J oP 4 7 ) -SEE S EET 2 .~ /Op.---~ 2 0~ ,/'<fp~OP~ ~OP op op---I I 0 10 20 40 oP---oP/i p---".-- ---OP ____ w'°'r,.:'\ ----0p OP IOP ~~.,.~~, ~,/'S/~ ' .,.," M WED B KBERRY FIELD 10857 0 j 108 7•--v 10875 10874 10222 I 91 73 I 445 op OP 10856 10871 10872 0 / ~" *10858 oP------------=---oP °"---- ~OP OP·---- ----OP ~,,Of>''----.\._ ~,1,~ -_OP r' ~ 1 BPA EASEMENT AREA A.F.N. 5178076 - CONTINUES SOUlHEAS LY ON ---- TO ADJACENT PAR \ " ••• *0900 .v, 10 59 RUSH ee~-o• cl' BRUSH ® POSSIBLE LL HEAD e r 451- 450- O~p ::::-::::=-~ -=~-OP -:::::.~OP'..:::::::::::::::c~,:,P -445- ----------- ~ ------------------------------------------ GRAVEL GRAVEL -------------------- ------------------------- ---------------------------------------------------------------------------------------- 445-BRUSH >,,-:-;r---- PROPERTY LINE PROPERTY LINE .._.. tu w I 00 w w 00 Digitally signed by Douglas E Vogt Contact Info: dev@deainc.com Date: 2015.11.1814:19:55-08'00' [ ~===icll'.:=====iofl'.:====::=;of~===icW r;;F<lE7v~1,~.,l~IJ;N~' DDlE:;-·;ccr~, ~I 1-:-. l~l~l.;IN~:....:.rw;o;--;N;;U;;:M;;;B~E-;;R-;-,-------T----------------------------------L I ~ ' 4 BPA TRANSMISSION TOPOGRAPHIC SURVEY TALBOT SUBSTATION TOWER / DAVID EVANS t:=--T------IDDA:ATrFE:-ii( M;.;-;;;;io7/YY'),l--.-:e.:------,--------.---::-:::-:-:-::~--~-_J ASSOCIAT PUGET s DRAWING NO REV NO AND ES1Nc._C_A_D__ ,JlvlDE.DAMA if/17/15 • SOUND UBSTATION D-18731 415-118thAvenueSE ENGINEER ---------ENERGY ENGINEERING BellevueWashington98005-3518 ----1 I DEPARTMENT Phone: 425.519.6500 REVIEWED / -/--ts;;C::-;A:;-L-,:E-:-: "'71-:; .. -::,,~2-;0-;.-_-;:0-;.,;----f:'.CL-A:-:S::S-:,--::S-I_T_E ___ fS~H~E.e,ET.!_':_· __;.)!___:0\1,!;~l.,-L"',_'.2Sf°',1r"'J :_L_:__j APPROVED \'2,. -; C) I \ CADD NO: svTPXpsen0000--0513.dwg \DEAJ CODE: 3 ? E. D C B O> 3' ,::, I') ~ "' 0 I 8 0 0 C ., "' a. X ~ :> ;J- 0 ; > ~ 0 <( 0 0 0 "' :3, "' ;;:; 0 0 0 0 0 z w V) _';,. :> [L E a. O> "' .. ~ > Q) ,::, 8 6 5 \ 11188 -445 BRU _ ---OP ---______--~ ~-----------------------------------------\--------------------------------------------------------------------------:_"'!_ __________________ -:::-:::-=::::::--__:__.:::_ OP ~ ~------------------------.~.-.~ ----H•-•••- --:BRUSH------------ -445 ------ C') 1-w w I Cl) w w Cl) 8 yyy --------------------------------~===-=~:----_~~J -----------~ Op -------------------------------------------------:--:-·:--------"=~--~- =--------------------------------------~- 12 1120 0 207 7 --:_.:_ =-----------------.-------------~-----~:== ---------------------====~-====---::..::-__:_-::-=:::::---------- --------0 :: :: ;;;--~------------ ~ -:--,_ \ ~ BPA EASEMENT AREA A.F.N. 5178076 CONTINUES NORTiiWESTERL Y SEE NEXT SHEET / '"''"'---::::::s :---------- / / / / / / --- / / / / / 5 \ \ \ \ I ' \ ! \ A- \ 11r"''o ! ill-, --I ' I I l \ f J I ! / II 1 :"\~ l ,r,/'c ; : ' I BR I I :...------~- i I ' DAVID EVANS ' .) REVISION DESCRIPTION: WO NUMBER: AND ASSOCIATES INC. CAD JMf)[, DAMA ______ __, __ ---- ENGINEER DATE (M/D/Y) 11/;//i'i I I 0 10 20 40 Digitally signed by Douglas E Vogt Contact Info: dev@deaino.com Date: 2015.11.18 14:20:12-08'00' TOPOGRAPHIC SURVEY TALBOT SUBSTATION • PUGET SUBSTATION ENGINEERING DEPARTMENT DRAWING NO REV NO SOUND ENERGY D-18731 I 415-118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 SHEET: ~ OF 5 >---·-----+-----------------------------------·-------·--+----------+---------+'-~-~-.,,,...,.,...,,-'~~-----1 F !LE NO: I I SCALE: 1 "::.~ 2 0' -u Ii CLASS: S I r E" i'l, 1 lo I I CAOD NO: svTPXpsen0000-03 I-,. dwg ( DEA l CODE: 2 E [ [ D C B O> 3' " I') ~ I') 0 I 0 0 0 0 C: " "' 0. X f; / "' ~ 0 " I .c ·.~ .0 ::, 0.. " <( / "-E " f- A / 0 I E "-..- 0 .ii U) '-" '-~ ~ " " E ·~ 8 I I I I I I I \ I I \ \ I I I I I I I I I I I I I I \ \ I I \ \ \ \ \\ I I \\ I I I I I I I I \ \ 7 3E -BAY 3 ELEVATION VIEW LOOKING EAST 46.41' 46.33' 2E -BAY 2 ELEVATION VIEW LOOKING EAST 46.32' 46.25' 1E -BAY 1 ELEVATION VIEW LOOKING EAST 46.35' 46.25' ~-LOWER PLATE DIMENSIONS SHOWN TO RIGHT ARE FROM INNER FACE AT THIS POINT SEE BELOW 0.15' LOWER PLATE BOLT PATIERN DETAIL -.-:-r-0 I TYP. I ! 0 r--0.. ci ~ 0-- 8 I I I 0 -D ;... C.: ,1 0.13' ci ~ 7 ' : -. ~~~- I I I I I I Ii (( I I I I 11 I I I I I I I I I I I I I I I I I( I I I I 11 11 I I 11 I I I I I I I I Ii (( I I I I I I I I I I 11 I I BAY3 PLAN VIEW 4 I I DISTANCE FROM CENTLERLINE ~ I I L --------_-_-_--::_-_-_--::_-_-_-_--::_-_-_~----_-_-_--::_-_-_-_-_-_-_-_-_--::_-_-_--::_-_-_ -------- 4.03' 4.03' CENTERLINE ESTABLISHED HOLDING MID-POINT HERE AND SOUTHERLY MID-POINT AT BAY 1 3W \ \ \ \ \ \ I \ \ \ I I I I I I I I ,, , .. ,,, ., L 3W -BAY 3 ELEVATION VIEW LOOKING WEST 46.42' I I I I Ii I I (( I I I I 11 I I 3.97' 4.10' L-;..-,::.,."'4t=:::.... _______ 4_6_.3_2_' -------=4P 1E 1E NOTE: --------------------_-_-_-_-_-_-_-_-_--::_-_-_-_-_-_-_-_-_-_-_-_:-_-_ ------------------1 I I I I 1 I I BAY2 PLAN VIEW DISTANCE FROM CENTLERLINE I I I ~ ------------_. -_-_-_-_--::_-_-_--_-_--::_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.} -------- 4.08' 3.98' I DIMENSIONS REPRESENT DISTANCE BETWEEN INNER FACE OF LOWER PLATE 4.16' 3.90' --------------r~--::_-_-_:--------------__ ---:_-_--::_-_-_-_-_______ -------1 I I I I I BAY1 PLAN VIEW DISTANCE FROM CENTLERLINE I I ; L_:-_-_-_:-_-_-_--::_-_-_-_-_-_-_-_-_--::_-_-_-_--::_ ----------_-_-_-_-_-_-_-_-_-_-_} I 3.99' 4.02' 4.11' r CENTERLINE ESTABLISHED HOLDING MID-POINT HERE AND 1 NORTHERLY MID-POINT AT BAY 3 4.02' --------------r_-_-_-_:-_-_-_-_-_-_-_-_-_-_:-_-_-_-_-_--::_-_-_-_-_-_-_-_-_ -------------1 I I I I 1 I 3W 2W 1W 0.13' TYP I UPPER PLATE \ \ \ I 11 I I I I \ I I I \ \ \ \ \ \ I I I I I I I I 11 I I I I I \ I \ I I I I I I I I PLATE DIMENSIONS SHOULD BE VERIFIED PRIOR TO METAL FABRICATION I . I ' I ('.) : f.-C.: l I 0 DIMENSIONS SHOWN IN ELEVATION DETAILS ARE FROM THIS POINT '": ~ I 0 -----0 0.17' TYP. G) I I I I I I I I I ----,, I 2W -BAY 2 ELEVATION VIEW LOOKING WEST 46.28' 46.21' 1W -BAY 1 ELEv'ATION VIEW LOOKING WEST 46.34' 46.24' I I I I I I fl I I Ii I I ( ( I I I I 11 I I I I I I I I I I I I I I I I ( ( I I 11 I I J.:1.:" 1·i ...• ; Ii,: I Dlgltally signed by Douglas E Vogt Contact Info: dev@dealnc.com Date: 2015.11.18 14:20:28-08'00' NAVO 88 [) C I B1 ~-LOWER PLATE 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I UPPER PLATE BOLT PA TIERN DETAIL PSE STANDARDS CALL BEFORE YOU DIG DIMENSIONS SHOWN IN ELEVATION DETAILS ARE FROM THIS POINT 6 -... , ------ 5 .. -.--... I I I I I I ---0 : F-. 0.: I ~ >-I c:i f-I -----------------¢ 0.25' 4 DAVID EVANS U15U c,2UO TECHNIQUES FOR l~MPOl,ARY EfliJ 0 ,10:\I AND SEDIM~NT crn,1T~OL Call: TOLL FREE 1-800-424-5555 r-------,---------,-------------=:::====:::::::::::==::::::::::::::::::::=::::::.+ A i?EVISION Dl:.SCl~IPHON: WO NUMBER: DATE M D Y TOPOGRAPHIC SURVEY TALBOT SUBSTATION REV NO AND ASSOCIATES INC. CAD • PUGET DRAWING NO SUBSTATION SOUND ENGINEERING D-18731 JMD[. DAMA 11 /1//'15 a 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone; 425.519.6500 ------ ENGINEER I I ENERGY DEPARTMENT SHEET: :, OF :, -·---··-·-··----------t---------------t---~~~,.........---1 [)f V / / SCALE: 1'" '" ?0'-0'" CLASS: 51 Tc FILE NO: R.EVIEWED ---+-~ APPROVED 12, / b I ~ CADD f\10: svE:XHBpser,OrYJO-f.L\1 .'i.dwg (DE.A) CODE: E D C B A 8 / NORTH-SOUTH BASELINE N 00°39°32" W I i ,, .- \ , i --/ I I / \ / i i \ I ! CB10 TYPE I .•.. ) J J RIM EL 437.92 N=17 4045. 02 E=1304802. 05 S-IE 8" 436.51 CB11 TYPE I RIM EL 437.92 N=173995.03 E=1304802. 63 N-IE 8" 436.26 S-IE 8" 436.26 CB12 TYPE I RIM EL 437.92 N=173935.03 E=1304803.32 N-IE 8" 435.96 S-IE 8" 435.96 CB13 TYPE I RIM EL 437.92 N=173875. 03 E=1304804. 01 N-IE 8" 435.66 S-IE 8" 435.66 CB14 TYPE I RIM EL 437.92 N=173825. 04 E=1304804.58 N-IE 8" 435.41 S-IE 8" 435,41 CB15 TYPE I RIM EL 437.92 N=173761. 04 E=1304805. 32 N-IE 8" 435.09 S-IE 8" 434. 71 W-IE 8" 434.81 8 / \ l ' r -\ -/1 I \ f I I , r I I ,,, I \ l ,-,, I \ CB16 TYPE I \ RIM EL 437.92 N=173715. 05 E=1304805. 85 N-IE 8" 434.48 S-IE 8" 434.48 CB17 TYPE I RIM EL 437.92 N=173665.05 E=1304806. 42 N-IE 8" 434.23 S-IE 8" 434.23 CB18 TYPE I RIM EL 437.92 N=1 73608. 05 E=1304807. 08 N-IE 8" 433.95 S-IE 8" 433,95 CB19 TYPE I RIM EL 437.92 N=1 73558. 06 E=1304807.65 N-IE 8" 433.70 S-IE 8" 433.70 CB20 TYPE II RIM EL 437.92 N=173500. 09 E=1304808,32 N-IE 8" 433.41 S-IE 12" 433.08 CB21 TYPE II RIM EL 437.92 N=173440,09 E=1304809. 01 N-IE 12" 432. 78 W-IE 12" 432.68 CB22 TYPE I / RIM EL 437.75 N=174044. 26 E=1304736. 06 S-IE 8" 436.40 CB23 TYPE I RIM EL 437,75 N=173934.27 E=1304737.32 N-IE 8" 435.91 S-IE 8" 435.91 CB24 TYPE I RIM EL 437.75 N=173824.28 E=1304738.59 N-IE 8" 435.41 S-IE 8" 435.41 CB25 TYPE I RIM EL 437.75 N=173760.28 E=1304739.32 N-IE 8" 435.14 E-IE 8" 435.14 CB26 TYPE I RIM EL 437.75 N=173717.31 E=1304739.82 S-IE 8" 436.42 CB27 TYPE I RIM EL 437.75 N=173607.32 E=1304741,08 N-IE 8" 435.93 S-IE 8" 435.83 7 / / / / 7 / / / / I ( TYPE 1 ( TYP l , DETAIL / J / / 6 \ \ \ \ ; HDPE ( TYP l, \ SJ;E SHEET 2, DETA!L3 ___ - (115KV SIDE) I I I_ -J CATCH BASIN SCHEDULE CB28 TYPE I RIM EL 437.75 N=173499.33 E=1304742.33 N-IE 8" 435.33 S-IE 12" 434.99 CB29 TYPE I I RIM EL 437.92 N=173439.33 E=1304743.02 N-IE 12" 434.69 S-IE 12" 430.66 W-IE 12" 430.66 E-IE 12" 432.36 CB30 TYPE I RIM EL 437,75 N=174043.72 E=1304678.06 S-IE 8" 436.39 CB31 TYPE I RIM EL 437,75 N=173933.73 E=1304679.33 N-IE 8" 435.89 S-IE 8" 435.89 CB32 TYPE I RIM EL 437.75 N=173823. 74 E=1304680.59 N-IE 8" 435.41 S-IE 8" 435.41 CB33 TYPE I RIM EL 437.75 N=173770. 71 E=1304681.20 N-IE 8" 435.09 W-IE 8" 435.09 CB34 TYPE I RIM EL 437.75 N=173716.65 E=1304681.82 S-IE 8" 436.42 CB35 TYPE I RIM EL 437.75 N=173606.65 E=1304683. 09 N-IE 8" 435.92 S-IE 8" 435.92 CB36 TYPE I RIM EL 437.75 N=173498.66 E=1304684.33 N-IE 8" 435.43 S-[E 12" 435.10 CB37 TYPE 11 RIM EL 437.92 N=173438.67 E=1304685.02 N-IE 12" 434.78 E-IE 12" 430.95 W-IE 12" 430.98 CB38 TYPE I RIM EL 437. 75 N=173995.80 E=1304603,49 S-IE 8" 436.46 CB39 TYPE I RIM EL 437. 75 N=173935.80 E=1304604. '1 8 N-IE 8" 436. Hi S-IE 8" 436.16 W-IE 8" 436.20 CB40 TYPE I RIM EL 437.54 N=173935.46 E=1304574.19 E-IE 8" 436.38 CB41 TYPE I RIM EL 437.75 N=173825. 81 E=1304605.45 N-IE 8" 435.66 S-IE 8" 435.66 W-IE 8" 436.05 CB42 TYPE I RIM EL 437.50 N=173825.46 E=1304575.45 E-IE 8" 436.23 CB43 TYPE I RIM EL 437.75 N=173751. 81 E=1304606.30 N-IE 8" 435.12 S-IE 12" 434,38 W-IE 6" 434. 79 E-IE 8" 434. 71 CB44 TYPE I RIM EL 437.75 N=173734.78 E=1304606. 50 N-IE 12" 434.29 S-IE 12" 434.29 W-IE 6" 434. 79 5 \ ' CB45 TYPE II --_::_- RIM EL 437.75 N=173605. 79 E=1304607.98 N-IE 12" 433.67 S-IE 12" 432.27 W-lE 8" 432.60 CB46 TYPE I RIM EL 437.75 N=173605.44 E=1304577. 98 E-IE 8" 432.75 W-IE 8" 432. 75 CB47 TYPE I RIM EL 437.75 N=173585.31 E=1304537.94 E-IE 8" 432.98 CB48 TYPE II RIM EL 437.75 N=173497. 80 E=1304609. 22 N-[E 12" 431. 76 S-IE 12" 431. 76 W-IE 8" 435.80 CB49 TYPE I RIM EL 437.75 N=173497.34 E=1304569.22 E-IE 8" 436.01 CB50 TYPE II RIM EL 437.92 N=173497. 80 E=1304609. 91 N-IE 12" 431.42 E-IE 12" 431.36 5 ;' EAST-WEST BASELINE N 89°20°28# E CB51 TYPE I RIM EL 438.25 N=173833.35 E=1304521. 38 S-IE 6" 436.25 CB52 TYPE I RIM EL 438.25 N=173832.86 E=1304478.44 S-IE 6" 436.45 CB53 TYPE I RIM EL 438.25 N=173750.35 E=1304479.39 N-IE 6" 436.03 E-IE 6" 435.93 CB54 TYPE I RIM EL 438.25 N=173651.36 E=1304523.47 N-IE 6" 436.25 CB55 TYPE I RIM EL 438.25 N=173733.37 E=1304479.58 E-IE 6" 435.93 S-IE 6" 436.03 CB56 TYPE I RIM EL 438.25 N=173650,87 E=1304480.53 N-IE 6" 436.45 5 CB57 TYPE I RIM EL 437.75 N=173669.79 E=1304607.24 N-IE 12" 433.97 S-IE 12" 433.97 W-IE 8" 435.80 CB58 TYPE I RIM EL 437.50 N=173669.32 E=1304566. 85 E-IE 8" 435.98 GI -1 GRATE INLET W/OIL STOP VALVE RIM EL 439.65 N=173733.87 E=1304522.52 E-IE 6" 435.21 W-IE 6" 435.71 S-IE 6" 435.84 GI-2 GRATE INLET W/OIL STOP VALVE RIM EL 439.65 N=173750.85 E=1304522.33 N-IE 6" 435.84 E-IE 6" 435.21 W-IE 6" 435.71 FLOW CONTROL STRUCTURE TYPE II (SEE D-18737_02) EMERGENCY OVERFLOW STRUCTURE TYPE II <SEE D-18737_02) 4 ', 4 3 NOTES 1. ALL NEW STORM DRAIN PIPE SHALL BE HIGH DENSITY - POLYETHYLENE (HDPEl PIPE CW/CORRUGATED EXTERIOR AND SMOOTH INTERIOR) UNLESS OTHERWISE NOTED. 2. RIP RAP SHALL BE 6 TO 8" ANGULAR ROCK, 18" DEEP AND SHALL BE 10'L x 10'W CENTERED ON TRASH RACK. 30 ~ 0 ~-30 I 60 I 2 LEGEND 1438.25! --li'.-- ,,..., u ========• ----- FINISHED GRADE ELEVATION PROPERTY LINE CATCH BASIN, TYPE I (SEE DETAIL SHEET 2l CATCH BASIN, TYPE II (48") (SEE DETAIL SHEET 2l HIGH DENSITY POLYETHYLENE DRAINAGE PIPE CW/CORRUGATED EXTERIOR & SMOOTH INTERIOR! STATION FENCE SLOPE AND FLOW DIRECTION CABLE TRENCH FOUNDATIONS (REF ONLY) RIPRAP REFERENCE DRAWINGS D-18730 SITE LAYOUT AND GENERAL NOTES D-18732 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN -D-18734 GRADING AND FENCING PLAN D-18737 DETENTION PONO PLAN D-18738 FOUNDATION PLAN D-18739 STRUCTURAL PLAN D-14566 ELECTRICAL ASSEMBLY PLAN 120 I RtCi::_\\JtD O\:C O \i ZQ\6 y Of R!:.NiOlsl C~~NN\NG ol'/\S\Otl CALL BEFORE YOU DIG GRAPHIC SCALE Ca I I : TOLL FREE 1-800-424-5555 1" = 30' E D B r:'R:':Ev~r7s r:::o'."."N -=-oE::s:-cR:-:r=PT:-:-r:-oN'."": --r.w'"".o'.""N'.'."'u'"".MB-:-ER'."":""."1"."'11:-:0""."2".:"23'.""1-:5-~--------0-R_A_I _N_A_G_E __ P_L_A_N-------'---'-A PERMIT SUBMITTAL DATE -( M/D/Y I CAD I l / 11 / IC.. ENGINEER C. ,Rvs.seJI // /("J/1£, REVIEWED / / ' APPROVED /1 I 17 //(o 3 2 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: 1 "= 30' -0" SUBSTATION ENGINEERING DI;:PARTMENT CLASS: SI TE DRAWING NO D-18736 SHEET: 1 OF 2 FILE NO: REV NO 0 CADD NO: $$DGN$$ CODE: TAL 1 E 0 C B A -ifr w I- <( 0 -ifr $FILE$ 8 7 6 5 0" SOLID COVER l,if' THK DI AMO ND PLATE, POWDER COAT SAFETY YELLOW AFTER FABRICATION (ALL SURFACES) 31,{ FROM EDGE OF COVER TO INSIDE FACE <TYPI SPCC CURB/FTG - SEE FOUNDATION \ PLAN FOR DETAIL HANDLE: 1,{ DI A BENT BAR WITH 11,{ RAD 1,--:f---,-,--<; TY P 6" SECTION NTS INSIDE SPCC AREA 0 V"' <> n ~ u ( TYP l MATER [ AL: I A36 STEEL L 3 "x3 11 x 3,..1 611 xo' -1 11 <TYP 4 PLACES) COVER DETAIL (BOTTOM VIEW) NTS 1"DIA PVC VENT PIPE, ELEVATION= 1" (MINI ABOVE TOP OF SPCC CURB (NOT SUPPLIED WITH OIL STOP VALVE) \ -~--3"MINIMUM -CLEARANCE '-+--.--,---<: Ty p INSTALL A 3,s" SS EXPANSION ANCHOR FOR HANGING THE FLOAT CABLE HANDLE " 7 • ' • V • a_""! co , 0 • ' ( 't,· YARD COURSE-----,.__ VOJ! v /;. OY.O'--'D 4 e1'6' [> ' D \ ;<e.0 > '<!,_ 'aoD...OoDoao~-----yARD COURSE 4 •4 ° ()oOi;)o , 6 ' ""oOoooO / BASE COURSE~()~,'.) 1 ,\;, ·Oo BENTONITE a82-"~ O() 0 ~ ·b." o MAT DoOo~~, · J600(l .c.100 r> , , • . QOOo ' D '•,,,:,,.,, .. ,,,, (Yc'\Qo;,-, O -L..C..__:. I> . < ,/ria::.~· ,::,,· ..... , .. , .......... . ..........__ ..... '..J .........,,._,, ,. ''• •,. '•,'•. t!,~ r-'rr s..._ } > • > • > • ' > ' > ' • • , ' , 4 ,, •, .. ,, ·• ... _ .... " ••• '•. •,"" .... v; / ///)-:\ './ f( / / //\':i,V/? 4 SAND ./, i ' ~ 4 4 6"SCH 80 PVC OUTLET PIPE(Sl .·]~· ... ~ ;_;-.:~ <I~' FLEXIBLE CONNECTOR w/CLAMPAS .:~~~; .. ; ' N ' I -" ~;" .. ''-GRATE INLET TYPE 2 ' (WA STATE STNDARD PLAN B-35,40-001 "-....., I '--' <, ~ c,..'"' t,. \ ~26Qi ALL PICKUP HOLES FULL . ~ · 'q; ' J ...._....._ ' ; " 0 • ·:;;::, ; .. • \. 1 , ~.'.~AFL/CLARK OIL STOP 8 -<' ·" '-e---"'1 L/ , ,1,. VALVE OSV-6 • :~ ~· <1 ° : ,L--.~J....,-. -,-,,.,".....u.--~.='. --.....J.J---~.. .. PS E MID 9 99601 6 / 4 v<lr l.\ vv (;). \ :\ t>" !:, 1D-"' D. \ " • " • ,. ( "' ..... Q • Q ( • h." • </ e ). </, ) '-' ""1 V ,f • < V • 'I 11 1,~\'/ 1( I I l/\~\".11! 'I 11 1:~'ij'f iH-k.Ess STEEL ANCHOR . . . FOR HOLD DOWN STRAP GRATE 6" OIL NOTE: INLET STOP TYPE VALVE 2 WITH DETAIL VERIFY THAT VALVE SEAT rs CLEAN AND CLOSES PROPERLY THEN CHARGE GRATE INLET WITH WATER TO LEVEL SHOWN (APPROXIMATLY 200 GALLONS OF WATER WILL BE REQUIRED I MAKE SURE THAT VALVE IS IN OPEN <FLOATING I POSITION, RISERS AND CATCH BASINS SHALL HAVE FRAME AND GRATE CAST INTO RISER CAST-IN INVERTED FRAME AND GRATE 1 1 4" YARD COURSE 2 1 -o" TAPER (TYPl SLOPE TOP OF BASE COURSE FROM 10' AWAY OR FROM EDGE OF FOUNDATIONS, ETC 9" COMPACTED DEPTH BASE COURSE PER PSE SPEC 1275.13100 INLET PIPE 6"MIN CATCH BASIN, TYPE 1 (PER COB DETAIL D-21 NOTES: 1, LOCKING GRATE IS REQUIRED WHEN OUTSIDE OF SUBSTATION FENCE OUTLET PI PE TYPICAL CATCH BASIN, TYPE 1 DETAIL 2 1 7 6 5 MIN TRENCH WIDTH 6" o.o. 6 " GRAVEL BACKFILL FOR PIPE ZONE BEDDING a rJ) ( SEE NOTE l w z D 0 N . D w 0.. 0.. • <.!) HOPE/PVC PIPE TYPICAL OUTSIDE OF PIPE SPCC BEDDING AREA DETAIL (WSDOT STANDARD PLAN B-11 I NOTE: SEE WSDOT STANDARD SPECIFICATIONS SECTION 9-03,12(31 FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING. 4 3 1 FOGT!TE No.2 METER BOX & STEEL TRAFFIC LID w/INSP PLATE HAND WHEEL FINISHED GRADE GATE a 0 N w ...J "' a <C <(I-• w w V, VALVE DIMENSION SIZE "A" M & H VALVE CO, A,W,W,A, RESILIENT SEATED GATE VALVE w/MECH JOINT ENDS VALVE ASSY DETAIL 4 1 10'± (OR TO FDN 10'± (OR TO FDN OR SPCC CURBl OR SPCC CURB) SPCC PERFORATED DRAIN DETAIL 5 1 5 4 • MORTAR FILLET ' . , ' , , ' ' ' , ' ' ' ' ' • ' ' ' 3 CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD ~ z ' :;;; ::E .,. r:f't----ft(..__~ RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION ' " <O ~ ,, .. • • ' ' ,. ' • 48", 54", 60", 72", OR 96• STEPSORC LADDER ~![ == , . ' ' • >----FLAT SLAB TOP ' CATCH BASIN ' MORTAR (TYP.) DIAMETER 48" 54" 60" 72" 96" ' REINFORCING STEEL 12" CATCH BASIN 2 WALL 1 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. Frame and grate may be installed with flange down or cast into adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Std. Spec. 9·04.3. CATCH BASIN DIMENSIONS MAXIMUM MINIMUM BASE REINFORCING STEEL BASE DISTANCE in 21ft IN EACH DIRECTION KNOCKOUT THICKNESS THICKNESS BETWEEN SIZE KNOCKOUTS INTEGRAL SEPARATE 4" 6" 36" 8" 0.15 0.23 4.5" 8" 42' 8" 0.19 0.19 5" 8" 48" 8" 0.25 0.25 6" 8" 60" 12" 0.24 0.35 8" 12" 84" 12" 0.29 0.39 PIPE ALLOWANCES PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER SOLID PROFILE ALL DIAMETER CONCRETE METAL CPSSP G) WALL@ WALL@ SEPARATE BASE CAST IN PLACE INTEGRAL BASE PRECAST WITH RISER "O"RING 48'' 24" 54" 30' 60" 36" 72" 42" PVC PVC 3 30" 24" 27" 30" 36" 30" 27" 36" 42" 36" 36" 42" 54" 42" 36" 48" GRAVEL BACKFILL FOR PIPE ZONE BEDDING ,.. 12" ~.~--.-..-:--1, 96" 60" 72" 60' 36" 48" 4" STATION YARD COURSE //. "· \' '.· .. ·. COMPACTED SUBBASE ~ . V t,. q r, i:' G) CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9-05.20) ®(Std.Spec. 9-05.12(1)) @ (Std. Spec. 9-05.12(2)) SEPARATE BASE PRECAST CATCH BASIN TYPE 2 TYPICAL CATCH BASIN, TYPE II DETAIL 6 SPCC CURB/FTG SEE FOUNDATION PLAN FOR DETAIL (REF ONLY) I : I><> • z .. ~ !> ' • 0 • ' • '" 9 y (1\>.~ ... J • ,. 0 ~-t:,. -~ • "" vt,.Vi::,.(> \vt:,.Vt:,. ,t> \ • o "" 11> • " . ' • ,;-.,." ( ., \/ • • ts. 0 ' • .,.:" • I 1 V • ', V ,, 1 V • 1 '-6" WO V,0<( cr:o..w ::::, "'cr: ::: 0 <( "1 uw N O a, o-cr: er: V, ::::, «zo >-- 1 2" OF WELL GRADED SAND PER PUGET SOUND ENERGY STD SPEC 1275,1370 TYPICAL AREA INSIDE SPCC CURB • V !> "' I ' 0 V [> I ' 0 V 0 ' I> " 0 TYP CONC FOUNDATION INSIDE SPCC CURB AREA (SEE FOUNDATION PLAN) V " ' \). 1 \ C> \ z· -:lE • SJ' • V ..,. <> 0 ( • I> " COMPACTED BASE COURSE THE BENTONITE MAT AND UNDERLAYING SAND BLANKET SHALL BE SLOPED UP TO MEET CONCRETE CURB AND FOUNDATIONS, WRAP BENTDNITE MAT UP CONCRETE CURB OR FOUNDATION 4" MIN, TYPICAL ON ALL SIDES AS SHOWN, BENTONITE MAT SHALL BE A GEOSYNTHETIC CLAY LINER AND CONSIST OF BENTOMAT DN BY CETCO LINING TECHNOLOGIES, OR EQUAL, 7 1 E D B .---------~--------r--------------------------+A REVISION DESCRIPTION: WO NUMBER: 111022315 3 PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED DATE CM/D/YJ I I II I/'/ !/6 I I JI / /'7 It&,, 2 DRAINAGE DETAILS 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: NONE SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAWING NO D-18736 SHEET: 2 OF 2 FILE NO: REV NO 0 CADD NO: $$DGN$$ CODE: TAL C B A .. a:: w V) ::, .. E D iflLE$ I ! ------' l _____ J 8 CQNC PAD OH / -------- / / / / / / -/ BR USH / / / G/ //// / / / ---' / -~ --------..._ ---- ' 8 I I I I I I ' ' ' ' ' ' ' ' 7 11 11 --"'"'~ ::::::::--w II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 D 0 FLOW CONTROL STRUCTURE, SEE DETAIL 1, SHEET 2 11 II 6 II II 11 II II II II 11 D ~· 11 I_ ________ I 11 11 11 11 11 11 11 5 ,-1 I : : I GR A V[L 11 II . II ~ 11 11 11 11 11 ! II II WOOD ISOLATION FENCE, :: :: SEE DETAIL 2, SHEET 2 1 -11-1-1-.../.--J: 11 11 ( TYP 2 PL ACES) 11 11 11 11 11 11 11 11 11 11 11 11 11 !I 47LF 12" ------11 II 11 SCH 80 PVC ( '11 : I : : NO SLOPE 1 :11: 1 11 I 11 I I ', I I I I ' 0 ..., 0 0 1_ !E~g~~s~~~TJON 6)======= = = ==== = = = = ====== =1..:_.:_,.., ===========at=====~===-----------------=& "-/ \.._ ----\' \/1/ ----~ & ----------------------------------------------\\ ' ' \ ' ' 2 1 -6 11 NEW 7' HIGH--~JI CHAIN LINK FENCE, TYP ' ' 10' WIDE POND ACCESS, SEE DETAIL 5, OP SHEET 2 ----OP ' /--------- MWS ELEV = 432": 5 - ------- / / ---- / / ' IE'=425.5 --- , WITH TRASH RACK,1 'PER DETAIL 3, ,J., SHEET 2 "' " ----- --434 435 -----~:A33.: _ --- ~25426-- IE=430.5 WI TH TRASH , PER DETAIL 'SHEET 2 -----) \ \ OP / ) POND BIJFTDM EL = i 425. 001 T>,."J~~Op // I / =------ SHOULDER (TYP AROUND STATION) SLOPE SHOULDERS 2'/. -- --- 7 1 -0 11 ----------/ -- EXISTING---..__ ,,-,, GRADE ~,, ---/ -----438 436 437 - ' / --/ -----=-=---~----- POND SLOPE TO BE STABILIZED AND HYDROSEEDED ONCE GRADING IS COMPLETE FINAL GRADE POND BTM = 425.0 ---------- " SECTION HDRIZ: 1" = 10' VERT; 1" = 6 ' "·'. A 4" TOPSOIL BTM LIVE STORAGE= 425.5 20 0 20 I --~' 4 441--~,-- --- I / - N I 40 80 i ____ ___JI GRAPHIC SCALE 1" = 20 1 7 6 5 3 2 POND VOLUME POND VOLUME REQUIRED: POND VOLUME DESIGNED: NOTE: 74,876 CF 79,980 CF I I I 1 I I I I I I I I I I I I l__ I I I I I ----/ / -------- RECEIVED DEC O 6 2016 CITY OF RENTON PLANNING DIVISION B r:R~E=':v;';17s7:IO~N:-;:DE~S;-;C:;;R:;-I ~PT~I-::0::::N'.": -r::W~O-:N:U:::M::::BE;:-:R:-:,-::1-::1-::1-;:0-;:2-;:2-;371-;;5--,------------------------------1-A PERMIT SUBMITTAL DATE (M/D/Y) CAO j }J ~V'\ I I / 11 / It, ENGINEER e. Rv..r.;:e..11 II l/7//~ REVIEWED / / APPROVED ,\4ENI: I ; I t7 ll 3 2 DETENTION TALBOT HILL POND PLAN SUBSTATION • PUGET SUBSTATION DRAWING NO SOUND ENGINEERING D-18737 ENERGY DEPARTMENT SHEET: 1 OF 2 SCALE: 1 "= 20' -0" CLASS: SI TE FILE NO: CADD NO: $$DGN$$ CODE: TAL 1 REV NO 0 E D 8 E D C B PIPE FLOW A ff> w f- <( 0 ffl 8 7 6 INLET FROM POND REMOVABLE WATERTIGHT OUTLET SAND COLLAR (TYPI ,;+-.._COUPLING V PLATE WITH 2" OR IF I CE PLAN VIEW ELBOW/2ND ORIFICE DETAIL DEBRIS CAGE SECONDARY INLET EL=432. 50 sz --. ELBDW/2ND ORIFICE PER DETAIL TH IS SHEET EL=431.60 ~LBOW/3RD ORIFICE ' PER DETAIL THIS SHEET l:'.L=430. 35 ., SHEAR GATE, 8" MIN DIA .. SAND COLLAR ( TYP l ' ' IE=425.50 OUTLET IE=425,50 .. ' sr 12• FLOW CONTROL N ~~,-.----t,-.i--STEPS DR LADDER STRUCTURE '' RESTRICTOR PLATE WITH 11,s" OR IF I CE EL=423.50 . Y. FLOW CONTROL SCREEN TYPE I I 60" DIA CATCH BASIN FLOW CONTROL ' . '. ' " N ;l-. BTM EL=421.50 ., .. ' ,· . ' '. • G' • ,: ' SECTION A TYPE 2 WITH STRUCTURE DETAIL NTS ANCHOR STRIP (TYP[CAL) 31/ DI A FRAME 1 1 l,z" NON CORR OS I VE BOLTS AND NUTS VIEW A-A ~~---~4 EACH- 1.14° X 2 11 X 5 11 STRIPS, WELD TO 3,/ DI A FRAME, SPACE UNIFORMLY ENDS TO BE WELDED TO 3,/ DI A FRAME ~~MAXIMUM 3" SPAC[NG i.---3,{ DI A FRAME I;/ X 2'1 X 5 11 STRIPS END VIEW TRASH RACK DETAIL 3 NTS 1 NOTE: ALL PARTS SHALL BE ALUMINUM ONLY (NO GALVANIZED STEEL I 7 6 5 REMOVABLE WATERTIGHT ar-.._COUPL I NG PLATE WITH 21,{ ORIFICE ELBOW/3RD ORIFICE DETAIL OVERFLOW WATER SURFACE EL=432. 66 SAND COLLAR (TYP) sz OUTLET IE=425.39 TYPE II 60" D[A~~ ' . ' .. . ' ' ' ' 1 ... ,,. .• . ? • .. ,. ' ' . EMERGENCY OVERFLOW DEBRIS CAGE ·' ·' . ·, •• ' IE=425. 39 • STEPS DR LADDER ' . y. ' ' ' ·, ,· ' BTM EL=423. 39 s , " STRUCTURE TYPE 2 DETAIL 4 NTS 1 5 4 4 3 2 X 6 6 x 6 POST w/CEDAR CAP BEAM 5,a" DI A BDL T w/NUT, 2-WASHERS & PALNUT CEDAR 2 x 6 BEAM FENCING STIFFENER DETAIL 2 ONG FIR 9 " 6 X 6 X 11 ' -9" L TREATED DOUGLAS 2 POST w/CEDAR CAP (TYP 2 PLACES) 3 PLAN VIEW NOT TO EXCEED 10'-o" VARIES A-\ 2 1 5,s" DI A x 8" GAL V MACH I NE BDL T w/NUT & ROUND WASHER (TO BE PLACED UNDER BOLT HEAD!, 111/ SQUARE WASHER ( UNDER NUT l & PALNUT (TYP 3 PLACES PER POST) 6 x 6 POST w/CAP (NOT SHOWN l 2 x 6 x 9'-2" LONG TREATED DOUGLAS FIR BEAM <TYP 3 PLACES! rn DETAIL 2 X 6 x 7'-11" LONG TREATED DOUGLAS FlR. <FIT BETWEEN POSTS & FASTEN TO BEAM W[TH A MIN OF 2-10D GALV NAILS EVERY 12") <TYP 3 PLACES) 1x6x7'-0"LG CEDAR FENCING (TYP 20 PLACES) 3 SCALE: 314" = 1 '-0" 9 " RILL A 13116" DlA HOLE THRU ' ' "" -_) V! OR A 5,s" DI A BOLT AND COUNTER ORE 2" DIA FOR A 13,/ OD WASHER 0 BE PLACED UNDER BOLT HEAD TYP 6 PLACES) FINISHED GRADE \ "'' ::; t' '{ ti • ' '"' I -"" ' <,D I ' - 0 "" I ~ 1 2 " D I A --:Jlll., CONCRETE FOOTING . ' ·• • TOP OF POST ;:::i ,pv'_ ' 0 I -O'.) ' 0 I -' -,·-I-f- I I (;,!),( xx I X,1, X )'.'.;,;( -'-I---I- I ' )w lL I ,-I----) X " i'-r, I---I- v vXJ\.. i ' ' ' - ~ ,, ; ), •• Yi: .;~· ~.: -~- •;• . -;. ,._ .. . • . ,. \'.~ ;., .-,..~-o. ~:_. .. :~,. ,.'J 1:~..:.: • .-:~· ' ,., - l l -c -I-----• ---,_ -I-~- I " I I I I I I I I I I I I ,--,---·-' ,_ -,_ -,_ -I-l " f-1 ' ' ,- f· :;;: -~:: !',; ELEVAT ION {: ~ . SCALE: 3/ II 8 = 1 ' -0,, . ~~ --' "' ___.. .: ;:.·;· NEW CONCRETE FOOTING = := ,= := :;. r, X ,,,:;,< X X X )< X X X X X X )< X )< X > ~: >/'),,; )< . 'Zx X X X X x>( X )< :~ "x x:x X ":x '>< X X :~ )< X ?x X )( ) ./ -- ' -' ~ ~::",. •):" .. :;:~ • -~ }j ~EX[S CON TING 12" DIA CRETE FOOTING . " . ","'!if}. WHEN PLACED NEXT TO EX[STING FENCE POST, REMOVE ENOUGH OF THE EXISTING CONCRETE TO ALLOW PROPER BONDING OF NEW TO OLD CONCRETE FOOTINGS. WOOD ISOLATION FENCE DETAIL 2 SCALE: AS SHOWN -· ., . ~. - 3" TOP COURSE\ d, Ar,, A •-; -; 0 ,''. . ~ ,, ~ ·. ' ' ' ,. ~ ' ... , STRUCTURAL FI L:Y ','.-"' 1 0' I <t. I I POND ACCESS DRIVEWAY DETAIL NTS 1 "-\ , ...,~{,,--',_ • ¢ ~ , '' ' ' " ., BASE COURSE 5 1 E D B i.R'.':E'."'V'."'.IS:"'.'I".'.':DN".""'.'.'D:':ES:':C':'R'."'.IP'.':T"."IO'."'N-:...,.'."'WO~N-UM'.':B'.':E"."R:"".1"".'1"".'1'.':0'.':2':'23:-1'.':5:---r---------------------------~I-A PERMIT SUBMITTAL DATE (M/0/Y) CAO I I ENGINEER C'. Rvss;e I/ II / /7 1/t, REVIEWED I I APPROVED j. \1.:/\IR It I 17 I Ii,, 3 2 DETENTION POND TALBOT HILL DETAILS SUBSTATION • PUGET SUBSTATION DRAWING NO SOUND ENGINEERING D-18737 ENERGY DEPARTMENT SHEET: 2 OF 2 SCALE: NOTED CLASS: SI TE FILE NO: REV NO 0 CADD NO: $$DGN$$ CODE: TAL 1 E D C B -<fr a: w V) ::::, <fr A <fr w f-- <( 0 <fr 8 7 6 5 4 3 2 FOUNDATION SCHEDULE C230kV SHT 1 & SHT 2) LINE DWG NO QTY DESCRIPTION COMMENTS 54'-o" 54'-0" 54 1 -OIi 54 1 -0 11 54 1 -0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27' -0" 27'-0" 21 1 -0" 21'-0 11 27 1 -·0 11 ' I I I ' ' ' I I I ' ' 27'-0 11 73'-0" CONC MON (BMl SECURITY BEAM~ EL 434.82 (REF ONLY) -----------! 4 1 -0 11 > 0 I > 0 I 1 F-4176 32 SWITCH STANO FON F-10, REMOVE 2 F-4176 22 HIGH BUS PEDESTAL FON F-11, REMOVE 3 F-4176 24 LOW BUS PEDESTAL FON F-12, REMOVE 4 F-4172 12 DEAD END FON F-13, REMOVE 5 H-2874 21 AUGERED FOOTING W/16" BOLT SPACING REMOVE 6 0-2872 2 230KV PCB FON 11 1 -O" X 23'-0 11 REMOVE 7 0-2924 5 230KV AUGERED FOOTING REMOVE 8 H-3136 1 230KV PCB FON REMOVE 9 H-2872 5 230KV DEAD END FON REMOVE 1 0 D-7759 4 230KV 3'-0 OJA. DRILLED PIER FON REMOVE D-3097 1 YARD JUNCTION BOX AND PANEL REMOVE BOARD SUPPORT FOUNDATION <AUGURED> 11 1 2 H-3150 3 HIGH BUS FON 111,2' B,C, DIAMOND BOLT PATTERN REMOVE N 0 I I I D-13508 I 1 3 0-13744 3 230KV CVT FON REMOVE 2 I- I VJ w w VJ DEAD END & CVT ______ J FOUNDATIONS : I I ' I +- I I ' ' ' ' ' I I I ' ' ' I I I ' ! 1 2' -5" . I i . ~I 1 - • F-41721 I F-4172 iF-4172 ' I F-13 F-13 -, , -, F-13 H-2872 I H-2872 , I F-4172 ~ (TOP EL , (TOP EL 1!°1-1--,i1 '(TOP EL (TOF EL 435,49) , (TOF .EL 4351,49) 28 ,_0 ,, F-13 ' 435:_0~1~-I 435,02) I _ _1~3!,02) I I ' 'J-=-,-=-~I I 7 1,--I 1,-=.1-=.-1 -0-, -i __.;:." 1,-'-I I I i REMOVE EXISTING • 0 I - ------U) --.~---- <1) I 0) EP{ _DEAD_ END __ FOUNDATION 1 4 1 5 1 6 1 7 1 8 1 9 I HIGH BUS PEDESTAL _____ 1 FOUND AT I ON 1 ) -t----~-T-~----i--~ --:-~~---!-----~-~=~~~6(~~7 - 1 --~: i --i~-----t----~--1------;--'---~,---g;f",l\1':,1.----- I ..l F-4176(3) , ~-~ --I ' , N _ ::' -,----+' I --_ _1___ --h---_F-1 1-...---+----------_ ::_____..___i-~Eli -, ------~ -----+-----_ J_ _ ----Q---· -+-+--_ ... ~+-----1f---1No~\</.f~ot1~c~1fEt9NE .~ -~r-J---:r-i-~-,-i~~{~72 ___ i ____ ---~i~~~t-~ir--~ ,-t-1 ~ i ? ,_l_l i I i I ~'--r~l~~JN¥oM~~~~~~p~~~vl~L~~) I ~ - DEAD END_ FOUNDATION __ _ ,---t~-t--,-,-1-----~I ~N --:·~.-1 -1~~ -1-11?1---~1--1 --~~,1 :1-1,~0N-1'--11 I ---s-,1-.'--~-t--+-' ~ --·1·-------------~ N I ' N F -41 7 6 ( 6 ) I_ .::-.::--1 7 . -. --I .,. I F-11 _I ' -F-41-12·1--I F-4176(,4 )_ --F-4172" ----t-F-4176(,4 )_ ------=-r;:...:-4172---,---------D-2791 ( 4 lt----------------+------ HIGI:! BUS. PED_ESTAl,. ______ --;. ---411~ j ~ F-13 -i!i-,F-10 _,, F-13 ;-i!i-,F-10 -,, ·F-13 I I o---t--tll FOUNDATION L-L_ L-(TOPEL 1-1-J---r:!'1 (TOPEL 1-1-1-,"!'i > !(TOPEL LOW BUS PEDESTAL FOUNDATION w z _J I u I- <( 2 12'-0"12'-o' 435.02l 435. 1 02i I J ,435,02l I I ?;:6~7~L 434 .65 ) ~~~A.A.AJ~,.l'o...,A..,IJ......A,.l'o...,A..,l~.A..AJ~~ . . '"' I . . . .. ·-.. D--11502--------[------r----~ --r-----J-----.------1-----r--- i ;;' . ·1 . D-17907 i ~~17,:r--~~ ~ -I i ..... .....,.-+........... I 8 I -0 1/8 I -0 II I I ... I I ' I ' ' -1, t--.I.:'._ 1!1-f+I - ~ I ' ' 1 6' !-o" ' ' F -11 ' <1) I ' a I '1 ~ • I I I I 0-02,0 I F-mS< <I I ~ ' I \' ~ t'''' 4 '°' -0," +--+-----j ______ L_ __ L-ifil_ j _ __F_-~~~j-_ -, N ~-----_[ ______ ~ sr -'13----1-___ J ________________ _ ,~-:\2.-1~1 --· , · -·:JZJ I 1~1 -·1-1~1 ! j ·1 --~~;~;"l-I 12'-o' 12'-o" 12'-0"12'-o" 12'-0"12'-o" 12 1 -0"12'-o" I . J• •'• ·'-~ ,,, ·1-~ ,,, ·1-~ ,,, 'I ' I D-13744(3)' TOFEL434,65 ' F-4176(4) -, 1~1 I F-4176(4 l F-12 j 1~1 > t~--,.:.---;~"-1 -+--~¥i---+--;1~--+---,¥i--l--~1 I ' > T--I ' - oi-cG-t----fl ' I ' I ' I ' I ' ~-----rO to O --e-------1-------cr--is ~ ~~i17161(4) ,L_+· --;-L --r----~ ~---l--1·----;~, _____ i ______ , ~ -, ~ ! . 1· ;+-. I f ' _I I _I I _I _I : ~ I I 'i' r.l.-1-~ I . . . 6-----_1 --e-------0------[,l-';,, [_ 1 1-l~I l~I l~I l~I 1D1 C.'l ~ D-2791(10) F-4176(15) I.fl (TOF EL 434,65) . I ~---j-·-¥ . I . . I I I ' 12'-0 11112'-0'h !15'-0" 1. 27'-0" .1 MATCH F-12 LINE (230kV ( 11 5 kV SIDE) SIDE) .I olz zo <(- Hf-V)I~ f--Z >,::::, u 1o Uu.. < 0 I -0 "' > 0 I -a, N > "' I -r--- N > "' I -a, 230KV SWITCH STAND FOUNDA-T I ON---- 230KV PCB (OUNDA TI ON ,. \, . ' 230KV SWITCH STAND FOUNDATION-.-· 230KV BUS SUPPORT FOUNDATION --- 115kV SWITCHYARD NORTH-SOUTH BASELINE D-11502 0-2791 0-13508 0-9210 D-17907 230KV GAS BREAKER FDN 18 230KV AUGERED FOOTING REMOVE 1 230KV SPARE !RANSFORMER FOUNDATION 17'x 26'x 12' REMOVE 2 230KV SWITCH STAND FOUNDATION 1 230KV SIEMENS 3000A GAS POWER CIRCUIT BREAKER FOUNDATION NOTES: 1, FOUNDATIONS SHALL BE PLACED ON FIRM SO[L OR COMPACTED STRUCTURAL F[LL 2. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 3. TOP. OF FOUNDATION D-13508 SHALL BE 1" ABOVE FINISHED STATION GRADE. 4. REMOVE ALL EXISTING DRAINAGE FACILITIES, SEE SURVEY DWG FOR REFERENCE. REFERENCE DRAWINGS: D-2867 FOUNDATION PLAN 230KV SWITCHYARD SHT 2 D-2867 FOUNDATION PLAN 115KV SWITCHYARD SHT 3 D-2870 STRUCTURAL PLAN 230KV SWITCHYARD SHT 1 RECEIVED DEC O 6 2016 Cn'Y OF RE!ffON PLANN!:SK:I rnv;.$!0N D···D D " D, .o .. o e .. ~ 2/!0kV ::. SWITCHYARO: o:..:2867, SH:r.-2- a 0 Cl Cl Cl CJ ·Qaca·· ··:c:•· \,aoo:~ , ••••• r:t .. rF1 .fl • P. • • • .. . .rn. • .. o •• • • • • • • .. • 41'• ~u.1.1.• • ... , ... o" ~a• "d •, 1• :c• u• .1-11 oll'""¥f !u~ ""o' 't:::l' 'r:::/ "" ---~s!I(~~~"" .. "' 0 Gl 0 l·G' f DD 0 ~ ••• ~ ... ~ ... ~fj';;, 9 -., · · .. '3'.ru m m oooua11•,uu110C:JG:J • • a a • a • a a a a • • a a a a 1 II • • • ' • • • • a a a II a a a a a a a a • a a a a ' • • • • • ......................... REMOVAL DRAWING PHASE 1-WO# 108094887 PHASE 2-WO# 108094888 ~ KEY PLAN 14 E D C B r:R~Ev--rs'."'."10:'.".N-:D':':Es--cR'."'."1P::T-:-:10-N:--,--:wo-N-ut.t--BE":':R'"""'.,1--1"."'.10'."'."2"."'.23'."'."1~5-.------F-Q-LJ-N-D-A-T-I-O-N--R-E-M-Q-V-A-L--P-L-A-N----I-A 20 0 20 ~ l 1 // 8 7 6 5 4 IF ILEI 40 80 J I 20' 3 EASTSIDE LINE BAY AND BPA BREAKERS (DBDB) CAD ENGINEER REVIEWED APPROVED . t;JR V' DATE (M/D/Y) lO / ~<.j / il,, I ,P 1..,Z.,: 11,:. I I II I 15 I /(e 2 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: 1 "; 20' -0" GADD NO: $$0GN$$ SUBSTATION ENGINEERING DEPARTMENT CLASS: SITE/FON DRAWING NO D-2867R SHEET: 1 OF 3 FILE NO: CODE: TAL 1 REV NO 10 F-30 E D C B A ffr w f-<( 0 "' $FILE$ 8 7 6 5 4 ~ ~ ~ ~ ' ' ' 27'-0" 20'-11 7/" 54'-o" ' • 8 • ' • 54'-0 11 54 1 -0,, .. I • 54'-o" .. ' . .. I ill •'• I 21'-o" 21'-o" 21'-0 11 2.1'-0 11 27'-0 11 27 1 -0" 230kV SWITCHYARD NORTH-SOUTH BASELINE EAD END FOUNDATION -? ' LD co s 0 I ' 0 N 2.lQl<,_IL_S_W I TCrl-21" .e.ND FOUNDATION s 0 I ' 0 N 23Q~_C.!L ____ FOUNDATION s 0 I ' "' N 23QK__IL__S_W-1.ICl:l-2I .e.NO FOUNDATION s "' I -r--- N s "' l'.L I >- N f- ~ 2_lQl<,_IL_B_U_s__S!,JPP08T __ --- 115kV SWITCHYARD NORTH-SOUTH BASELINE FOUNDATION CONSTRUCTION NOTES 2005 1. CORE DRILL 1'/s" DIA x 6" DEEP HOLES IN FOUNDATION H-3136 AND EMBED 1"DIA x 10" LONG THREADED A36, GALV, RODS IN HILT! HIT HY 150 INJECTION ADHESIVE ALLOWING A 4" ROD PROJECTION, HOLES TO BE THOROUGHLY CLEANED AND DRIED PRIOR TO PLACING EPOXY, STRICTLY FOLLOW EPOXY MANUFACTURES RECOMMENDATIONS, LET CURE AT LEAST 11~ HOURS BEFORE DISTURBING OR SETTING STRUCTURE, IF TEMPERATURE IS BELOW 45', LET CURE OVERNIGHT OR CONTACT ENGINEERING. ~I ('.)' :::; I >-, f-1 _J -_J <.) -,:r: ~lf-f-a f-co <(' _J WI<( VI f- -, :1r5 a-co ' Cl'. _JI'° <( ' f-,0 w, ~l ::, ' LL I ' I ' I I ' ~I -· ~I ..-- 0 I- I V) w w V) ' I I ' H-2872 H-2872 .-----H-... 2...,872 j I 12'-0'12'-o" ' ' I ____ I __ _ ' I 1· ·r 'I -.,-i----,,---~- 1 -H!;"1-5-;;(r) ' -.+.----., ... 1 :.-- ' ' N D 379 -1 '1 I F-4172 '1 F-4172 I 7'--9" -7'-9" , 8'~~;;-0cd"~ , F-13 B':;o:' f ;P" F-:3 uf-- ~---W I ' ' I I _l I I I -·+·--------f ~ -~ ---·· ----I ~-'.' L ~ ------,e,!i1-=r---t!:]--rnl L ~ <( -~H~:274-~-' --.D--7:759 , 'i' l___, _ _I q..iF-4176(4)H 1___, _ _1,2 --.(4,r-!---------. 14,.-----. ---l--~-----1----.1~1 F-io ,111 1 1 t---1-t----'1 ----. --J, -·.· s s I ! ~ !I ~ -!--~-•., 1" '1 I 'j1 fj1 ' l 12 1 -o,l12'-0 11 i ~ 1 H-3136, ' ~~-+-~~--I ' 1· ·1· 'I~ I' I __ _j_____ ----,-_..-..--~------i------1-----"-F-4_~,76(3.L__~-~- I _., -'--l'--- I -~- I ' I I , _I_ F -1 l, _I , ' i --{a]-[ir--{a}---t-~ I. s, -o,, I 1· 1· s, -o ,,· s · -9" 1· : f -1 D-2872 7'-911 I r7'-9U I 8/-ul/ l I 1· ·1· ·1 ' ~ !,,O 1 :i·_1~1 --+----~·· --,-£ffi.. ! i I ---ij]-1--r!3---t I I N -------+fit 87~ -'----, i ' -t------~------' ----;~~={6 7 ~(~)~_ Cr 1-ip-----+-----.. -: ·· . I I ~-1-~i\ ,"I F-4176 i ';,., ' .D-1210 ~~1 i i 'j' s"oi ?j '~"cl ~--~ --t-· ----. ~-~ -..... -~ ~i------m------rli-t~o".i}~oJJ-~-1.- -12, -0 ,1 ' ' T i I ' q- N 1 1 I I 1 ' ~F-4176(5) •1 1 ~ ----1-----1-----:-----.------i------,-----T F-12 -~ [fl--, --t-·----Efr------t-----~-----1-H-2874 ' ,1 ;,ir r 1 1 ~ 1 i 1 ~~1•~~.--11'~~ I "' I D-3097 I I 8'-0."1· . .L .. · ·1· s .. '-o" ' TYPE I I I ' ' .. --i;J. . ----------1-----,--t, ~0"1;' -0~1 D--2924- , I --1· •. (5) 27'-0 11 21'-o" 27'-0" 27 1 -OIi 27 1 -0 11 MATCH LINE (230kV SIDE) (115kV SIDE) s2'-o" 25'-o" I I 1-- 1 -•-I s 0 I ('.J::: ~? N ~ s 0 I J_ -s ' oo 1~ ' I ' I ' ·I 20 I 40 80 l ___ ~I GRAPHIC SCALE 1" = 20' 5 7 6 5 4 3 ,, REMOVAL DRAWING PHASE 1-WO# 108094887 PHASE 2-WO# 108094888 2 FOUNDATION SCHEDULE NOTE: SEE D-2867, SHT 1 FOR COMPLETE FOUNDATION SCHEDULE, NOTES: 1. FOUNDATIONS SHALL BE PLACED ON FIRM SOIL OR COMPACTED 2- 3. STRUCTURAL FILL ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED, CONCRETE STRENGTH SHALL BE f'c = 3000 PSI (MIN). REINFORCING BARS SHALL BE GRADE 60, fy = 60 KS!, REFERENCE DRAWINGS: D-2867 FOUNDATION PLAN 230KV SWITCHYARD SHT 1 D-2867 FOUNDATION PLAN 115KV SWITCHYARD SHT 3 D-2870 STRUCTURAL PLAN 230KV SWITCHYARD SHT 1 g 1:1 •• G!I •• Sl . . . . . . " lllil 230kV lllil :: SWilCHYARD: · .::· · .tl~8&1, SijT :1: -------------- D D D "C'.I " : {JP c::::J D O laa El •11 a ca·. ··iini•• ··ooa:~ ..•••. rt. p·i.P .... .,,.P •• •CJ ' .......•. ~~Mo···· .... • • I I I I I I..JI' I I I .,, o ' • o o Dc:::ICH..l!JH•I d·l,DDC ~: 0 ~ ~SWiiCij~AO_.; ~ ~ ill § ... ~ .. tla .. §utr.2861(,iiS,l;lf,~llQJI ill rn D00HIDll••HIII-IC!:IDl'.n • • • • • I I • • I • • • • I I I I I • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ KEY PLAN E D B .---------,-----------,--------------------------1-A REVlS!ON DESCRIPTION: WO NUMBER: 111022315 3 EASTSIDE LINE BAY AND BPA BREAKERS (DBDB) CAD ENGINEER REVIEWED APPROVED DATE (M/D/YJ lD I '"' I \(.. /t? 1.26 1 /6 FOUNDATION REMOVAL PLAN 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D-2867R SHEET: 2 OF 3 REV NO 6 I I SCALE: 1 "= 20' --0" CLASS: SI TE/FDN FILE NO: F-3 0 CODE: TAL It I I', I l{p CADD NO: $$DGN$$ 2 1 E D C B 8 115kV SWITCHY ARD NORTH-SOUTH BASELINE -0 0 . LO -0 0 ,,. 0 -0 0 . co -0 0 -0 0 . 0) -0 Lil -0 0 -0 0 0) -0 0 . 0) -0 ,,, . co ,,, 115KV DISC SW 115KV DCB 115KV DISC SW 115KV DE TOWER 115KV DISC SW ----- 115KV AUX BUS 7 6 I • • • • D· · ·D D " ., " " • · " · ' " D D D~~Ok~ "!:.:."'.,;,•" "~;6k~ Dirni SW=ITCKYARD r: : : : $W:I:TCHYARO : : o..:2867.SHT. 2t: :-: · .::·e;-:;!8.&7~.SHT;: 1: : ~K _ E_Y_P_L_A_N FOUNDATION SCHEDULE LINE DWG NO QTY DESCRIPTION COMMENTS 28 10328-FC-2A 3 TRANSFORMER DEADEND STRUCT, F14 2 9 10328-FC-2A 1 TRANSFORMER DEADEND STRUCT, FHA 30 F-3863 230kV TRANSFORMER FOUNDATION 31 D-12100 SEISMIC TIE DOWNS 32 F-3897 4 33 D-13713 34 35 5 4 ~ "' Z' cal 3 2 111 111 111 111 111 111 111 1 MATCH-LINE (230kV SIDE) q:DRIVE fif (115kV SIDE) Ill I 1 1 -------------------------------------1-------------------------------------------------------------------Hr-----------------25.50' 28.50' 54.00' 27.00 . 21.00' 50.00' 40.00' r -1- ~~97 • F14 , F-3897 ~ ---~4 - ~ -0 0 LTYP BAY UNLESS NOTED OTHERWISE . . ' r --10328-FC-2A F14 COMM __ _ TDWER P 10328-FC-2A F14 - / COMM HOUSE PUMP HOUSE 9.00' 17.50' -0 0 . 0 N 17.50' D-11632 CONTROL HOUSE 17.50' 14.00' 14,00' D-2186 LI ..J...6 -r±, l±:1-~ D-13716 ~I ~I CABLE TRENCH l(RE( ONLY I L __ i 1----1 I I L ___ J 1---1 I I I I I I I L--- 0 I sa2.oo' !ill[EJ .~------------+------+-------+------+--------+------j::-------±-------=t------=t--------::t----------::t=-------~:t--------:t------j::---------------i FOUNDATIONS SHALL BE PLACED ON UNDISTURBED, FIRM NATIVE SOIL 0 0 8 0 GJ 0 0 . 0 0 8A ~B §c §Jo @E flt o- OR COMPACTED GRAVEL IF NECESSARY. EXCAVATED AREAS BACKFILLED WITH IMPORTED FILL COMPACTED TO 95% DRY DENSITY, LIFTS NOT TO EXCEED 6". FOUNDATION SCHEDULE ~ 1--..... ----.--.------------------.------i ;ii; LI NE DWG NO D-2186 2 D-2591 OTY DESCRIPTION 10 115K V SW ITCH STAND FOUND AT ION 2 SINGLE PEDESTAL FOUNDATION 5' X 5' X 1' COMMENTS IN GROUP OF 2, 3 & 5 LINE DWG NO 10 D-5558 11 D-11632 FOUNDATION SCHEDULE QTY DESCRIPTION 6 3 PCB FON 115KV W6 X 16 BEAMS 4'-1QH X 15'-1QH 115KV GAS POWER CIRCUIT BREAKER FON 7 1 -6 11 x 7 1 -6" x 1'-10" FOR ABB 2000A. 40KA FOUNDATION SCHEDULE COMMENTS LINE DWG NO QTY DESCRIPTION 19 H-2601 TOWER STR FON & BOLT SETTING 115KV 20 H-2751 DE TOWER STEEL FDN BAY S 115KV COMMENTS REMOVAL WO# 108094887 THIS DRAWING SUPERCEDES IN PART F-4253 & F-4349 20 0 ~ ... I ·~-.I 20 _I 1 /I 40 80 ! I 20' E D C B A -l---l------l------l--:-S-:-IN-G=-L-=E-P::-:E::-:D-:::E,:-ST=-A=-L-=-Fo=-u=-N-=D-=AT=-1::D=-N-4::-,,-----x-4=-,,-----_x~1 '=---=6""-i-~AD;;;D;;:E:;::D-;-1 -;:F:;::D~N-, 1 CAPACITOR BANK FOUNDATION FOR COOPER 115KV, 42MVAR STA FDN 115KV .----------,---------""'T----------------------------t-A REVISION DESCR[PTION: WO NUMBER: 111022315 3 D~2618 16 IN GROUP OF 1, 3, & 12 2010 CONSTR. 4 D-2697 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 21' HIGH 115KV 35 FT LATTICE 5 D-2928 2 ;;'il--1-----1--t--------------------i---------j '.;;: 6 0-2985 2 PCB 115KV 7' x 16' ol--1-----l----t--------------,,----::-----:-c===---t-------; <fl-YAFID JUNCTION BOX & PANEL BOARD SUPPORT 7 D-3097 3 AUGERED 8 D-3734 9 0-5557 48 2 AUGERED FOOT[NG FOR 115KV STR PCB FDN 115KV CONCRETE OVERLAYS 7' X 16' BAYS BB,CC 8 TYPE IV IN GROUP OF 6.6,18&18 7 12 13 14 15 16 1 7 18 D-13716 D-13717 D-14276 F-3864 F-4252 F-4349 H-2600 3 3 2 8 3 11 SINGLE PEDESTAL FDN, 5 1 x 5 1 x 1'-6" w/1 1 -6 11 SQ AHR BOLT PATTERN 115KY BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 22' HlGH DCB SW STAND FDN DETAIL & GENL LAYOUT AREAS P, T, V (1965 ADON) 115KV ELEC ASSY ELEV & FDN DETAILS DISC SW IN GROUP OF STAND BAYS 2&6 6 DISCONNECT SWITCH FON, 3 LIGHTNING ARRESTER FDN & 2 DEAD END FON 12 STEEL DETAILS & FDN BUS PED <LOW) 115KV lN GROUP OF 6 & 6 6 21 10328-FC-1A 22 10328-FC-1 A 23 10328-FC-1A 24 10328-HC-1 B 25 1 0328-HS-2E 26 10328-HS-2H 27 D-14945 5 34 18 12 8 91 4 3 F1 -SWITCH STAND FDN STA FON 115KV F3 -LIGHTNING ARRESTER FDN STA FDN 115KV F5 -CAP STAND DE STR FON 115KV 115kV LOW SINGLE BUS PEDESTAL STEEL DETAILS & FDN BUS PED (HIGH! 115K V 115K V GAS POWER CIRCUIT BREAKER FOUNDATION 17'-6"x 9'-6"x 1'-10"1 FOR MITSUBISHI 63KA 4 F1 F3 F5 F4 2010 CONSTRUCT I ON 3 DBDB PHASE 1 CONSTRUCTION CAD ENGINEER REVIEWED APPROVED J, DATE (M/D/Yl lO I ,?<.j I lie /tJ Iµ;/(. I I FOUNDATION REMOVAL PLAN 115KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: 1 "= 20' -0" SUBSTATION ENGINEERING DEPARTMENT CLASS: SITE/FDN DRAWING NO D-2867R SHEET: 3 OF 3 FILE NO: JI I/? I/(;} GADD NO: $$DGN$$ CODE: TAL 2 1 " " REV NO 8 F-30 E D C B (I> a: w V) :::J ,,. A ,,. w f--- <( 0 ,,. ~ ' I ' I $FILE$ B 7 6 5 ' ® ' I @ ® ' I ® ' I 217'-9" 54'-o" 27'-0" 27'-0" 27 1 -0" 27'-0 111 21'-o" 21'-o" 21'-0 11 27' -0" 27'-0" w , I SECURITY I dj ~ I 'i' CAMERA z o , ' ~ ' ~gb~DATION ' i ~i~~ I i ' ! D-3~ _,~,~~ -D~3797:: : _D:'"I i I· -D_.'''i i I-".='',-_°:'~ ~:~~,,~-,,~ -:-!'737 ;:;;~ , -,,-:_-i,f l- 10 ___ D~3-7-,/1-1-:==D~-37-97•• __ o-mi[I · __ D-37_9-E¥-· o-m/[J-_°:'~ ~-if''~-~~3737 ;_,,J[ I iD-15813 ® (FUTURE I , 0 I -N 4 SECURITY CAMERA POLE ~,....,-.------------FOUNDATION , ,..., D-15813 I , - 0 I'- I N / -00 230KV BUS SUPPORT ------------- , 0 I FOUNDATIONS 230KV SWITCH STAND FOUNDATIONS 2'-0" 3 2 I FOUNDATION SCHEDULE (230kV SHT 1 & SHT 2) LINE DWG NO 1 D-2791 2 D-3097 3 D-3797 4 D-9210 5 D-13744 6 D-13747 7 D-15813 8 D-15815 9 D-17907 10 D-18742 1 1 OTY DESCR !PT I ON COMMENTS 4 230KV AUGERED FOOTING 2 84 YARD JUNCTION BOX AND PANEL SUPPORT FOUNDATION 230KV SINGLE PEDESTAL FOUNDATION 5'-0" X 5'-0" X 1 '-0" 19 230KV SWITCH STAND FOUNDATION 2 2 6 2 16 1 1 230KV SINGLE PEDESTAL FOUNDATION 5'-0" X 5 1 -0 11 X 2'-0'' PCB FDN 11'-O" x 11'-0" X 1'-6" 230KV MITSUBISHI GAS BREAKER SECURITY CAMERA POLE FOUNDATION 4'-0 11 X 4'-0" X 1 1 -6 11 SECURITY ACCESS POST FOUNDATION 2'-Qn X 2'-Q" X 1 1 -6 11 230KV 3000A GAS POWER CIRCUIT BREAKER FOUNDATION FOR SIEMENS 50KA BREAKER 55' DEADEND TOWER FOUNDATION ADD 17, REV 1 ADD 1, REV 1 ADD 15, REV 1 E i. I :.r.. I !I_ ~.:.-----!l'---f?.:. -D-9?10---+---rl1~h __ ~ ___ _Il(~b+---'1' ___ r::rrr,i I·--+- I , ,W D I qJ I ITJ I [4J 1WT , WI ·.= I 8 ' -o II I I Is , -o,, , a , -o,, a , -o" I a ' -o" 1. , , I 8, -o,, I a , -o ,, I , , 1 a , -+-O /I I a , -o" I , , .1 s I -o" . ; ·· ·!· .. I I ·-·1· -I -·1·. I -·1· -I , 0 I -"' N 8 ~-[ ;D-r-07 --1----D-17907--i---@"'' . i---&7901-1---~17"7-i-i I D-18742, D-18742, D-18742, Dl18742 D-18742, 230KV PCB ------------ "<" FOUNDATIONS 27' -0 11 27 1 -0 11 27' -0" 27 1 -0" 21 1 -0" 21 1 -0 11 27 1 -0 11 21' -0 1' 0 I -(() ~ 230KV DEAD END 230KV SWITCHY ARD NORTH-SOUTH BASELINE FOUNDATIONS 230KV PCB FOUNDATIONS 230KV BUS SUPPORT FOUNDATIONS , 0 I - INSTALL (21 BOLLARD SEE DETAIL 1 0 cr, D-15813 ----ff] 3' -0 11 , 0 I <( z' a:: 0 I w~ ::,: f--- <( <(' U§I >-:::J f---0 ' ~LL §§w I U_J WO' Vl 0..1 D-15815 SECURITY ACCESS --r·: _ _ _ _ _ _ _ _ _ POST FOUNDATION_ :~· 6 1 -0 11 INSTALL (2) BOLLARD MATCH LINE a SEEDETAIL1 r---------------------:-( 72-;3-;:0:-:-k~V:-:---::S:-::I;-;:D~E;:::-7) __ ----=:;::;-;;=:;:;""'v"'v""""i.,-Y"V""~-------'--"'--'---f~M~ :--r-----, 115Kv sw1TcHYARD ( 1 1 5 kV s I D E ) TOOL EDGE. APPL v ;o NORTH-SOUTH BASELINE FILL PIPE w/CONCRETE (TOP TO BE ROUNDED) 6"DIA x 7'-0" LONG SCH 40 GALV PIPE~- 1" x 2'-D"LONG (M!Nl REFLECTIVE MATERIAL (MIN OF 2 PLACES) "//'J 0\\->,:·. •, . CONCRETE~~·,\ .. .. . -.. / , <.D I , <.D I FULL WIDTH BROOM -SECURITY ACCESS 6 ,, FIN !SH ( TYP l ;:" __ ~ ____ POST FOUNDATION °'J D-15815 (6) #4 REINFORCING BARS, LAP w/#4 CORNER BARS 2, 2' #4 CORNER BARS 1 • • 1 ,~-,., ' c:r: ('J _J u "'L-tJ21>,v t /"":o 'I-~ I ' [ • 0 • ' V l>"bo\ I ' • 8 11 8 11 0:: - <( 0.. W)- _J f---u _ i---~~ 0 V L 'i---~--i .----~ ~ ~Q: ~ ... -----+ 3"(TYP) I 0 ..-'c,.""i>vc,.\ c,-I ' o • o r , t;, . ..I. •. I ,l> .,. ' -+-----~-....;ab rt') --p.. ~ \ , OJ +---'--+----...... ---'""'''"""--'" ----~ 17'-0" ~EXISTING POLE NOTES: 1. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING FOUNDATIONS, UNLESS OTHERWISE NOTED. 2. STRUCTURAL CONCRETE, MINIMUM 28-DAY PSI 5 1/2 SACKS CEMENT PER CUBIC YARD ENTRAINING ADMIXTURE TO PROVIDE AIR SLUMP 4" PLUS OR MINUS 1 ". COMPRESSIVE STRENGTH, F'c = 4,000 OF CONCRETE, MINIMUM AIR CONTENT OF 5% PLUS OR MINUS 1.5%, 3. CONCRETE SHALL BE PLACED ON FIRM COMPACTED NATIVE SOIL, IF SOFT OR WET SOILS ARE ENCOUNTERED, OYER-EXCAVATE AND REPLACE WITH IMPORTED GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER OR REPRESENTATIVE. COMPACT TD 95% DRY DENSITY OR AS DIRECTED. REFERENCE DRAWINGS D-18730 D-18734 D-18739 D-14569 \ SITE PLAN AND GENERAL NOTES GRADING AND FENCING PLAN STRUCTURAL PLAN STATION CONDUIT 230KV YARD ~EGEND D . D . PROPOSED FOUNDATION EXISTING FOUNDATION 0 0 • S 9 B B B 9 U Q B IS a B a ID B D a • • • a • IS~ 11.oco ... QlclQ ~OoOr11ii1 ·.·.·.·.·.•.«:-.-.. I; •••••••• ·."":.·.·~·.·. •Ill . . . . . . . . • . f~ 51(9; ........ . i ; ; ;.~sW1tct1'M~~ ~ i 0 ~ ••• ~ ••• illmillu~86if.itSJ'il;f,;e;iJTI 0 0 D D D M D H •• H ,a H a D a • • a a a a a a a a a • a a a a II a a • • o • • • . . . . . . . . . . . . . . . . . . . . . . . . . ••••••••••• Ill ••••••••••••• f<EC!E!VED DEC O 6 2016 CITY OF f!HHOf,J PLANf.llfJG DiVl~lOfJ ~ :....:CK E=-Y..:....___;,,P_;;;L;,,;..A~N •,; "• ,- ·''. THIS DRAWING SUPERSEDES 0-2867_01 D B /: . ·, J1:-6:~ DETAIL 1 BOLLARD 2"CLR TYP 1 '-10 11 #4 BARS @ 12" #4 STD HOOKS @ 1 2" DC r:R".'.".Ev-:r:-:s 1".'.".oN".'"':":'oE::-sc::R-:-:1 P::r:-:1 o""."N ,---r-:wo'."'"N-u-Ms::rn"."'",""."1 "."'"11::o-=-23:--:0::6""."4 -.,-------F-O_U_N_D_A_T_I _O_N __ P_L_A_N ______ .._A NTS 7 6 DETAIL 2 SPCC CONC CURB (TYPICAL CROSS SECTION) REINFORCING SHALL BE CONTINUOUS FULL LENGTH OF CURB. MINIMUM LAP BETWEEN INDIVIDUAL BARS SHALL BE 24" (TYPJ. NOT TO SCALE 5 20 0 ~ -Ill ;.. PERMIT SUBMITTAL 20 40 80 I I __ ___JI CAD GRAPHIC SCALE ENGINEER 1 11 == 20' REVIEWED APPROVED 4 3 DATE (M/D/Yl II I 7 1 \ II I 7 I /t I I 11 / l'i' It(,. 2 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE:1"= 20'-0" SUBSTATION ENGINEERING DEPARTMENT CLASS: DRAWING NO D-18738 SHEET: 1 OF 2 FILE NO: REV NO 1 CADD NO.: $$DGN$$ CODE: TAL 1 8 E D C B A <ft w f-- <( D <ft 8 $FILE$ 7 230KV BUS SUPPORT FOUNDATIONS 230KV SWITCH STAND FOUNDATIONS 2 1 -0 11 >N ' l{) I ' "' "' ' l{) N • 0 I ' "' N ' N 6 ® ' 112 1 -0112'-0 11 15'-Q" I ·: '!' ·1· i ! ! i ! ' '! i SECUR[TY CAMERA POLE FON I I ~ 21 0' -2 1 /2 " 27'-0" 27'-0" • C J C 1 • mo-3797 , 9 I 0-3191 I 0-3191 I 5 27'-0" I , ' D-37971 21'-o" • 1 • 27 1 -0 11 • 0 I ' 'it SEC UR I TY , AMER A POLE FON 4 ~ ' 21' -o" • 1 • • 1 • 'D-15813 ' D-37971 D-37971 D-37971 €p I 21'-0 11 21 1 -0" ' • 1 • ·1 ' ' I I ' D-37971 D-37971 -i:;:i-: I -;,, J 1 ~D-3797, ~----[µ-----Eµ-----e-----~------$------Eµ----[µ-----Eµ- N ,D-3797 , , , , 1 , , 1 ~ --? i ·· i I D-37971 D-3797 r D-37971 D-3797"f D-379~ D-37971---D-37971---0.:.3797 r ~ ---+ --f-37~~ ~ t,~7---fp----Ep-----~ -----Ep------Ep------Ep-----fp-----[p- l e+:l I l t I l I I I I ------£lTl1l-·-:-~rr~+--t---frr+'@---+--· 1 r r:,~-:---rarri 1 a , -o,, '1 I ·1:s , -o" '1 s , -o" ·I: ,I ·1:s , -o" ,I s , -o "·,I· ,I ·,l·s , -o" 1' a , -o "·,I· '1 ·,l·a , -o" 1, s , -o" ·,I·. '1 ·1:s , -o" . q I• p, •II 1,1 I, ,a , ... S, ... 1•111 ro, ·-1•111 I, ' ' I I I I J I I I 27'-0" ...- 0 I- I (./) w w (./) w z _J ! ! D-1 7907 I ! D-17907 I ! 0-1 7907 ! ! D-17907 ! ! D-17907 1 D-~ =~ ---:--cp-t :,.;-. i ~ I : ,:1 ---1t1 -; ,,,~,i--j I t]-~_-:7-47----·Ep-,-,r-87;...;.4""""2 --'~ 230KV PCB ------------ FOUNDATIONS co 230KV SWITCHY ARD '------;:D:-;:;E:;-;A;:;;D ::';E::;N"';-D~:------:-~--r----tt'---f----t--1----:-----;-+--1--t-ttt---..---+--+--f-----+----it---+-+-+tr--+-----t--l---l-------l---+--l--h{ L NORTH-SOUTH BASELINE I FOUNDATIONS -' f I ! _ I I i i I i 230KV PCB FOUNDATIONS 230KV SWITCH STAND AND YARD JUNCTION BOX SUPPORT FOUNDATIONS 230KV BUS SUPPORT • 0 I -"' N • 0 I -lO N ------------ FOUNDATIONS 115KV SWITCHY ARD NORTH-SOUTH BASELINE 7 ~ I ' sr "' 2' -0" _______ 1 Jtt19 1~ ___ 1 ___ , m1:~ __ 1 _____ rn7907 ___ L_ __ 1--m,1901 __ 1 __ _ i ~ i i 8' o"' ~ i ~ i ' O" ' -~ i 8 I -0 II I 8 I _0 If , -8 I -0 II 8 I -0 II 8 I -o If 8 -> 8 I -0 II 8 I -0 II 8 / _0 /I =---=--------~---"'-· ---------' ---------------________ [_' ---------··-·-· ____ :!l!:: __ _ • 0 I ' N SECURITY CAMERA POLE FON 51'-7 11 MATCH LINE 24' -0 11 5 (230kV SIDE) (115kV SIDE) 20 0 I i::----- 5 :B= z~ 20 40 I I GRAPHIC SCALE 1 11 = 20' 4 80 I I I I I I I 3 ® ' I ' ·I 2 I 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 5 1~ 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. \ ., e a a 11 !ii • a 11 11 ii III g <a .. D§JD D\ii.i.ii!D Ll W "jl O a a•• •.:a:.• "u1 O a D: ~ • • •••• .Ft -p~ if] •••• c. • • . .,. . ,r:rl, • • I'] ........ -. f~ SR~· ........ I . . . . . . . . .. . ........ . Cl O D 4-1 ..0 I~ I I •• u. D D O "" -= = c~l{~~DD w, ua 0 DO ~1· ·I O O 0 lll...;J ••• ra ... ~jj S · ,, 11 ;Jl',0 1:1 0 D t:!l D H D U u H u H Cl 8 a ••••••••••••••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ii ii ii ii ii ii ii ii ii II ii a a a a a a • • • • ' • KEY PLAN NTS THIS DRAWING SUPERSEDES D-2867 E D C B l":"R:::'.Ev".7£::'.s l:::ON::-:::DE'.'::'sc=R-::l P'.":'T".".:IO:'."."N ,--i".".:wo~NU~MB::::E:-R,-:1~1 ,:-:o'.'::'2:-:30:-:6-:4--,-------F-O_U_N_D_A_T_I_O_N __ P_L_A_N ______ J_ A PERMIT SUBMITTAL DATE (M/D/YI CAD , '. N~i I( 11 I \{;, ENGINEER C. ~(/S.U-11 II I "ti/(, REVIEWED I I APPROVED H l}':,1/& 3 2 --·----------. ..,i;:_ - • 230KV SWITCHYARD TALBOT HILL SUBSTATION PUGET SUBSTATION DRAWING NO SOUND ENGINEERING D-18738 ENERGY DEPARTMENT SHEET: 2 OF .2 REV NO 1 SCALE: 1 "= 20' -0" CLASS: SI TE/FDN FlLE NO: CADD NO: $$DGN$$ CODE: TAL 1 --~-~---~ 8 7 6 D· .o. -0 .. 1 .. ., " "··"· ·" D: :D ~3QkV ·.: ·~· OJ230kV mn SW=ITCHYARD : : : : SW:l:TCHYARD: : o..:2e67,SHT 2~ .. : ·: · .::·0:-:2Sj;7,.SHT:: 1: E 115kV SWITCHYARD NORTH-SOUTH BASELINE ' 0 I -sr 0 ' N I I <(Z 0::0 w-' ::u- 1 <( <( uo z ' >-::J l t-0 -LL a:: ' ::J w IU..J w a V) a.. LINE DWG NO 28 F-3863 29 D-12100 30 D-13713 D 3' -0 11 C B ,,,. Ct'. ' 0 I ' L() ~ re, ' 0 I ' "' ~ ·--- ' 0 I ' "' ' 0 I ' (1> ~ ' tO I sr ~ ' 0 I -I") ~ ' 0 I ' (1> ~ ' 0 I ' a:, ' "' I ' "' t!l --- --- --- --- --- --- 2 1 -0 11 ' NOTE SHALL BE PLACED ON UND [ STURBED. I FOUNDATIONS FIRM NATIVE SOIL OR COMPACTED GRAVEL IF NECESSARY. EXCAVATED AREAS BACKFILLED WITH IMPORTED FILL COMPACTED TO 95% DRY DENSITY, LIFTS NOT TO EXCEED 6". 115KV DCB 115KV DISC SW FOUNDATION SCHEDULE 31 0-15813 32 D-18744 32 ~1--.-----.--.------------------,-------; ~ LINE OWG NO D-2166 2 D-2591 QTY DESCRIPTION 10 115KV SWITCH STAND FOUNDATION 2 SINGLE PEDESTAL FOUNDAT[ON 5' x 5' x 1' COMMENTS IN GROUP DF 2, 3 & 5 A -1-----1-----t--+---------:::-::-::------------;;-t--:-:::=-:-=~ SINGLE PEDESTAL FOUNDATION 4' x 4' x 1'-6" ADDED 1 FDN, 3 0-2618 16 4 D-2697 IN GROUP OF 1, 3, & 12 2010 CONSTR. 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 21' HIGH 5 D-2928 2 115KV 35 FT LATTICE ~l---11-----1--1-------------------ii---------j 1-6 D-2985 2 PCB 115KV 7' x 16' ~K _ E_Y_P_L_A_N ' 0 I -FOUNDATION SCHEDULE 0 tO QTY 1 6 2 DESCR[PTION 230kV TRANSFORMER FOUNDAT[ON SEISMIC TlE DDWNS 230kV TRANSFORMER FOUNDATION SE CUR [ TY CAMERA POLE FOUND A Tl ON 4'-0" X 4'-0" X 1 '-6" 230/115kV TRANSFORMER STRUCTURE FOUNDATION 0 0 COMMENTS 2015 CONSTR PHASE 0 CONSTR ' 0 I ' sr tO 0 FOUNDATION SCHEDULE LINE DWG NO QTY DESCRIPT[ON 10 D-5558 11 D-11632 1 2 D-13716 13 D-13717 14 D-14276 15 F -3864 6 3 3 3 2 8 PCB. FDN 11 SK V W6 X 16 BEAMS 4'-10" X 15 1 -10" 115KV GAS PDWER CIRCUIT BREAKER FON 7'-6" x 7 1 -6° x 1'-10" FDR ABB 2000A, 40KA CAPACITDR BANK FOUNDATION FOR COOPER 115KV, 42MVAR SINGLE PEDESTAL FON, 5 1 x 5' x 1'-6" w/1 1 -6 11 SQ AHR BOLT PATTERN 115KV BUS SUPPORT FOUNDATION FOR BUS SUPPORTS 12' TO 22' HIGH DCB SW STAND FON DETAIL & GENL LAYOUT AREAS P, T, V 11965 AODNI 115KV 0 COMMENTS 16 F -4252 ~l-_...jl-----1--1----==-=--~=--==-::-===--t------i 'h YARD JUNCTION BOX & PANEL BDARD SUPPORT TYPE IV 3 ELEC ASSY ELEV & FON DETAILS D[SC SW IN GRDUP OF 7 D-3097 3 AUGERED 8 D-3734 9 D-5557 $FILE$ 49 AUGEREO FDDTING FOR 115KV STR 2 PCB FDN 115KV CDNCRETE OVERLAYS 7' x 16' BAYS BB,CC 8 [N GRDUP OF 6,6,18&18 7 17 F -4349 16 H-2600 STAND BAY S 2 & 6 11 6 DISCONNECT SWITCH FON, 3 LIGHTNING ARRESTER FON & 2 DEAD END FON 12 STEEL DETAILS & FDN BUS PED ILOWI 115KV 6 IN GROUP OF 6 & 6 5 0 LINE DWG NO QTY 19 H-2601 20 H-2751 21 10328-FC-1 A 34 22 10328-FC-1 A 18 23 10328-FC-1A 12 24 10328-HC-1B 8 25 1 0328-HS-2E 91 26 1 0328-HS-2H 4 27 D-14945 3 5 4 ss2'-0 11 0 0 FOUNDATION SCHEDULE DESCR I PT! ON TOWER S TR FON & BDL T SETT [NG 115KV DE TOWER STEEL FDN BAY S 11 SK V STA FON 115KV F1 -SWITCH STAND FON STA FDN 115KV F3 -LIGHTNING ARRESTER FON STA FON 115KV F5 -CAP STAND DE STR FON 115KV 115kV LDW SINGLE BUS PEDESTAL STEEL DETAILS & FDN BUS PED IHIGHI 115K V 115KV GAS PDWER CIRCUIT BREAKER FOUNDAT I DN (7'-6''x 9'-6°x 1'-10") FOR MITSUBISHI 63KA 4 0 CDMMENTS Fl F3 FS F4 2010 CONSTRUCTION 0 3 B COMM HOUSE s NEW CONTROL HOUSE § 2 -0 I -0 N TH[S DRAW[NG SUPERCEDES [N PART F-4253 & F-4349 50'-0" CONTROL HOUSE 0 ..... 20 ! 1 • • 40' -0 11 D-15813 3'-0"' <tZ, a:: a I w-::. .... <( <( UO' ,-31 t-0 -LL• '.s w I u ..J wo, Vl 0..1 ' I ' 0 I ' ,.., N ·2'-0 11 40 80 _, ____ ! 1 11 -20' E D B ,---------,------------r--------------------------1-A REVISIDN DESCRIPTION: WO NUMBER: 111023064 PERMIT SUBMITTAL DATE (M/D/Y) CAD J. Ne Svn II 1 3 1 IC. ENGINEER {!./:u5Se..// II 13 I/& REVIEWED I I APPROVED J, OJ~'( I'/ 11S-1f~ 3 2 FOUNDATION PLAN 115KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SUBSTATION DRAWING NO SOUND ENGINEERING D-2867 ENERGY DEPARTMENT SHEET: 3 OF 3 SCALE: 1 "= 20' -0" CLASS: SI TE/FON FILE ND: REV NO 10 F-30 CADD NO: $$D~N$$ CODE: . TAL 1 E D C B A "' w t- <( 0 flt $FllE$ 8 7 (2023059050) PUGET SOUND ENERGY 6 ------~----,. ---,------If.--1331. 15 -- ( 2023059012 ) PUGET SOUND ENERGY ------ ( 2023059013 ) PUGET SOUND ENERGY I I I I I I 1-,~ '"' ,~ I I - 5 " w "'--5' 0 --oc: s 85"4---JL------- 1 I I 23059073) (20 I I WDDDCLIFFE ,, 'N, ,~, ,o oA, J --s ;..-' , , ..)ii,:-'' I --, , -::::::::-- 1 --, , -::::::::-- 1 , , -::;:::::--r -::::::::--. ~ -::;:::::--b:-:::-- I --, -----IE,-- 1 --------- SEATTLE 100's~l~~ION LINE TRAN 53 33805 A.F.N. I f- l I I I I I I I I I t--- 1 I I 8 7 ----5' -801.:~---- , , --' --11:i ........ tj'o.,.:...-'o , , - , , --- , , -- ' 54" E 89 °09 ---N ---, PUGET ----1332.46 SOUND --"' ------,,.. ENERGY EASEMENT 250' BPA 5178076 ~o~r7NuEs wEsT 0 100 .. ~--100 I 200 I GRA~~) ~ 1 a~'CALE 6 5 400 5 ( 2023059064) PUGET SOUND ENERGY 4 4 / _/ 12-/13/Jlv 3 3 (2023059062) BPA REVISION DESCRIPTION: PERMIT SUBMITTAL, CAD ENGINEER REVIEWED APPROVED --"' ------.::- MB ER: 111022315 WO NU ADDED DETENTION POND DATE (M/D/Yl 12 1 J'3 1 I IL I/.] 1;; I I It.. I /1. I/. 2 I I I I I I I I I I I I I I I I I rj I I I I I I I I I I I I I I I I t I I I I I I N LEGEND --if-· -OP _ OP - 0 * -, '- Q.5' PROPERTY LINE EASEMENT LINE OVERHEAD POWER BRUSH DRIVEWAY DRAINAGE DITCH LINE ER LINE OVERHEAD POW PROPERTY CORNER DECIDUOUS TREE EVERGREEN TREE OS ED FOUNDATION PROP OUTLINE RECEIVED DEC O 6 ?015 CITY OF 11!:NTOM PLANNING D!WS!OM CALL BEFORE YOU DIG Ca I I : TOLL FREE 1-800-424-5555 SITE P~G~sTATON TALBOT HILL ' 0" • 1 "= 1 00 -SCALE. SUBSTATION ENGINEERING DEPARTMENT CLASS: SITE DRAWING NO D-18730 OF 2 SHEET: 2 FILE NO: REV NO 1 D No...• $$DGN$$ CAD " CODE: TAL ,· •-11·· .;,:,,;,,: E D C B E D C B ... O'. w (/) ::, ... A $Fll£$ i l I I 1 ; 1 I l I i I I I I ' I ! i I ! I 131 ==--J°j 8 BLDG '---1 : r-j I i ~ l ______ J 7 GRPVEL WI s1·-_, i'.51' Q'. <1C . Q_ ll I I TALBOT HILL SUBST ATION CONC PAD Ofl VAULT (OBSCURED) ylJ \---1 l:.:R -* l!!L_ :y;- ~ GR,4\/EL \ ~/'; ~I '/j,,n I L(" I \ I I I --', ', ---=== GRAVEL 438 438 TALBOT HILL SUBSTATION D 6 TREE REMOVAL TYP. 8' CLF W/BW --"--------------- DRIVEWAY 5 I I ,-____ __[! { r-·----1 I r-~1 i~-, ~, L __ rJ _ __[ ~ I : I L---------' • GRAVEL -J.---=-~-='9 di--Lr-1 I t I I I 1_ --f·=t·-' 4 f n1 I l' 1u' I I ! I STORMWATER POND TREE REMOVAL AND CONG PAD OR VAULT (08SCtJRED) 1-c ER __ \ ~ -l AREA OF SELECTIVE TREE REMOVAL WE ST OF STORMWATER POND 8 7 6 ------, 5 4 3 LANDSCA\PING REV IS ION DESCR IPTION: WO NUMBER, 111022315 PERMIT SUBMI TIAL DATE M D Sf"ATI:a= WAEINJTON CAD I I FE031UW LAN:l8CAl'E AAClflECT ENGINEER I I ! i REVIEWED I I I niOMAS L EAILY AP P ROVED I CtiiiFICAlE NO. 1199 I / ! 3 2 LANDSCAPE KEY -, + + + T •+++++ + ~ + .._ + < < ., T • -, -,-+ .. + + ..... ·.·.·.•I • .. + + + t + + + + ~ ++++++ + + + • + EMERGENT PLANTING ~-VISUAL BARRIER PLANTING ~- 20' HORZ SCALE E D C 8 40' I IN FEET --~--------------------------------+-A Y) 2 VISUAL BARRIER TALBOT HILL • PUGET SUBSTATION SOUND ENGINEERING ENERGY DEPARTMENT CLPSS, SITE CADD N01 $$DGN$$ PLANTING PLAN SUBSTATION DRAW ING NO D-18746 SHEff OF 4 /LE NO: CODE, TAL REV NO 0 R!~CEIVED DEC O 6 2016 CIT'( Of RENTON PL\NN!:·JG D!VIS!ON E D C B A .. w f- <t 0 .. $FILE$ 8 7 PUGET SOUND ENERGY 6 5 4 3 2 @ N.T.S. 405 16 RENTON r®TE~ ( ) - s w V, E SE t SECTION 30, TOWNSHIP 2.3 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION PARCEL #202305-9003: sw1,4 OF NE',4 LESS PORL Y BET PSP&L CO 50 FT ESMT & BPA 200 FT ESMT LESS FOR POR WITHIN PSP&L 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 NL Y DF 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, 4. SITE BENCHMARKS DEA CONTROL PO I NT NO, 3006, A 1,{ REBAR WI TH "DEA CONTROL" CAP AT THE TURN INTO THE SUBSTATION, 75' S36'W FROM POWER POLE 317326/166450, ELEV= 436,88 OEA CONTROL POINT NO, 3008, A MAG NAIL AND "DEA CDNTROL" WASHER IN THE TALBOT FEET. STATION, 87' S88'E FROM A CATCH BASIN AND 39' N77'E 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 REQU[RED "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). / 8 / / / / / / / / AREA PLAN 7 / / / 6 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 DR 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 COULO BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS SERVICE). ~-' MEAN TO THE 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. 4. 5. 6. 7. 8. 9. 1 0. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION, THE CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY/COUNTY DEVELOPMENT ENGINEERING SECTION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. ! ! A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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. 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. 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. 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. 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, DRAWING LIST: ' DWG NO: D-2867R D-2867R D-2967R D-2870R D-18730 D-18731 D-18732 D-18734 D-18735 D-18736 D-18737 D-18738 D-18739 ·-··~----·-.\'--~------ \ D-1s·746 GROUP PROJECT MANAGEMENT ELECTRICAL CIVIL CONSTRUCT ION MANAGEMENT CONTROLS PERM ITT I NG SHT NO: TITLE: 1 FOUNDATION REMOVAL PLAN SHEET 1 OF 3 2 FOUNDATION REMOVAL PLAN SHEET 2 OF 3 3 FOUNDATION REMOVAL PLAN SHEET 3 OF 3 1 STRUCTURAL REMOVAL PLAN 1 SITE PLAN AND GENERAL NOTES 1 TOPOGRAPHIC SURVEY SHEET 1 OF 5 2 TOPOGRAPHIC SURVEY SHEET 2 OF 5 3 TOPOGRAPHIC SURVEY SHEET 3 OF 5 4 TOPOGRAPHIC SURVEY SHEET 4 OF 5 5 TOPOGRAPHIC SURVEY SHEET 5 OF 5 1 TEMPORARY EROSION/SEDIMENT CONTROL PLAN-230KV SWITCHYARD 2 TEMPORARY EROSION/SEDIMENT CONTROL PLAN-ACCESS ROAD 3 TEMPORARY EROSION/SEDIMENT CONTROL DETAILS 1 GRADING AND FENCING PLAN 230KV SWITCHYARD 2 GRADING AND FENCING PLAN 115KV SWITCHYARD 3 GRADING SECTIONS AND DETAILS 1 ACCESS ROAD PLAN SHEET 1 OF 2 2 ACCESS ROAD PLAN SHEET 2 OF 2 1 DRAINAGE PLAN 2 DRAINAGE SECTIONS AND DETAILS 1 DETENTION POND PLAN 2 DETENTION POND SECTIONS AND DETAILS 1 FOUNDATION PLAN SHEET 1 OF 2 2 FOUNDATION PLAN SHEET 2 OF 2 1 STRUCTURAL PLAN SHEET 1 OF 2 .2 -S-~RUCTURAL PLAN SHEET 2 OF 2 1 VISUAL BARRIER PLANTING PLAN SHEET 1 OF 4 2 VISUAL BARRIER PLANTING PLAN SHEET 2 OF 4 3 VISUAL BARRIER PLANTING PLAN SHEET 3 OF 4 4 VISUAL BARRIER PLANTING PLAN SHEET 4 OF 4 PSE ENGINEERING CONTACTS 355 110THAVENE, BELLEVUE WA. 98004 NAME PHONE MOLLY REED 425-462-3933 AL I SON SM ITH 425-914-8621 CHRIS RUSSELL 425-'766-3529 CODY SPENCE 425-466-8946 YUNG FU 425-922-1742 JEFF McMEEKIN 425-462-3824 EMAIL mol ly,reed@pse.com al ison.smith@pse.com christopher.russel l@pse.com cody.spence@pse.com yung.fu@pse.com jeff.mcmeekin@pse.com RECEIVED DEC O 6 2016 CITY OF RENTON PLANNING D!V!S!ON CALL BEFORE YOU DIG Ca I I : TOLL FREE 1-800-424-5555 D C B r--------,----------,,---------------------------1--A REVISION DESCRIPTION: WO NUMBER:111022315 s I TE PLAN AND GENERAL NOTES PERMIT SUBMITTAL 230KV SWITCHYARD TALBOT HILL SUBSTATION 200 0 200 la;:.~-a;:;-";JJ~t:::-,.t:J 400 8DO I CAD REV NO DATE (M/0/Y) • PUGET SUBSTATION I I SOUND ENGINEERING II !/~ I ( t ENERGY DEPARTMENT GRAPHIC SCALE 1" = 200' ENGINEER {:J.1<11sse,11 DRAWING NO D-18730 0 SHEET: OF 1 REVIEWED I I SCALE: . CLASS: SI TE FILE NO: APPROVED /I I lb I/{, CADD Nq: $$DGN$$ CODE: TAL 5 4 3 2 1 E D C B A ,,. 0: w <fl :J flt ,,. w f- <( 0 flt $FILE$ 8 7 RECOMMENDED CONSTRUCTION SEQUENCE 1, . PRE-CONSTRuc·rION MEETING. 2. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME ANO PHONE NUMBER OF CESCL. FLAG OR FENCE CLEARING LIMITS. 4. · INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. 6. 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC. I. CONSTRUCT SURFACE WATER CONTROLS ( INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC. I SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OR RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. (.,--"·,.\ ( • ! '-....,~/ .... ,' / / ,, I / I .. ) i •, ' \ ' ~· /, ' ; \ \ : '·-'' . : Ir: .. , . I .. ! . ' \ i ': I . ,, / SILT ..,..,_...i / FENCE -_ _, ' ,• . USE HIGH-VISIBILITY--------....i ~o~~fA~V6~1~~Ng~. 1 1 SEE SHEET 3. DETAIL 3 Q ' , ... :, r -\ -11 ' I \ : I . ' . . LL:_;__ __ .... . . / '"":" ., LJ .. ,. -- ., .•.. --·- TOPO LEGEND --G--EXISTING GAS LINE --DHP -- --T -- --·--p-- / --w-- ¢-P -0-pp fl_ --3 :0: EXISTING ovrnHEAD POWER LINE EXISTiNG UNDERGROUND TELEPHONE EXISTING UNDERGROUND POWER EXISTING WATER UNE EXISTING CYCLONE FENCE LINE EXJSTiNG PROPERTY UNE POWER POLE W/ LUM!NAIRE POWER POLE EXISTING SIGN -444- ---444 --· ---It-- PROPOSED CONTOURS EXISTING CONTOURS PROPERTY LINE STATION FENCE 6 5 RECOMMENDED CONSTRUCTION SEQUENCE (CONTINUED) 8. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING DR EQUIVALENT. 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12, UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE, 4 DCB IE] EX!ST!NG GUY ANCHOR EXISTING STREET LIGHT EXISTING CATCH BASIN ELECTRICAL BOX BENCHMARK SLOPE ANO FLOW DIRECTION 1. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY INTO AN ECO-PAN. + (I) @ SDMH D 0 C @ G CJ D 59.5 8 EXISTING TELEPHONE MANHOLE EXISTING STORM DRAlN MANHOLE EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE(DIA.) RE'.BAR/CAP MARKED "SKODJE 19645" EXJSTlNC SURFACE' MONUMENT EXISTING MONUMENT IN CASE EXIS11NG CONCRETE EXISTING GRAVEL SPOT ELEVATION ,-----1 I I L-·---- 1. . j , ,','' ','' ',', . ' ' . . . . ' ' ' ' ' , . ----- 7 FOUNDATIONS (REF ONLY) TYPE I CATCH BASIN (SEE DRAINAGE PLANI TYPE II CATCH BASIN (·SEE DRAINAGE PLAN) DITCH LINE DRIVEWAY CATCH BASIN INSERT CLEARING OR CONSTRUCTION LIMITS/HIGH VISIBILITY FENCE SILT FENCE RIPRAP 6 .~ -~·, --~- 2. 3. 4. 5. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED. TD THE ORIGINATING BATCH PLANT FOR RECYCLING. HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO AN ECO-PAN. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS, OR THE CONDITIONS OF THE NPDES PERMIT IF APPLICABLE. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE POURS AND REPAIRED THE SAME DAY. 30 0 ....... 30 I 60 120 I I ,. --------- GRAPHIC SCALE 1" = 30' 5 4 ·~·~---'--'--'~···'"''--· ~---- 3 MATCH LINE 2 SEET SHEET 2 REFERENCE DRAWINGS D-18730 D-·18734 D-18736 D-18737 D-18738 SITE LAYOUT AND GENERAL NOTES GRADING AND FENCING PLAN DRAINAGE PLAN FOUNDATlON PLAN STRUCTURAL PLAN DEC O 6 2016 CITY Of Rl:i\JJO~I Ptl\J\/J\/JJ\/G DIVISION CALL BEFORE YOU DIG Ca I I : TOLL FREE 1-800-424-5555 B rR;;;E'.7,V:';'[ ~S [;-;:0;;:;N-;D;";E~S;'.;CR:;';[";:p-;:'T ;";I O:N".": 1':wo;:-:N:;';UM::;B;;:E:;;"R".": :;"11;'.1;-';0~2;:'.2:":;3:'.;'1";;:5--,----------------------------l-A PERMIT SUBMITTAL TEMPORARY EROS I ON/SEO I MENT DATE (M/D/Y) CAD (I 1 Il 1 t(t, ENGINEER c. RI/ S.};e-/ REVIEWED I I APPROVED )/ //7 !lip 3 2 CONTROL PLAN-230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: 1 "= 30' -0" CADD NO: $$DGN$$ SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAW[NG NO REV NO D-18732 0 SHEET: OF 3 FILE NO: CODE: TAL 1 E D C E D C B A $FILE$ 8 1-w w I (/) w w (/) w z _J 8 ! I / \ 7 6 5 RECOMMENDED CONSTRUCTION SEQUENCE SEE SHEET 1 O:',; -:: -~~-c~:u; / / . ) " \._,_) '-._,j/ \ ( -----, / / \ \ ) / / /,,.----'·---- / ,- I / I I ! I ! I ' \ I / / I I / I I // -~· J / ,. I I !/ i I I I I ! .' ,. ' _:.,_? ? I ; I .,: ' a ! ! ( I / \ \ \ / 7 --. -·-"""" ------- .... --- ( \ \ \ 30 0 ~-USE HIGH VISIBILITY FENCE OUTSIDE OF SUBSTATION FENCE. SEE SHEET 3, DETAIL 3 30 60 120 ~~-----"'l·"'--~, •• __ I I ___ __JI GRAPHIC SCALE 1' = 30 1 6 / 5 4 CONCRETE HANDLING SEE SHEET 1 4 _ ... ,~·=--- -~-,;:~- \ 3 TOPO~_EGEND ---G--- ---OHP-- ---,--- --·-p ----------- -------·· w --- ~ -<>-pp _[]_ ---') ):( qB [I + (i) © SDMH Q 0 0 @ 59.5 ,-"'"\ I • ) \ EX!STING GAS LINE EXISTING OVERHEAD POWER LINE EX!STING UNDERGROUND TELEPHONE EXISTING UNDCRGROUND Pmvrn EXISTING WA TE.R LINE EXiSTING CYCLONE FENCE LINE EXISTING PROPERTY LINE POWER POLE W/ LUM!NA!RE POWER POLE EXISTING SIGN EXISTING GUY ANCHOR EX!STING STREET LICHT EXiSTIMG CATCH BASIN ELEC1RiCAL BOX BEMCHMARK EXISTING TELEPHONE MANHOLE EXISflNG STORM DRAIN MANHOLE EXISTING FIRE HYDRANT EXISllNG DECIDUOUS TREE(DIA.) REBAR/CAP MARKED ''SKOOJE 19645" EXISTING SURF ACE MONUMENT EXISTING MONUMENT IN CASE EXISTING CONCRETE EXISTING GRAVEL SPOT EL£VAT!ON \ \ \ \ \ .. "'-.,./ r· ------. __ / "--· ----·-- / / ,..,.----,--a. oc1:i-- .. ·-. - 2 LEGEND: 1438.251 --444- ---+---·-10 -- SPOT ELEVATION CONTOURS DITCH LINE GRAVEL ACCESS ROAD ASPHALT -----CLEARING LIMITS/HIGH VISIBILITY FENCE SILT FENCE REFERENCE DRAWINGS D-18730 SITE LAYOUT ANO GENERAL NOTES D-18734 GRADING AND FENCING PLAN D-18736 DRAINAGE PLAN D-18737 FOUNDATION PLAN D-18738 STRUCTURAL PLAN CALL BEFORE YOU DIG Ca 11: TOLL FREE 1-800-424-5555 E D B r;;R~EY;;-;I s7.1 o:;:;-N ~DE~S~CR:;;:I P~T I:;::ON:::-, --,-:::w:;:-o 7::-NU:::MB:;::ER~: ".:'-:11:":"1 :::::02~2 3:;".:1";:"5 -,---T-E_M_P--OR_A_R_Y_E_R_O_S_I _O_N_/_S_E_D_I _M_E_N_T __ ~ A PERMIT SUBMITTAL CONTROL PLAN-ACCESS ROAD TALBOT HILL SUBSTATION REV NO CAD DATE (M/D/Yl • PUGET SUBSTATION I I SOUND ENGINEERING II !I'S" I/£, ENERGY DEPARTMENT ENGINEER DRAWING NO D-18732 0 SHEET: 2 OF 3 REVIEWED I I SCALE: 1" = 30' CLASS: SI TE FILE.NO: APPROVED J, }I I 15' I /(p CADD NO: $$DGN$$ CODE: TAL 3 2 1 I 1: E D C B <A- o:: w (/) ::, fl> A { : ,) ', ,, FILE$ 8 STANDARD STRENGTH ::~~.s:~:: ..... cATE CATCH BASIN FILTER FABRIC PROTECTION NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES, 7 6 MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY, 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC SKIRT SECURED WITH GRATE CATCH BASIN GRATE POL '!'ETHYLENE CAP ~ PERFORATED POLYETHYLENE DRAIN<\GE TUBING, DIAMETER MIN_ 2" LARGER THAN DEWATERING ORIFICE_ TUBING SHALL COMPLY WITH ASTM F667 AND MSHTO M294. 5 PR0\1DE ADEQUATE STRAPPING / WATERTIGHT COUPLING CORRUGATED METAL RISER TACK WELD 1 B" MIN. l_ ~--c_o_N_cR_ET_E_B_AS_E __ ~ 1---2X RISER DIA. MIN. ---1 J.o' MIN. 4 DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. DIAMETER />S PER CALCULATIONS ALTERNATIVELY. METAL STAKES AND WIRE MAY BE USED TO PRE\1ENT FLOTATION RETRIEVAL STRAP SEDIMENT POND RISER DETAIL ED .__ _ ___. WALL 5 FILTER MEDIA FOR OEWATERING CREST OF 6' MIN. WIDTH EMERGENCY SPILLWAY r"DROUS BOTTOM CATCH BASIN INSERT NOTE: THIS DETAIL IS ONLY SCHEMATIC, ANY INSERT IS ALLOWED THAT HAS A MIN, 0.5 C,F, OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. FILTER FABRIC INSERT (PSE MID 9995728) COLLECTED SEDIMENT OVERFLOW ALTERNATE CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL FOR INSTALLATION, SEE TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL, PSE STANDARD 0150,3200 NTS DETAIL WIRE-BACKED SILT FENCE, DEWATERING STAKED HA'fBALES WRAPPED ORIFICE WITH FILTER FABRIC, OR EQUIVALENT DIVIDER CONCRETE BASE (SEE RISER DETAIL) EMBANKMENT COMPACTED 95?.. PERVIOUS MATERLALS SUCH ~ GRAVEL OR CLEAN SAND SHALL NOT BE USED. DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER 8-*B 2 SEDIMENT POND ~A SECTION w DESIGN AND INSTALLATION SPECIFICATIONS 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS ( ASTM D-4751) = 30-100 SIEVE SIZE (0.60-0.15 mm) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15 mm) FOR OTHER FABRICS WATER PERMITTIVITY IASTM D-4491) = o. 02 SEC 1 MIN. GRAB TENSILE STRENGTH (ASTM 0-4632) = 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) = 301. MAX. ULTRAVIOLET RESISTANCE (ASTM 0-4355) = 701. MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE ND STEEPER THAN 2H:1V. MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR PONO. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4, SEDIMENT MUST BE REMOVED WHEN IT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, W[RE RINGS, OR EQUIVALENT TO ATTACH FABRIC TD POSTS. 2"x2" BY 14 GA WIRE OR-~ EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. / V 6' MAX. -/ ~ POST SPACING MAY BE INCREASED TO 8' IF WIRE BACK I NG IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE ~MIN, 4 11 x4 11 FILTER-~ FABRIC BACKFILL TRENCH W[TH NATIVE SOIL OR 31'-1 .5" WASHED GRAVEL 2"x4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT SILT FENCE DESIGN AND INSTALLATION SPECIFICATIONS AND MAINTENANCE STANDARDS DETAIL 8.*B 1 2 8 7 6 5 ' N z ::. C N 4 3 6 1 -0 11 MAX ELEVATION 2 HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR VERTICAL POST ELEVATION FENCE ON SLOPE NOTES 1 1, POST SHALL HAVE SUFFICIENT STRENGTH AND DURABILITY TO SUPPORT THE FENCE THROUGH THE LIFE OF THE PROJECT. 2x2 WOOD POST STAPLE TOP TIE SELF-LOCKING TIE NYLON 6/6 (MIN, GRADE), 50# MIN.TENSILE STRENGTH, UV STABILIZED, STEEL T-BAR POST SELF-LOCKING TIE FENCING FENCING .,,.-......_ MATER I AL ---NYLON 6/6 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, MATERIAL " / / \. / I \ I I \ I ( ) \ ( I ';,,g: I I \ ~>-I \ \ I \ \. / \. " ........ -~---------~~---~'- C 0 I I I \ ' ....._ \ \ J / / 2 1 -0" (DESIRABLE) _ _,,, "-UV STABILIZED \. \ \ l I I I / / ENVIRONMENTALLY SENSITIVE AREA BOUNDARY PROTECTED AREA WORK AREA ISOMETRIC 1 '-0" MIN. <DEEPER FOR UNSTABLE SOILJ~-----~ 2x2 WOOD DR STEEL T-BAR POST TYPICAL SECTION A 2 HIGH VISIBILITY FENCE DETAIL CIXI) CALL BEFORE YOU DIG E D C B r;R;;E-;;-V ;-;I S~l O;;;N;-;;;OE::;S;;CR:;-;I-;;-PT;;I-;;O;:;'.N ,:-ir:w:;:-o-:N::-:UM::::B:;E;::".R ,:-:,-::,-::-1 :::'02::":2~3:"'.:'175-,--------------------------J-A PERMIT SUBMITTAL TEMPORARY EROSION/SEDIMENT CONTROL NOTES AND DETAILS TALBOT HILL SUBSTATION DATE <M/0/Y) • PUGIT SUBSTATION DRAWING NO REV NO CAD J. N~ 10 I 10 I /(o SOUND ENGINEERING D-18732 ENGINEER c./?vs /0 l;U, 1/6 ENERGY DEPARTMENT 0 SHEET: 3 OF 3 REVIEWED I I SCALE: NONE CLASS: SI TE FILE NO: APPROVED j H--G'Jf?,, JI 1,,; ll(p CADD NO: $$0GN$$ CODE: TAL 3 2 ____ ,, ____ -----~-~----·~ 8 7 6 5 4 E D c- B A STATE OF WASHNGTON RE<.?.s I G ED I.Af,IJSCAfE ARCHTECT lHOMAS L EAAL Y C8IIFICATE NO. 1199 8 7 6 5 4 $FILE$ 3 2 LANDSCAPE KEY + .. + " ... +++ ..... + + + + + ' + + + + 1' f !· + I-+ + ++++++ + + + ... + ~~i-++·• i-;. I· + +- ++++et • .. + + .,- EMERGENT PLANTING SEED MIX VISUAL BARRIER PLANTING Ill DETENTION POND RAMP RECEIVED DEC O 6 20\G cnv of Rt'r,rro~l fltANN!NO Dl'Jl'.:\l"_;,;1 40' HORZ SCALE o· 40· 60' ~~c:_____~- IN FEET E D C B ------~-------------------------1--A REVISION DESCRIPTION: WO NUMBER: 111 022315 PERMIT SUBMITTAL DATE (M/D/Y) CAD . / / ENGINEER / / REVIEWED / / APPROVED / / 3 2 •c;,, . ~----~ ~--·--· -· . ·:· ---· VISUAL BARRIER PLANTING PLAN TALBOT HILL SUBSTATION • PUGET SUBSTATION DRAWING NO SOUND ENGINEERING D-18746 ENERGY DEPARTMENT SHEET: 2 OF 4 CLASS: SITE ILE NO: CADD NO: $$DGN$$ CODE: TAL REV NO 0 --a· •-1.,______,._____,_, .• E D C B t# 0:: w (/) ::, t# A !FILE! 8 7 HYDROMULCH PER SPECIFICATIONS (FEATHER HYDROMULCH TO STEM) FINISHED GRADE NATIVE SHRUBS PLANTING DETAIL NOT TO SCALE DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE CREATE HOLE WITH DEPTH AT LEAST ROOT LENGTH STEP 1 WELL FORMED ROOT ASS GENTLY LOOSENED AND PLACED IN NATURAL POSITION. STEP 2 STEP 3 SET ROOT CROWN AT ORIGINAL GRADE INSERT PLANTING BAR TWO INCHES FROM PLANT AND FIRM SOIL AGAINST BOTTOM OF ROOTS STEP 4 ONE YEAR TRANSPLANT PLANTING NOT TO SCALE 8 7 6 5 COMMON BOTANICAL % % % NAME NAME WEIGHT PURITY GERMINATION TALL OR MEADOW SCHEDONORUS 75-80% 98% 90% FESCUE PRATENSIS SEASIDE AGROSTIS 10-15% 92% 85% BENTGRASS PALUSTRIS REDTOP AGROSTIS 5-10% 98% 90% BENTGRASS GIGANTEA SEED MIX 23,266 TOT AL SOFT ADD 3" COMPOST PER PROJECT SPECIFICATIONS. TILL INTO TOP 6" OF NATIVE SOIL FOR TOTAL OF 9" AMENDED SOIL SOIL AMENDMENT DETAIL NOT TO SCALE PLANT CENTER + .8667x TRIANGULAR SPACING DIAGRAM NOT TO SCALE FIRM SOIL AGAINST TOP OF ROOTS STEP 5 6 REMOVE TOOL AND CONFIRM PLANT IS PLUMB AND UNDAMAGED STEP 6 IRM SOIL DOWN INTO THE HOLE TOWARD ROOTS STEP 7 5 FIRM DOWN SOIL AROUND THE PLANT AND CONFIRM PLANT IS UNDAMAGED AND PLUMB. DO NOT STEP ON PLANT. STEP 8 4 3 SCALE: I " = 2' EMERGENT PLANTING TYPICAL LAYOUT POND ACC SS RAMP ~' --------. -, __ ------ 2 EMERGENT PLANTING SCIENTIFIC NAME CAREX OBNUPTA COMMON NAME SLOUGH SEDGE DESCHAMPSIA CESPITOSA TUFTED HAIRGRASS SCIRPUS CYPERINUS WOOL Y SEDGE VISUAL BARRIER ,wf SC I ENT IF IC NAME COMMON NAME ~-~,ACER CIRCINATUM VINE MAPLE ~ · < CORYLUS CORN UT A BEAKED HAZELNUT ( ' ~ ~ ·v~'"" MORELLA GER I FERA WAX MYRTLE /~~)GARRYA ELLIPTICA SILK TASSEL STRAWBERRY TREE 1 \ . ARBUTUS UNEDO \J DRIVEWAY ---------------------------------------------------------------------- + + + + + + + + + + + + + + 7,000 TOT AL SOFT SIZE SPACING COUNT PERC. I -YR TRANSPLANT FT O.C. 3,071 38% I -YR TRANSPLANT FT O.C. 2, IOI 26% I -YR TRANSPLANT FT O.C. 2,829 35% 4,378 TOT AL SOFT SIZE SPACING COUNT PERC. 6' TALL 6 FT O.C. 11 11% 6' TALL 6 FT O.C. 32 8% 5 GAL 6 FT O.C. 1.3 14% 5 GAL 6 FT O.C. 15 15% 5 GAL 6 FT O.C. 44 13% 5 GAL 6 FT O.C. 36 25% --------------------------------------------------- ------------------------------------------------------------------ -------------------- ------------~.~ - Y LI N E ~ ----------------..,...,"' --~--·--- SCALE: I " = I 2' VISUAL BARRIER PLANTING TYPICAL LAYOUT E D C B ~-------~--------~----------------------------+-A REVISION DESCRIPTION: WO NUMBER 111 022315 PERMIT SUBMITIAL DATE (M/D/Y) STATE OF WASHK!TON CAD / / FEaSISW LAN:>8CAPE AIICHIECT ENGINEER / / REVIEWED / / THOMAS L EAR.Y APPROVED / / CERIFICATE NO. 1199 4 3 2. VISUAL BARRIER TALBOT HILL • PUGET SUBSTATION SOUND ENGINEERING ENERGY DEPARTMENT CLASS: SITE CADD NO: $$DGN$$ PLANTING PLAN SUBSTATION DRAWING NO D-18746 SHEET: :ii OF 4 ILE NO: CODE: TAL REV NO 0 E D C B A ,,. w !;;: 0 ,,. 8 475 450 425 475 450 425 8 $FILE$ 7 0 50 SECTION A-A HOR I ZONT AL SCALE: I" = 30' 0 50 SECTION 8-8 HOR I ZONT AL SCALE: I" = 30' 7 100 VERT I CAL SCALE: I" = IO' COMMUN I TY FIELD 100 VERT I CAL SCALE: I " = IO' 150 150 6 200 250 200 250 6 I \ \ \ 5 300 TRANSMISSION LINE CLEARANCE ZONE \ \ EXISTING VEGETATION VISUAL BARR I ER PLANTING 300 5 350 ACCESS ROAD 350 COMMUN I TY FIELD POND SLOPE SEED MIX 4 400 I I \ PONO RAMP 400 4 \ TRANSMISSION LINE CLEARANCE ZONE I I I I I \ \ VISUAL Q EXISTING BARRIER EXISTING VEGETATION EGETATIO PLANTING 450 POND SLOPE SEED MIX 450 w u z w u... 0 PSE SUB STATION 500 500 3 ACCESS ROAD POND PONO SLOPE POND SLOPE SEED RAMP SEED MIX MIX 550 600 550 600 2 w u z w u... 0 PSE SUB STATION 650 650 E 475 450 D 425 C 475 450 B 425 ~------~-------~-----------------------+-A STATE OF WASHNGTON FEGiSIUE LAIOSCAPE ARCHIECT THOMAS L EARLY CEIIT19CATE NO. me REVISION DESCRIPTION: WO NUMBER: 111022315 PERMIT SUBMITTAL CAD ENGINEER REVIEWED APPROVED 3 --~-------H .. ,,~. -. DATE ~---··--'~·----~)', a-· ____,~,~···-·-· ---•--"~--1.!l·.c.• I I I I M/D/Y) I I I I 2 VISUAL BARRIER PLANTING PLAN TALBOT HILL SUBSTATION • PUGET SUBSTATION oriAWING NO 0-18746 SOUND ENGINEERING ENERGY DEPARTMENT SHEET: 4 OF 4 CLASS: SITE ILE NO: GADD NO: $$DGN$$ CODE: TAL ·-··· ------~ e>ac----'---'--.:l~c•,,C-•'""> -,;,·=•• REV NO 0 E D C B .. 0:: w V) ::, A ~ 0 "' '-0 N '-0 -a:, u -'v"\/\/' )< :x )<. , ' 0 I . ~ -N I -N GATE 'le STOP GATE If, LATCH V • X '-..![8,.,...' '\ '--GATE FRAME W/D!AGONAL BRACING -.r2'\. )( XV X xx _,/\).j ~~7),; VEHICLE GATE HINGE tTYP 3 PLACES PER POST FOR VEHICLE GATES> FENCE FABRIC SEE NOTES 5 AND 6 xx ;E~7)· ~;}it X X ~)( 0-· --RAIL BRACE f "~ x x x/x >.,; SEE NOTE 12 )( X X X )( X HEAVY DUTY INDUSTRIAL GATE LATCH PL 152 BY INTERNATIONAL SECURITY PRODUCTS (NOTE THAT LOCK HANGS DOWN! • AS SHOWN SEE NOTE 11 VEHICLE GATE POST CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST, SEE SCHEDULE tTYPJ GATE LATCH NTS VEHICLE GATE ELEVATION Cf 4 1 -8 11 ct PEDESTRIAN GATE POST - SEE NOTE 8 3" MAX ,'' 3 .., (TYPl--.... 3"j[ ' SEE NOTE " -, GATE STOP /-~1 ( TYP l --.......__ -A -. '" II ,, ' ,/ ·,.,r ,. ,/ ' ,/ ' • '';oli )(;<.)< ><X JEg_AX XX, « PEDES TRIAN GATE HINGE (TYP 2 PLACES PER POST FOR P EDESTRIAN GATES) -·--CENTER LOCKING BAR, (LOCKED POSITION> HANDLE SHALL BE 1'-6" TO 2'-0" ABOVE GRADE ANO SHALL BE FITTED WITH STOPS _,> WHICH WILL HOLD IT IN EITHER THE .....-,< LOCKED POSITION OR LIFTED POSITION, VENT HOLE (SEE NOTE 15) TYP AT ALL WELDED JO I NTS 1 FOR GALVANIZING PURPOSES------'~//' 0 •·1•· 1. °. ', "' CENTER GATE STOP, MUSHROOM /!.,. J "/ . •' I ,· '\ I I•~ ,/ ··~b '\ / { : . "',y· ,, '\ , / 1> ·i, 1,; e.. . I I DETAIL GATE STOP ( TYPJ- HEAVY DUTY GATE HINGE BY HOOVER FENCE CO. (MALLEABLE IRON BUTT HINGE, PART NO, BHM-65 W/180' HINGE ADAPTER) OR EQUAL, '--"-'''--TAC WELD GATE HINGES 3 PLACES EACH HINGE tTYPl SEE NOTE 4 FOR FINISH, VEHICLE GATE HINGE DETAIL NTS -------------~----~~-----'"'*4~-·-~--~ a ---~-·-~G~A=T=E-'°-+-~'"\ STOP ~ a ' I ({i GA TE LATCH GATE STOP LO N I ~ . N ' 0 -I C 0 I , 00 FIELD DETERMINE HEIGHT ' 0 I . N HEAVY DUTY GATE HINGE BY HOOVER FENCE CO. (MALLEABLE IRON BUTT HINGE, PART NO. BHM-4 W/180' HINGE ADAPTER! OR EOUAL, ~~~TAC WELD GATE HINGES 3 PLACES EACH H~NGE (TYPl SEE.NOTE 4 FOR FINISH. PEDESTRIAN GATE HINGE DETAIL EB -DUCK BILL GATE KEEPER NTS -POST CAP POST 2"( 2 3,a" OD l SCH 80 PIPE FINISH GRADE _i_._.,__ ___ " __ s T_o_P ___ V> . v'.' "\I'-/\, -" , •\/ .~. _x '•.X.V.'X TYPE MALLEABLE IRON, WELD 12" LONG STEEL PIPE TO BOTTOM AND SET IN CONCRETE FORMED WITH 10" SONO TUBE, TOP OF CONCRETE SHALL BE AT FINISHED GRADE ELEVATION, FOR PAVED DRIVEWAYS, INSTALL BEFORE ASPHALT IS PLACED, "-.,-' ~ 6. ~ _j A / ".. 0-~ . " .. 2" CLR BETWEEN BOTTOM OF GATE h QO oa TENSION VIEW-A f::\\{ir::'.(ij / ,, f~ -" .. '}.' ~ ,, "' I 2" CLR ~ETWE~N _J BOTTOM OF GATE PEDESTRIAN GATE POST CdNCRETE FOOTING SLOPE AWAY FROM POST, SEE SCHEDULE tTYPl AND FINISH STATION GRADE PEDESTRIAN GATE ELEVATION FROM OUTSIDE FENCE, BARBED WIRE ATTACHED. 7 , SECURE TO ARM SO THAT ~ o IT CANNOT BE LIFTED OFF JKS', e"'-I FROM OUTSIDE FENCE, ,:/'°~"" ~ LINE/CORNER POST SEE NOTES 9 AND 10, MAX, SPACING BETWEEN POSTS SHALL BE 10-Ff 0 :;, r FINISHED STATION GRADE <REF! ~EE VlfW-A ' 0 I STATION SIDE FINISHED STATION GRADE TOP OF BASE COURSE CREFl PLACE YARD COURSE SURFACING SO THAT NO GAP EXISTS BETWEEN BOTTOM OF FENCE FABRIC ANO TOP OF ROCK -CORNER/LINE POST CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST, SEE SCHEDULE ( TYP. l GATE STOP DETAIL EB VEHICLE GATE DETAIL NTS THE WORK SHOWN ON THIS DRAWING SHALL BE IN ACCORDANCE WITH THE FOLLOWING PSE STANDARDS 1275,1130 CONCRETE, STRUCTURAL 8350,2200 CONCRETE INSTALLATION 1025,8340 STEEL, STRUCTURAL GENERAL NOTES: SPECIFICATIONS: AISC (LATEST) MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST) STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST) WELDS: PER AWS D-1, 1 C LATEST l FIN I SH: GR I ND SMOOTH ALL BURRS AND SHARP EDGES SURFACE COATING: HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53 (LATEST!, ALL UNGALVANIZED WELDS SHALL BE CLEANED, WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED FOLLOWED BY A FINAL ZINC RICH PRIMER COATING, REFERENCE DRAWINGS & SPECIFICATIONS D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL SECT 02831 CHAIN LINK FENCING & GATES, CIVIL SPECIFICATIONS CONCRETE FOOTING SCHEDULE ' -FOOTJNG DEPTH FOOTJNG DIAMETER < SEE NOTE 13 ) VEHICLE GATE POST 3 I -8 II MIN 1 8 " NTS D> AND FINISH STATION GRADE ;<i· 10"DIA L-L GATE KEEPER DETAIL NTS ITO HOLD GATE OPEN) TO BE INSTALLED ON ALL VEHICLE GATES, SEE NOTE 16 FIELD LOCATE -2 PLACES GATE AND FENCE NOTES 1. GATE CORNER POSTS ARE TO HAVE 90' HINGES (NO 180' ADAPTER REQUIRED!. 2, GATE NON-CORNER POSTS ARE TO HAVE 180' HINGES (180" ADAPTER REOUIREDI, 3, GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME, 4, GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK COATED TO REPAIR GALVANIZING, 5, FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 2" MESH SIZE, 6, FENCE FABRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 31,z" X 51,2 MESH SIZE, 7, VEHICLE GATE POST SHALL BE 5-INCH STANDARD (6.625-[NCH O,D, ), WEIGHT 18,97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7-FT HIGH GATES. 8. PEDESTRIAN GATE POST SHALL BE 3.5-INCH STANDARD (4.0-INCH Q.D., WEIGHT 9.11 LB/FTl OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 9, LINE POSTS WITH SLATS SHALL BE 3,5-INCH STANDARD (4,0-INCH O.D., WEIGHT 9,11 LB/LF l OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES, 10, LINE POSTS WITHOUT SLATS SHALL BE 2,5-!NCH STANDARD 12,875-INCH O.D., WEIGHT 5.79 LB/LFl OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 11, VEHICLE AND PEDESTRIAN GATE FRAMES SHALL BE 1 ,5-INCH STANDARD (1 ,90~!NCH 0,0,, WEIGHT 2. 72 LB/LFI OR LARGER STEEL PIPE, 12, FENCE MIDDLE AND TOP RA!L AND BRACES SHALL BE 1 .25-INCH STANDARD (1 ,66rINCH 0,0,, WEIGHT 2.27 LB/LFl OR LARGER STEEL PIPE, 13, FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE, 14. BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED TO PREVENT REMOVAL OF NUTS, NUTS SHALL BE LOCATED ON THE INSIDE OF TH~ SECURED AREA. 15, ALL P.[PE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF RAIL AS CLOSE TO THE WELD AS POSSIBLE, 16, ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN, PER DETAIL 6, THIS SHEET, ' E D C B MIN '> .-,--------..----------------------------------------1-A TYPICAL CHAIN LINK FENCE -'SECT I ON '· ' 8 7 6 5 c:"*1)we<k i ng*l)roj ectwisefhwi 11 i·ll<lms10801¥{H 8381-0\ .don VEHICLE GATE POST W/SLATS 4 1 -0 11 CORNER/LINE POST 3'-6;; CORNER/LINE POST W/SLATS 3 / -8 II PEDESTRIAN GATE POST 3 / -8 II NOTE: CONCRETE FOOTING F'c = 2,500 PSI, I 4 MIN 2 4 II MIN 1 2 " MIN 1 8 " MIN 1 8 " MIN ·, MIN .· MIN MIN 3 REVISION OESCRIPTION: WO NUMBER: ADDED SECTION NOTE, REVISED NOTES 11-16 REVIEWED APPROVED .. , •. DATE ( M/D/Y l I I lO I 2..\ I I I O 12. I I I 2 SCALE: NONE CHAIN SECTIONS LINK FENCING AND DETAILS PUGET SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAWING NO D-18381 SHEET: 1 OF FILE NO: GADD NO: D-18381-01.dgn CODE: REV NO 1 L__·"·--------------- E D C B A !FILE$ 8 -444- ----444 -- •• KX:>1 fl --oe- 8 N 0 1- w w :c Vl w w Vl w z ' i:C u I- <! ::iE I / I ~- I I \ I I \ \ I I I I / / // / LEGEND PROPOSED CONTOURS EXISTING CONTOURS GRAVEL ACCESS ROAD ASPHALT FENCE BOUNDARY SIGN I I / I I I I / I I I I I I I I I I J I I I / / I I _2. I / *I I I I \ I I I \ I I I I OVERHEAD POWER LINES GUY ANCHOR DITCH I I I I I I I 7 I I I I / I / 6 5 -----··----... I / ' i/ /i//,,/,,/'r( _____ -------___ ----- ! '>-11 I I /----..__ '\ I I I I I I I I I \ \ I I I \ I \ \ ' ' \ \ \ I 7 / ,BRUSH, ,. , , , r ...__ ' \ I 'i>-(o / en -....,, \ I \;,,. "'-z ·,, \ I I \I" 'CJ'" "'-\ I ! ,r I "-\ I I I I i \ \ \ J I I \'.. \ \ t-.<;:) I "'- \ I).."' / ~ ' \ I I ' \ ! I ---\ I / 1 / -450-----..._ \ I ii I '-. \ I \ \ 1 POSSIBLE \ , ; WELL HEAD \ 1 1 , 1 1 ·-, 1 1 \ I '..--1 RIPRAP DITCfJ,1 '<11-.---+---450-----ll v I O /', :"---;---t--__:..__:.. 1 TO POND BOT/f M, '----.. 449 441 , 50 SEE TYP S,ECT ION \ \ \ ,'7 ~ \ , 447,.,-1-''<;"---'-..:----'s:---;---+i'--::,--"-;.;._-=-f'-=~--~-~//---f.-=4=4=2=·=0=0:::.'......-..,.~J!, 7--:--,,,...,~:...:....-..:...,..___:!;!':'.__446 ---+--'"""---""""""',-:-, --'"°--,---\,.:=.c::.._ ___ .\-_446---4-4_7_/-------I(..:.:!......,\~ EXISTING GRADE GRAVEL ACCESS ROAD - 4'-0" MINIMUM (VARIES, SEE PLAN) oz I -::,, o'<1-, 1 L":,""l:JQ::,._K._1-,2',d_L..,L;J!]y 2 1'-0" (TYP) TYPICAL DITCH 3" ASPHALT HMA CLASS 11 { PG 58-22 PER PSE STD 8350.0050 NTS t ' I (_ NATIVE COMPACTED SUBASE OR COMPACTED SUBBASE SECTION 1 11{ TOP COURSE PER PSE STD 1275-1320 1% SLOPE_ 9" BASE COURSE PER PSE STD 1275,1320 ASPHALT CONCRETE SURFACED DRIVEWAY SECTION CB 30 0 ~? 6 5 20 40 j • GRAPHIC SCALE 1" = 20' 4 \ \ \ '· - N 173203.08 E 1305314,94 80 I 4 3 N ·, BRUSH '· ·--------·-'· ---·, - BPA---- TRANSMISS!ON TOWER / - ' - ' -- - \ \ \ I \ 2 443.50 ' EXISTING GATE TO 1 BE REMOVED -\ -\ ' \ \ \ \ \ \ \ \ ----... / __. ---·:-----:--~ ,....._~- ---- / / / .. " / --\ I .-•-· '?/ / / / \ \ \ \ BRUSH \ \ \ \ \ \ I I I -- \ \ --- I RECEIVED DEC O 6 2016 CITY OF RnJ'(,)111, Pl.ANl\l'lf>IG DIVW!OM CALL BEFORE YOU DIG Ca 11 : TOLL FREE 1-800-424-5555 E D B .--------~----~::"".""."--r-----------------------;--A WO NUMBER: 111022315 ACCESS ROAD IMPROVEMENTS REVISION DESCRIPTION: PERMIT SUBMITTAL C ' CAD ENGINEER REVIEWED APPROVED J. l+Ekli<'. 3 ---.• ,.~, • e· "" ,. ,~-· •.•.. DATE IM/0/Y) I I I/ 1!'111, I I 230KV SWITCHYARD TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE:1 11 = 20'-0" SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAWING NO D-18735 SHEET: 1 OF 2 FILE NO: / I I/,;" I /I.,, CADD NO: $$0GN$$ CODE: TAL 2 1 ; ';,·, 0 ,-, <c ""'' • '" -,, ./.I -1, I REV NO 0 E D C B A flt w f- s( 0 flt 8 8 !FILE$ N N 173403. 71 / / • GRAVEL 1 , -------430-41 --/430) ~ I / -______ / --.. ------- \ ------ \ EXISTING~ GRADE _\ ----------------- POND BOTTOM ENTRANCE 7 MATCH YARD ELEVATION D 6 ----·---------------·---------~----;- BRUSH ----...... ,_ ,,.. ·--------. --------------------·--_/ / PUGET SOUND ENERGY 250 1 BPA EASEMENT~ A.F.N. 5178076 CONTINUES WEST { ,-,·; t. I DRIVE AREA (SEE PLAN VIEW) lsLOPE PER ~ ___ ..; _ PLAN- / •':i;~-;< /.'.·"·~·· ------l-A-~IVE SOIL OR SUBBASE FILL TOP COURSE m BASE COURSE 1"-10 1 SECTION® DRIVEWAY 7 -- EXISTING GRADE 6 < ; / / I '---- / / - --- / / / I / -~c..... ---- --- - 5 N 173483.35 E 1304696,43 / / \ ' \ ' \ \ ' \ \ \ \ / \ / ) oe_,~- ,,,..,,., / Op / ---- --. 4 /( I " \ \ \ \ ' I ------------------------------- ______ ...;/ 438 436 43 ·' 434 435 ---_433. ____ _ -----202 -431_-~~- 42_-g _:-_.:------- -- --_:_~ ----/126--- ---_ 425_ ---. - I I I I \ '· I - ( I -, ( • I '_) I '-'....../~ ---- / / ) ~ -----/ ' / / "----,,,. ' -/ ~-~ ,--/ DETENTION POND 1 SEE DWG D-18737 / , - I I 0 --- I I / I i I / / I I I \ I I \ ' 30 0 20 40 80 Ll,~-:.-.::• .... ~I l ___ ~I GRAPHIC SCALE 1" = 20' 5 4 I / I 3 ._---C'---::;;"""'i'.-.!C...,....-4 41--..,,.. I I I I I I I I I I I I /439 ---- / -· / _,,,,. __ ,, _c\-,,------\ '),/ '"--I ! I I I I I I I '* *) / / / I / / / / / / - I I I I I I I I I I I I I I I \ \ I ) --------- BPA TRANSMISSION TOWER 1-w w :c V) w w V) _J :c u I- <( -~ 2 -444- ----444 --- 11111 p --Qf'-- I LEGEND PROPOSED CONTOURS EXISTING CONTOURS GRAVEL FENCE SIGN OVERHEAD POWER LINES STREET LIGHT E D B r---~:":"'.":":~-r:'.:"7.:"::':::::::"."7':'";";~:7"'""-,---77::-=-::::~~~---;":-:;::;~~:-;-;;~:;:;:---rA REVISION DESCRIPTION: WO NUMBER: 111022315 ACCESS ROAD IMPROVEMENTS 3 PERMIT SUBMITTAL 230KV SWITCHYARD DATE (M/D/Yl CAD ENGINEER (!,R_v~I/ II 1;11/t REVIEWED I I APPROVED L( / l7 / J(p 2 TALBOT HILL SUBSTATION • PUGET SOUND ENERGY SCALE: 1 "= 20' -0" CADD NO: $$DGN$$ SUBSTATION ENGINEERING DEPARTMENT CLASS: SI TE DRAWING NO D-18735 SHEET: 2 OF 2 FILE NO: REV NO 0 CODE: TAL 1