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HomeMy WebLinkAboutLUA 87-100- Large Format ™ a y | rT is | Pe dea YAU] TUKWILA A at IP ‘ 2 re cons Aira 2. Sad tiie as | cee: oO if ; : a _aP THAM. sage RN Se ae Nb 4 No PLS eflaroeatall f ans ren s AA | aaa a sacau at aimee re OT oe ee nee Ba Rees oe: Oe y h abs — , ; ay r i “ (Eq Gy PAE -op LF Tea uipecagoulo We Petre exctg 9 xT et eter Ire fee. 7 Eas soe 3 : in bad oe et on =< — a ae : = eee ce @) | oO x come x x x x “ oa a | | i ? : ne ' : ANTE COUNTY j pre (Ze) , sy " : FIN. AqeaareE * iB | Tae ? " fow Ai 3 9 ees | : ! ' i aoe |20% jot : 4w AS of owen S | i ; a ts ane es wa 1% > : = , : 1 | oS , ee | - 2 }] VICINITY MAP/ SCALE 1"=2560'|= | 3 ssi K Ws AY ey iP . bag ie | | Bal i | | Pe f \ La j CEMENT | OLY | =f f APF EOL Loofion > . ; | ANT ERS 3 ee WH2 | : 4 y 7 orice © e 4 my : ee | PERO oo'ceTpace > N wie E: Bea oS A eaG y* a | | LW /a is ‘aes 4 ce : 4 4 : ous ee K KS leg Eg g ~ SH e8% Ae oe ~% | ) , = Nee fog ., vere ; E & ad | 244 | | 7 EL. SHOULDER eel st ke ave Bs : b fee: | Waliauaiaa Fence l/s steslos CACEED WCE 2 Sail depp cena ie : may, H [E at hn & 3 a ee LUNES : < We: 4 \ | ae ite SS <a ES GENE SM i as oath — eos ens ; OS wi 3 Yb. f\. mee | 4 a ) : ae c N' - = RK aes, ai vy ) ps (—* ie tog p oF) : << ‘ nat ia" UNDegageuND> UTIL ITT BASEMENT- EXT Cy BRAID lo! aeteAce t er a FH, - ' lL F 8 ae Z| ; ; QQ 4 2 Ws | 1 ‘ et 4 | Sit | ; ae ey us Q “NORTH | | : ee SCHEDULE | | : a bee . ee s COMMON, NAME | | ERECTOR O00 eee | ; ~4 | T : : | SYMBOL 1UAY BOTANICAL NAME * SIZE |COND/COMMENTS | ‘ ? l I _ Ie s hides Plat isan: CAALIER 3 i ; ' 3 Cee) ae cone mis (fF) x ‘ CAMA deuce 1 kare IicAL. peb tae BzaHer ‘ : ‘ ‘ ad eocbne | | | Ace RHEE mana re : | a =| | | Bearer Hace Zia. |e | ble BeebHes . | od | | Cwccepede peace Bre 0 'c f PY | =| INeerke Cena LIMIN. | BAB Hine 4 ; mf \. 2 s ; Ale SOP VAL WH J Le ee Biased A {NE : IZ Min. P68 FLL 5 | prey | 2 i cot eae ; 7 t 3 Behe. Zz I YeANATH , he a $ | x : Ss ke ViNé ale aie : @'MiN, BAB | 2 -aNes HIN. ‘ , 3 ae : | é . > + ee ta PEDO N! | ‘ Lact wh Toate Ore Lite 2-24" |e (Rae : | 2ete4' Re rece Hrs! wy Pe ‘l fo ETS ett " ez" leat IAL : ~O- C ire } re. A |Geque iP 3 | os ! a6, | : Soret = ener Cena wees | Z\"-24! | cont Foe | Note FO’ AL DRAINING SLOPE = 20) MIN. a yee A ee ee ate Hepes HEL !HaNie | a - anes : SOR 1 Bemer een renter d) - T Rocmen ii eck wameake 6. [ aee ee DECEIVE : setae "NOTES oe : Le halen | it — anna , : BUILDIN : res | 7 | Be Ie eNeAtion esas tit ee Wepre N aaltny conatine Et ie’ ; 7 : OPS SHALL 62 A Hay HyX- : Bra = | Hose "BAZe Muicr i ran chica ticitd eet eu Es 5 ; &- DRAINAGE PLAN A ‘ d | Fae . , . a a Ty ee - WORK ORDER: | f— 7 28 PE TOHER = a ‘a _MeHanune pele Cie | ast PR hope PX POS ae —— a ; LA de So ok a PPL rg gt < i Cate 7 Poe Poe Pr AIDE E Pk GIP I KROL fl PCL LA “ My as A AL SZ) VOLE DIALED SBS 5 hip PEA ETL LIS 2977. oe ef PLD on ph hh fofhog a aie 1 mean F SETUP CLE A, i oO ae 4 atk | ee | | | 1 ; | j | } i i | | | | 1 ' } ' f j | j } { } { [| | | | | | os {| | | | | | | | 1] | | | ie | | | MV | se i | | j | j } fa | | | | | i | | ‘toe | ia } i | } { j { { j ee i | | | | | 1 hf | | é | } j § { ] | | | | { RE V I S I O N S : \c / L o / f 2 | | 4 e aD DE S I G N E D : DR A W N : CH E C K E D : AP P R O V E D : DA T E : ADE- 290 AOPE MIN. 12 LANDacArPE AEA EDGE eo!" RE A L ES T A T E DE P A R T M E N T La n d & Fa c i l i t i e s Pl a n n i n g SECTION A-A SUBSTATION PROFILE SCALE; 1° = 10°- 0° SA-100 -87 VI C T O R I A PA R K SU B S T A T I O N CO N C E P T U A L LA N D S C A P E PL A N L1-2 WORK ORDER: | ; i NORTH ; | Creer VA TURKWILA \2 sors AN oa Rs carban ie teD S 4 i ae A FEB aHTHYS sie! oF THA. Je! — Nz io! uNbeeggodno UT, EASEMENT FT ; ye 7 N ae ey ie Stiai arg cas, hy eee | ‘ ame: Sy: ye RITE eee Tt. = | pa ek — ES + / ul oe | (AG PCE -o0 LF. Teo uNpeegtoune Wee Pet EnT- ExTe ies rae a (yee) fae ¥ : wy Bi= KING |. : L| . ¥ 2 ic . Pres ‘ & | y COUNTY ; PIN. AtarE FB. 15 fame ¥i poe } rs i Be | \Bo% |ot aw 48 wT per a S els | a , | eee 2 | ho ae | ea oti )}} Yvicinity wa he SCALE 1'=2$60'|® : : eet LANE, “y Sessa : ‘ 2 Sif exer - i WN ht = : ? \ ay | , fi , xT A N) \ = . | OMENT | en ee > tiene _ is A eat R CAL rm _ TANAPENERe- oF @F' olde pe Deel Nee I fai : + 7 ) Cocriies © 4 PHEPe popes C7 Celera Pe oe C18 at B Vacant NE | Ls | ( | | z : aa PO carl Hrs | | | . ‘ | j if Nit | | —s Q Te Te | | : ~< ~~ | ~ D 2f Nos 18 Jee | {I f wos | Stain t 5 G D E PHETRHER cus Geet : , % lui. | F eZatce ine (Veeetatee) | : ek - : | i : ! 3 ee EL SHOULDER PP ab 3 See) 1 fe +4 Bes 2 | | dcnanuine Fence 1/2 stele CACEED Mize ; Cae 4 | ha ean, zed ee 5 H 2 E [lly H pcan tt w& : 2 tals Ve be ee es . Cleese iea* pesapenco We: pRB oem: “SS mn ama eer acim a = = ae | id OE i nd el el | athe SSE ee a ' UNDEEagouN> UTILITY Bele PRT oy ~~FAID jo! Zetexce i — aa FH 7 : 7 ‘ Dg | 22! , | QQ <2 ‘SITE PLAN , | | : = 20°-0" : , — a ; on ace eee fees Beat , ADJACENT USES MA a cede et hat alge ae | d| NORTH 1* = 200" aise go betty evar rn ash | | ees tele Bi saute. Cea SCHEDULE : ramen Bee ~ COMMON NAME | Nv jer ay ‘ : ; (QUA, BOTANICAL NAME ° ! A me / i . y seri CAAL ee! | <9 | | eee) (eed soon ada, ; Zamce woreck hae r \ 2 ‘ eS Oe | | Agee edeede |BoeHaee Y : Hed re 4 . 2 | | Caecereds peceeens < 7 3 | | S Z| INeeree Come Ur s 4 “ i. oO | | : | | % : BS | Firble oiestere mm | | Deo A ae ale ga - | 2 CeotcH Ne foal ‘ Z ay = ne } : oe Ror ; 3 eee lL e'miN, | BAe | SteuNKS HIN. ¢ a : } fe Fete pipanreeteds Ore Leet Te aalomes lt Xe € z) | err f aaleotre rece! a 1 | pple serpemmceltte ema Nga | cette | 8 | | - = | a | 4 a U4 Ktehe 9 fe D alt ie - . | ie rte ioe (ero Vertes) 2-24 | cont, OCT 271097 - aq | | % = y; d 5 apes oe, ae J { : 4 | | | Note er ae akeneiete syndy OP | Min | ? | arte 8D Ge eater te Arte | ape. BUILDING/ZONING Dept 3 x B| | : : " c oe Ys a a , meee re Se “a tae NOTES 5 : aie —_———_— — | @ i 4 oe ee OMETIL IPG ATicn oer pln ve Netra N PLANTING Bees. =o: . opal SHALL BE A Hey Hé- r pe ee jl ; See es BALE MULeH ee webbing IN ALL PLANTING, BEpS . CS re ~*~. &: DRAINAGE PLAN SHE. eI Le. i] | his . , | 7 : WORK ORDER: | SA-/00-87 Ty ‘d S a A 0 u " d d V at 70 3 0 3 A ‘- N M V Y O Lt t —a a n o 1 s 3 a ‘S N O I S I A S Y ea av a Bu l u u e j d sa i z y i p i o e y 9 pu e y IN S W L Y W d 3 0 31 V 1 S 3 1W 3 Y GA N O d LA D ef NV 1 l d Ad V O S G N V ] WN L d S O N O O D NO L L V L S E N S MY V d VI H O L O I A SHEET: L1-2 WORK ORDER: i | CHANLINE Fence (Tyr) — . < + \ ee . ‘ ‘ ‘ aS aK 4 8 ae .% ~ IN ia i n ty en — te ro u KI N ee e Se e ae . —— mi c i a i e n h a e i l l Co!'_-o'l awit | i \) 3. Nw \ AW N W os ih ' es | } | | | EZ | | ' 1 { i t RT L J ; } oe gh , ¥ : % ‘ re 7 > 's _§ ca g e : fe \ em a ee y oF _ 5. . . + ee as e * Sa | . A a eh <9 Sa N e — ia : ma 5 3 XQ NI N Ia@o'-o" { | VEL EDGE 12 LANDZCAPE AEA HTT | C ADE SECTION A-A SUBSTATION PROFILE SCALE; 1° = 10’ - 0° Sh-100-87 ‘S N O I S I A S Y at s ‘Q 3 A 0 u 8 d d V ‘G 3 N O 3 S H O 2 ‘- N M V Y G i) ‘Q 3 N D I S 3 G La ‘3 i v a Bu j u u e j d sa i y i i o e y @ pu e y IN S W L Y V d 3 0 31 V i S 3 1V 3 Y GA N O d LA D ef NV i d SA d V O S O G N V T WN l d S O N O O SHEET: L1-2 WORK ORDER: — = ov \ \ WW W < aaa "| CHANUINE FeNce (YR) ee : ae Fa i ET 5A 5 SOP BEE 95 pa IN, CAS 43 % 14 Rs q{ * i fe e : pe t i ae Kh e t ea e , @ p x4 rk | ie xi 1 *J os te LN HE R E S ee e —- i‘ , AN S hi i 4 \ PB » | ee a Os 5 ac i l a n e s et ae er n X, = i nt Se e s Sa } | yy 14 i i ut G6 . I \ \3 e Se el ( ) — \ ne SY \ 43 4 “S S oF : oy me e t 7. Zo!'-o'l gala" 2% CAOPE MIN. [2 LANDZCAPE AEA 'N O L L V L S G N S MY V d VI H O L O I A SCALE: 1° = 10'- 0° SECTION A-A SUBSTATION PROFILE SA-\00 -87 r a p e — — —— sere Smee see ES ale Sallie ES enim © Gime Bite | at mee ees —_ — “cal 3 RUKH ota ea i ad ~ - :, ' te ee SE R Ba l W E E ? pce ENT | |e ALOT BXO'L-MTi&S q a ! “Teantcceceralo ree etMicnt-exty ce a pate Ean ere pre | a — cas —* * loo' FIN.Agaire £ id.5 15! LANA 8 Naas xTA ce Neg ae =i ERD ool ceTpae > N vai ZD Zac}.20 4' Ae PEE THiS! , 2 oO! cone PIPES ; (rate rire cr4r) 2s gr a 3 Sieger ibet-w- > \ kK aa ae od a Aa —— Note: FOL Pad pesinvines: LOPE © .20| Min: be . tr Bist x x “. ee mcrae UNE ‘~ \ YZ a ze or eo 43.2 oF & : RAINAGE PLAN ~ a) fhe ' t e's ; Se P) tle id , if ‘ ‘ ; % + TY % pt) ae ae as P fe ui, Si oo € i i HH: atid 6. UA ' . e 4 “ @ ? Sr ay er ae - 4. : E ‘ 7 ut bd } | te b) 1 pi Mae eee ae of «Sy 6) > ° . > : C Moshe ‘ a ViTe- IDs ose | FING COUNTY: Coal RE V i I s i o n s / 7 2 @ |C e t t Av e SE 0’ Pe . T \O L Y R | mi n d DE S I G N E D : DR A W N : VE D : C H E C K E D : A P P R O ao 1} kee scien oe ‘Ges ae sees e. i ciuees BMPS Ua Ug | Ninn e- i ww v ” of 2 n& 3) ° g . . t° ) 1 2 IN C H E S AE Ii Re eee a 4 2 ORS SORE. eae AR RT TEE 5, #0 Ste FD REBAR WOOD STAKE | | | | | | ~ | | | | | | | | | | | | 155.00! NO R T H - SO U T H BA S E L I N E N 01 ° 34 ' 5 7 " E EAST - WEST BASELINE T N 88° 25'03" W 94 . 0 0 ! | | | | | | | | | | CB#5 77LIN Fl 6" CONC PI PLUG END(TYP)—~al PH r e 10% 60 LIN FT_10"@ CONC PIPE 10% SLO moan. +6 14 LF 10'S MH #1 4s % 7 bs Rf ge je 20 ' RA I L R O A D "0.5 HIGH CONC CURB NS ee ER, ee SEP ROR See ites, ee ee. tee dee) ieee Gree, el cee ee cee. ce ee es a eee eee esis fee eeres fgiem oa. pede, Seb) cues icine | nee eedin —_ ASPHALTIC CONCRETE me = N 88° 25'03" W —*281 go (FP), 281.30 (M)-- CONC TILT-UP BLDG ba 4 2 150.00" 5.00! 3 J eons an — S 88° 25' O3"E p———281.25' (P) _281.30'(M) -- : | ar Me eA io oe ee a ee eee Beige ee Pas UTILITY EASEMENT 20' UNDERGROUND EXST 12! PIPE ee WATER EASEMENT ~ pac (S : 7 a atl — * sol a5 sel * as o +————#t + F im. ; —}}— : t ] 9 OF # Sl ot ag "is . 1 wee es £ | : ae ~ 78,50! 38.00' i oe 15. a pom eae © DRIVEWAY ||") 1D S ©, Ha TTLIN FT_6'6 CONC PIPE G 1.0% =e AS wk ren |! lad fe ba vT * CB CB #2 cet War 6"SL 8 > : a ei oO bps MH #pD iol * ve ° oO O ! NC oe ~ s . DQ fe) Ae) Bb) 1.0% > Jim 5 ; i i x << le} 7) ) = 2 % Ah = | au O © ; 2 4 af oe Ne . _ - hy é Ce ie y LJ ir oe F: = 4 é | Ol | A a _ 8 re) TYPE 2 GREAT INLET ee 9| Ce fe) on 1 WOIL STOP VALVE 1/4? SWwy VO ee RRR lean cee =| Rg ¥ | (SEE DETAIL St 2 Beamer 2 | baat af a Ae aie eee Welt Sve Wheur veh. FTje"e CONC [OY “hak: Vl Ne | SCHED 40 | SCHED, 80} Tae | fees. 4 | 32 LIN FT 6"6PERF)] = Zig | é , ee | . A ae * = PVC _ SCHED 40——~< ea. ne ra b fetch X sp | Ot = : a (TYP 2 PLACES) 300 SIs 8 * y TI¢ e oO > Pe re o rs S| 31° 2 i) 0) Tt mi) a; — x q = Oo} le : : rs es CBi# 38 c : CONC | : men | 1.0% ee Ca’. 3S cusei ee ogad ia ae cs ey! hanes ay I F ie le . iis el ee :s “x ? a a s oa Ay: Ts | ? oe ii * mi a 3 : i es Se RE lia " SS Dae " LANDSCAPING — ae 2 ig r o tiie <a eae emciae Spee kx this nwa Ciba een epee anh bs ee oe ee Mi ! Bo tb. ae S) . ee | E. ~ | ee 80 fa a eI 1 ‘ ee dan % 65.00 os iw ‘| af if bd —— s N 1° 50 ' 0 2 " E Ww fo ) 31, ey 4 4 if : ok es ad ~a e e 2 s SOF IRE : HYD nes ¥ ae ea Se i St Gathie. B. ; ae : rs mo - w Py ‘, Ba: = i. tp ae is ‘9 ‘eg 3 ma 2) . . > iy eee ie Ze ra Ce a ath Sia NS ie s oS he cigs ay. e, saat yr * Ce se t e V V 1 ; sii | l i BILL OF MATERIALS | QUANTITIES ARE ESTIMATES FOR PUGET POWER USE AND SHOULD NOT BE USED FOR PREPARATION OF BIDS ‘LINE | OTY | UN a a OWER pe pete Saga i QTY | UNIT DESCRIPTION ISTaN i ARDICODE7] REMARKS — A 1 8| EA| CATCH BASIN TYPE la DESIGN 'D! . eee: “9 1| EA] TYPE 2 GRATE INLET | ga | WITH AFL/CLARK VALVE _ 3 | 1] EA| 54" 1.D. MANHOLE WITH Le , _CONTROL ORIFICE ~ 4 1} EA] 54" 1.D. MANHOLE s | 206 | LIN | 6" CONCRETE PIPE ASTM C-14, CL 2 6 | 70] LIN | 8" CONCRETE PIPE ASTM C-14, CL 2 7 | 74] LIN | 10" CONCRETE PIPE ASTM C-14, CL 2 : FT ne ‘ A TRY ia, s | 65] LIN| 12" CORRUGATED METEL PIPE AASHTO M-36 FT ae ee eh 9 | 60] LIN] 36" CONCRETE PIPE | ASTM C-76, CL 4 eT. ? eat 10 | 35 | vo°| BACKFILL GRAVEL FOR | 312.0371 PIPE BEDDING piscae : it 1.16 | ate ve SCHED 80 PIPE 12 | 80 | ‘IN| 6" pvc SCHED 40 PERF PIPE i on 2 “MANHOLE #1 | RIM EL 18.50 SU" W/CONTROL ORIFICE | . an 10" 6 (w) IE 13.05 —-D 12" @ (E) 1E 12.85 | ae 36" 0 (ND TE 13.05 , RIM EL 18.50 i 6" @ (W) IE 15.23 8" @ (S) IE 15.06 i CB #3 : | RIM EL 18.50 : 3" 9 (N) IE 14.71 36" 6 (3 1 13. 38 8" 6 (S) IE 14.51 . o (w) 1E 15.69 4" g (W) IE 14,87 RIM EL 18.50 8" @ (N) IE 14.16 6" @ (W) IE 15.23 10" (E) 1E 13.99 RIM EL 18.50. " x i Hy fais o () * 38,80 oe eee ate ene O- 2914 D-5174 D-5176 12-18-87/ FINAL CHECK Wi MT/4-23-827 _ DATE / DESCRIPTIONWO#8 704787 Vl 12 Be HM 1-p EI] SW_23RD “See ww Zz SUBSTATION VICINITY MAP Stl PUG We 5-13-84 |\POn ZT tOS P| aT T&D ENGINEERING —| DEPARTMENT ‘| BELLEVUE, WA J WP 5-|F \\ \owe® [SCALE : Tse ae = peer 076 oe COUNTY - _KIN G D-5175 » a DRAINAGE. PLAN — RIA PARK SUBSTATION DRAWING NO FILE NO 4 4 3 CE N T I M E T E R S SPCC CONC CURB EL 19. 08 (REF ONLY) SUB-BASE FILL TRS: OR NATIVE SOIL i TAS PVC VENT PIPE (NOT SUPPLIED WITH O1L STOP VALVE) EL 19.00 Ds MINIMUM 0. 25’ fe BENTONITE|*- CLEARANCE SOLID COVER ee Tet. Bea YARD COURSE 6" PLAIN PERFORATED o PVC INLET PIPE ee oy, EL 18.08 Os a =f BENTONITE A SEAL EL 19.00 Lf 95.09 ar —- 4" PVC PIPE, SCHEDULE aes 2. 42 ’ GRATE 2" SAND PER PUGET POWER STANDARD 3112.0379 “bd GRATE INLET, TYPE 2 (WA STATE STD. PLAN B-4c) AFL/CLARK OIL STOP VALVE OSV-4 INLET WITH. Ofb STOP VAEVE eos WF TTS ly ne 19.00 VESTA TO S77 EL 16.34 ae 1 IN C H E S Past. 60 LF 36"CONC PIPE RETENTION 410 CF STORAGE 2 Be. LE. 15.69 IE. 13.34 SLOPE News q. 14.45 wm 05% ais WM y TO STORM MANHOLE IE. 12.85 LE. 13.05=— | 54" CONC MH EL 9.00 —~_ || LE. +——-— SEE DETAILS CONTROL. ORIFICE MANHOLE THIS SH SECTION A-A RETENTION SYSTEM SCALE: HOR:/'=5' st en LESSEE AS ET SRT ae ad} #- PRECAST 54" 6 CONC MH f EL 100 SUPPORT BAR (SEE DETAIL) SEE SUPPOR BAR DETAIL Od ter pees ee Ss ea We SES Sipe bn e's Bh se N Pe k sg Ot gay SOR SR Re eR ENR Lo NOTE: CORRUGATED METAL. PIPE AND COUPLING BAND MUST BE MADE OF SAME METAL. SECURE END OF SUPPORT BAR TO CATCH BASIN WALL WITH DIA EXPANSION ANCHORS (TYP 2 PLACES) BOLT SUPPORT BAR BETWEEN FLANGES OF COUPLING BAND 2 PIECE CMP COUPLING BAND le. CMe Og Tee ea SUPPORT BAR, GALV, BEND & DRILL TO FIT, TOUCH UP WITH ZINC RICH PRIMER SUPPORT BAR DETAIL LOCKING LID POSITIONED OVER STEPS CAST IRON FRAME (CAST IN TOP SLAB) & SOLID ROUND LOCKING LIDCOLYMPIA MANHOLE FOUNDARY #5943 WS-L OR EQUAL) MSITSM r. N (oe) PRECAST 54" CONC MANHOLE ASTM C-478 RUBBER GASKET JOINTS ASTM C-443 —4> Ov vEsi2.65 12" CMP 1g' d ORIFICE IN BOTTOM. _~ ie PLATE O25 yi <a GRATE LID CAST IN TOP SLAB Fa EL 19.00 \ CUES MIN CLEAR EACH SIDE TOP COURSE r— BASE COURSE / : < rH 0 ; ra ( l/ 1/2 PIPE D!AMETER Mit 7 TYP FGAL PE BED LNG BACKF ILI. COMPACTED EN: 6° LAE TS CONCRETE DRAIN PIPE GRAVEL BACKFILL FOR PIPE BEDDING COMPACT SUBBASE OR NATIVE SOIL DETAIL 36" RETENTION PIPE DL a re) oR, CO hae a &S lon oO ao: 11 " YA R D P de f SUBBASE? 6" PLAIN PERF PVC PIPE SCH. 40 BENTONITE SEAL Oey ae mee YARD OR TOP COURSE TAPER TOP OR CHAIN MIN 200 | YARD COURSE WELDED TO MET & CLEANOUT GA WHEN GATE IS DO CLEAN WELDS WITH ZINC PRI -— WATERTIGHT CLEANOUT SHEET METAL SLIDING GATE MIN 8 GAUGE LE. 73.05 = ieee Pir Ww gles AN AAV/AT CATGM SRS IN, AYRE * =, 5 eee la, DESIGN D (WA STATE PEAN “Bel'a) ONC PIPE NTION BASIN E CAST IRON FRAME & GRATE C FDRY NO. 5435 OR EQUAL) TE STD PLAN B-2a) OUTLET PIPE i. 55" NOTE: ALL METAL PARTS & SURFACES SHALL BE MADE OF GALVANIZED STEEL CASPHALT COATED, TREATED | OR BETTER) OR ALUMINUM. - CONTROL. ORIFICE —~ MANHOLE DETAIL [CH BASIN, RYBACAL F 1a, DESIGN D STANDARD GAL\ STEPS OR LADD PRINTED JAN 26 1988 PUGET POWER [ 200, 107] DRN: VICDRNSH2. DET DATE / DESCRIP TIONWO#8 704787 12-10-87/FINAL CHECK WY S12 - Sty me he 5 13-S7e (K |-30 HY AGE SECTIONS & DETAILS |\CTORIA PARK SUBSTATION Tw. 5-12-82 T&D ENGINEERING DRAWING NO en DEPARTMENT |D-5]| 75 2 BELLEVUE, WA beqee> os COUNTY SEQNO FILE NO y| TURNER/MAY 11, 82 Ky + 71h - 18-81 KING ee a =a La, See FND "X" IN OUTSIDE RAIL TIE PLATE. N. 0.00!, E. 0.08! | | | | | | | | ue ime | | a ees EAST-WEST BASELINE N 88° 25' 03" W 2.00' ( 15.00 2.00! FOUND REBAR Weap LS #7589 N 0,00', W 0.12! eh 1 oi arith 19.00}__* Li 2 aS LJ Y <x Ow TR EW 5S oe or he + 7 je rs O é ae ane A |-EXST RR RAILS 2 =e 155.00' j ae sas : e PROPOSED EASEMENT TO 150.00' 5.00' P CONSOLIDATED FREIGHT WAYS ‘ital : N 10' OF THE W 90). pe. Saks oe : ep “sa < teenie.’ tee ' «+ . legge et ah ae ee S88? 25". Ose ~— ~ Pel PoP). 2e8, 304M) - ~ ae re ae a Pe Se eae Fe Oe Rl ae cee ool 20! UNDERGROUND _ EXST 12" PIPE. sae es Fe on 2:1 SLOPE (TYP) ey oe ee ie he ee 3 { 2 > - “ a 3 4 2 CE N T I M E T E R S 1 IN C H E S ee i ee pA N1 2 SO ! O2 5 94 . 0 0 ! rd FOUND REBAR & CAP e HARSTAD LS #13 N 0.62', W 0.06 a lg oe} [= = \< a lo N | } pe CB RIM Becin [o)) c oe 3 a 18.50 ce) S a 4 Q SPCC AREA © 19.00 ] i ; abl a a Beers Hires * 2 a a ae ES oo d ” kO e oe xX ol 2 MO a ° cave a4 \\ \ EX S T , CO N C , DR I V E W A Y > 17/ 7 , ,- ~ $1 7 0 . 0 0 ' ( P ) | “~0,5'HIGH CONC CURB “~ N 88° ~\ —|- 25'03" W —- 281.25'(P), 281.30 (M)-- = ~ Ce tt ee ee es ce i eg Be I ig” Ra a a as a ST Ban ee -BETE _ < | i ASPHALTIC CONCRETE Sy a \ “ 16 = Lif e CONC TILT-UP BLDG ° \ a Pe ea s ae —ANDSCAPING. >| 1 PR GATES -20' WIDE (TYP OF 2, SEE DETAIL) 65.00' te CHAIN LINK FENCE (SEE, DETAIL. SH: 2.) TC / P C a baa se oo LIN FT CONC >LACE Wv30 LIN FT - DRIVEWAY ENTRANCE / OF RENTON STD BILL OF MATERIALS QUANTITIES ARE ESTIMATES FOR PUGET POWER USE AND SHOULD NOT BE USED FOR PREPARATION OF BIDS QTY [UNIT DESCRIPTION STANBARD CSRE REMARKS 3600| $5 |AGGREGATE FOR BASE COURSE | 3112.0361 hig pe oie oe 500] EIN TCHAIN LINK FENCE 3112.0211 3 | 2 | PR }10' CHAIN LINK GATES 312.0211 4 |430] $8 |ASPHALT PAVING 3114.0347 CLASS "Bp" 5 eet Ce eee eee 31120363 Od VOL Utey cmt ee 3112 .0365 LEGEND INDICATES TOP OF FINISHED GRADE ELEVATION *———*— CHAIN LINK FENCE, 7' HIGH O CATCH BASIN (REF ONLY) NOTES: 1. DRIVEWAYS WILL ei “@ Fs Ssh ss Ler os BE GRADED WHEN THE PRELOAD IS REMOVED, Me Fe ey? 3-82] masa AY! -|2-B7 KING REFERENCE DRAWINGS O-2914 ‘SITEN VC SPECIFICATIONS D-5187 . D-5175 D-5183 D-5176 RENTON~ / 4 SW_ 23RD Sr SW 27TH ST PRINTED JAN 26 1988 : SW_ 34TH | sz PUGET POWER VICINITY MAP DATE / DESCRIPTION WO #8704787 3 TTA Rata GRADING & FENCING VICTORIA PARK SUBSTATION mB | T&D ENGINEERING] DRAWING No igtibers DEPARTMENT D-5174 2 Me 5-13-34 FE (-30 28 BELLEVUE, WA __fsaeey—7 oF 2 JW. P 5-1 SA Ade n\n scace: 1" COUNTY SEQ NO FILE NO MT/4-2 hs) ahs oc ( 3 4 CE N T I M E T E R S 1 1 IN C H E S 5 - 1 ° ; | | GATE ror), ee ai if 5 : EAST-WEST BASELINE Reratatatatetet | OOS a, GATE adios SONOS NSN FE stor N 88° 25'03"W OO SOFT IS SST POSSESS ORS CoH [POVooorores SRR [ISSR CXR XOOD SRA aX XX X >, 8 GATE 2 SMPTE POON FE catcy © | 1 SKN | I Bososseoee ei QDR DSA HIRO QOD ro bs LE GATE LATCH DETAIL PSS S ML UPS SSG DRIVEWAY (OPEN POSITION) SORRY RRRRRRNR ” 115.00! 2. 00’ 10. 00" 10. 00" 2.00! SMT POSSI * ScuLbeR | “oe ETE | SHOULDER <a\ meee || EXSSKK ASPHALT CONCRETE : il 74.00 arco. 7_-—cHain Link Fence [2S 4,5» top PAVING 4,5" TOP SOS SI fee ate SATE \ ate es ae TOP COURSE CLEP (73. asa pana F 00! 500! oY SL : CENTER LOCKING BAR co =| fi “GATE STOP * soo, |, sooo 248 a 250, 2000 ff 2 Sure al ® CANDLE, SHALL BE. 1-6 Sra | 2 inane Bae ANIA 27357(0) -| TO 2 “0 ABOVE GRADE N, SET IN CONCRETE 24 .00' AZO OO PSA om: 0-252 2 a ~ WITH STOPS WHICH WILL HOLD pan nid ——— i t EN. ie O0F5SOSNI 4 of IT IN EITHER THE LOCKED INK = f is Spe POSITION OR LIFTED POSITION.) EXTENSION ARMS W1TH e P COMPACTED SUBASE ) i ae —s x (’e) [ yw . 22.00! | = Cocca: oo yi x ASPHALT CONCRETE SURFACED DRIVEWAY = eT #3" YARD SPCC AREA Wit | 3"YARD | } DETAIL PSS STMT ON dar gheal tic N re COURSE YARD COURSE & COURSE GRA =| 5 0.00! 2 ‘| ; DE mt 3 ee | ae oo / or Saas a al STAPLE FABRIC TO WOOD .| eo ye in / >: age CURB AT 12" 0.C. CURB ee Do \ REVERSIBLE CAST IRON FRAME & GRATE TREATED SEE DET.a -D Ps aay a i 8 so ech = ran ee Rg hy =o he EQUAL) FIR PLANK eee a an 18.00! at ! ee Pe oe - ROLLED SHEET STEEL rere pia: 9 Se — a S 2’ -0° 2’ -0° GALVAN| ZED-FASTEN es "Fa? i“ hg = nine WITH% ea LAG SCREW. i ek JOM a a if: a a5 s Be % TAPER TOP OR YARD COURSE” WOOD CURB ce es a 2.670, BASE COURSE m YARD COURSE Age. Ce ie ee 16.00! © OO». fz ope; fa al 3 ee : Egress ke “Footing “piel * 2 0% 06805209:0'e ae ae. esi cainam CHAIN LINK FENCE ee STSeayaeaivepenm OO Bt WET SEM AMET ey ST ee GROUND PROFILE DETAIL m) — Ss _ THE BENTONITE SEAL AND CB RIM DETAIL SPCC CURB UNDERLAYING SAND BLANKET ss SEE D-5183 SHALL BE SLOPED UP TO MEET ee ON. a A CONCRETE CURB AND FOUNDATIONS ee ror. anes STATION a ee oe oe CONCRETE FOUNDATION YARD COURSE INSIDE CURB AREA 24.00! 2.00": 20.00! 18.00! 16 .OO! 14,00! 12.00! 10.00! 8.00! 3 1G COURSE ee mars 155.00! 60.0'+ VARIES ai APPROX 45 Mog 27.50! a 43.50! 79.00! ee \ /-5,.00) p< > ¢ yy x x i a7 CHAIN LINK FENCE Q x * < fe) | ag x k ‘3 uJ (TYP) mT x ¥ # L 7 SPCC AREA 11" ss : 3" YARD COURSE YARD COURSE & 3" YARD eS BENTONITE SEAL q 19.00) iss + a oy Tiree TEED EGON ree | aso pal | SLs | Sa 1 ' 32 8%s. NI [| ee 14 : lI 00. APPROX Ede : i -EL 15.66 ‘oe: BASE COURSE y : O°?5 CRs. as CO Oo: = — 0 2 0 0 = 5 Gg 0 eee Be a GROUND PROFILE STORM DRAIN SEX TION 3 sb EST 6,504 ie -HORIZ: 1"'=20! SEE ERT = HD COMPACTED BASE COURSE » pass BENTONITE_ a SEAL a ae ae © 8 e Pir ical DETAIL 2° UOFG RELL GRADED SAND PER PUGET POWER STD SPEC S9Ve. 0S73 | SEE FOUNDATION PLAN INSIDE SPCC CURB AREA DETAIL -B - STATION FENCE ‘lee ¢ DRIVEWAY siOuLDeR 10. 00’ ae 10. 00’ | YARD WOOD CURB TOP COURSE COURSE couse aie Sor a BASE COURSE OR Eo: <2\ wes NATIVE SOIL BASE COURSE ee PRINTED STATION DRIVEWAY ‘nie ean ) [ GRAD] VICGRA. DET - ee GRADING & FENCING SECTIONS &»# DETAILS VICTORIA PARK SUBSTATION WA_!- 20 -y T&D ENGINEERING DRAWING NO REV NO DEPARTMENT D- 5474 2 KB .S13-8 wh 4 (20 68. BELLEVUE, WA _[epert a or 2 Wf? ‘J \a \\\not® COUNTY SEQ NO FILE NO AMT /4-28-82 [%17/12- 12-87 KING ale a Z 3 " = at a od Si Ms PRE Oe a, Cc Lee es Oe Sao eee ts £ E 15 K V LO A D BR E A K SW I T C H ST R U C T U R E FO U N D A T I O N NE U T R A L RE A C T O R ST A N D FO U N D A T I O N E TR A N S F O R M E R FO U N D A T ! O N 10. 00’ 14. 00’ bE 1 15 K V TR A N S R U P T E R ST A N D FO U N D A T ! O N 6. 00’ h ¥ 70 . 00 ’ ee e Ce - | | | 2 ~ 4 CE N T IM E T E R S w | fa — = i 11 5 K V BU S SU P P O R T 12 . 50 ’ at 12 . 00 ’ 21 . 00 ’ —_ Pa 12 . 00 ’ 12 . 50 ’ 43.50’ } | | #4 BAR CTYP Gigs SEE NOTE 2 BILL OF MATERIALS. | TL PUGET POWER | STANDARD [ CODE bie | 4.2 CY | CONCRETE yomphie, 2 300 |LBS| REINFORCING STEEL (INCL LAPS) 13112.0335]96051]ASTM AGIS| : 20’ LENGTHS] LINE JQUAN! TY[UNIT DESCRIPTION COMMENTS =~ igs b CL E A R 1. OW " (T Y P ) TYPICAL CROSS SECTION _ - PUGET POWER STANDARDS 312.0343 CONCRETE, STRUCTURAL 3114.0343 CONCRETE, !NSTALLATION bee 3112.0335 RE ING STEEL DEFORNED BARS a.’ 3114.0335 REINFORCING STEEL DEFORMED BAR INSTALLATION a a NOTES! pe |. SEE STATION FOUNDATION PLAN, D-5176, FOR LOCATION, ORIENTATION Te AND ELEVATION, = aoe oe 2. REINFORCING SHALL BE CONTINUOUS THE FULL LENGTH OF THE CURB. MINIMUM LAP BETWEEN INDIVIDUAL BARS SHALL BE 18". me PRINTED JAN 26 1988 - PUGET POWER : ORIGINAL MUST BE CHANGED! ON GRAPHICS SYSTEM ONLY REVISION DESCRIPTIONs [WO NOt 8704787 FINAL CHECK | SPCC CURB PLAN RATE ACT OTT CTORIA PARK SUBSTATION r ¥ ‘4 3 : sik mG : ‘ uM iu 3 DESIGNER | , prez Ca ias ee Sw SO/ cate prt gencths. ening DEPARTMENT D cat 5 | 8 5 | CIVIL [A Sesh 11201 | KG Te _[SHEET [OF ms : Ms | 3 eo ‘ee : SCALE: IE @GET J CLASS) GENERAL —_| MICROF ILNeDs ad de ee Mile is S ike : Bi 8 aA, “ Gee eas | en ete he tae " LOG OUT i : x 2 ; De a SOR ne é ay Ye ra ADD NC he 4 2 ‘UBS: " 1 ’ x ey pues be : < fos — saboca wie Fig he ey CaS die ee See WP oe oe erie Seta lS Bae Sn eee bf Pe TUKWILA ‘BAG PCE -90 We ta So (hee eerie ExT “aati aig rr (2 iG A TUE OES | ~< x ar —~ loo! Fil.qeave 419.45 I msecient pe LA ee PAUL ITiEe “I CHANLINE Fence 1/2 steals eatgep Mize ws * —t % ge er — ET ES SE : Nome PRE (HI) ee ee ee oe Fisaciee Moree, ‘ Eyres He Ni as ace04' Re rece Hy! Agi its age rr (eve! VET) ISP Loe UYU NicHNNice ne tb te] uh be hep Hep rie 2 Re series NAL PLANT nk See aah ke pik, seat rs ie Tee AINAGE PLAN | 5 4 5S rea 1 fi H i J e | l | | | | GATE STOP ~—s » 5 UI a IN c ; 2— GATE EAST-WEST BASELINE ||| he i! € stop N 88° 25'03"W ( Q ia ws WH IK 2B : GATE - t LatcH ? E- ° —e GATE LATCH DETAIL ree 7 € DRIVEWAY (OPEN POSITION) 1 io 115.00! 2.00’ 10. 00’ 10. 00’ 2.00’ | -- = SE 7. — ad a _— — >t > > SHOULDER ASPHALT CONCRETE | SHOULDER GATE 74.00! 41.00! / -—— CHAIN LINK FENCE [” PAVING - XXXXXRX inf E STOP \ A TOP COURSE eR. eo aa ' . | ‘ CENTER LOCKING BAR baed : 00,1 |, 20.00 24 10.00 sits — — ; LOCKED POSITION g/L cevreg cave sor, TBRIVEWAY [DRIVEWAY | = . See aa ou SmipE MALLEABLE IRON, SET IN CONCRETE | rare AND SHALL BE FITTED 24.00) | SIS WITH STOPS WHICH WILL HOLD _ re NY L | t TI YE7/e IT IN EITHER THE LOCKED “1 | | f woe BASE COURSE POSITION OR LIFTED POSITION. ) BARBED Wan ARMS WITH COMPACTED SUBASE F ATTACHED | x x e200" | | | | ! ASPHALT CONCRETE SURFACED DRIVEWAY ~ | | Bese Tense WIRE | | | FINISHED FENCE POST——> | * 3!" YARD SPCC AREA M11" 3'YARD | | DETAIL OOOO . STATION - COURSE YARD COURSE & COURSE | ara GRADE dB] Ow 20.00) BENTONITE SEAL 3'' TOP COURSE | =H cc «TOP | rtp STAPLE FABRIC TO WOOD rl <5 PoupsE 19.00 AY 2" YX BF CURB AT 12" O.C. CURB a 5- y REVERSIBLE CAST IRON FRAME & GRATE TREATED SEE DET.a -D apae fae —t : ay - (OLYMPIC FORY NO. 5435 OR EQUAL) FIR PLANK SECURE TO POST WITH oe fie (WA STATE STD PLAN B-2a) 14 GAUGE COM HOT FINISHED \ ot N \y ROLLED SHEET STEEL STATION 18.00! at 0 Oo 75 0 ue -* 2' -o* 2’ -0° GALVAN!IZED-FASTEN GRADE iN :. ae 3° YARD OR WITH%* X I" LAG SCREW. Y uj be 5 TOP COURSE TAPER TOP OR pelelt 2 eT A Auer i YARD COURSE” _— eee WOOD CURB | fe A 220. BASE COURSE m VARD COURSE (NO SCALE) ot pia OL EO] 5 AT Somme \ 1 16.00" _ g “DBs ro" OF tae | wee pO. | BASE COURSE il le _. 020% O8O,00905: + ee _ Z ee _ ——a CHA | N L | NK FENCE an 2 STE Nava EN UC HULA, ate! _| ESE eel saan GROUND PROFILE DETAIL a -— 16.00" THE BENTONITE SEAL AND CB RIM_DETAIL SPCC CURB UNDERLAYING SAND BLANKET - SEE D-5183 SHALL BE SLOPED UP TO MEET at A A CONCRETE CURB AND FOUNDATIONS — IZ: = —— AT ALL SIDES AS SHOWN SCALE: | Veet | CONCRETE FOUNDATION VERT: 1"=2 vueo conece : INSIDE CURB AREA SE 7 SEE FOUNDATION PLAN NORTH - SOUTH BASELINE | N 01° 34'57"E Ee : ee | | [ee Sot «| CBO i cs om 60.0'+ VARIES PPRO ee . Ser | big MAR hae eae ake O'+ A X 45) | Se eee 7 ts. | ee 2 GO aS, : ie ae cain aaa 155,00" . is er we a ROX 49° oe SRB ec] ® pus ot oe f al Pilea ste fe : on COMPACTED OSG a a: a YARD COURSE tee ext BENTONITE_ o is 79.00! \ /-5,00' BASE COURSE aes i, gg —s- 4 SEAL INSIDE CONCRETE y ae 2 xX Log. ae a SF ae ae . i | eV ee iis Be ee a: | | LENTEON ENON, ome ht ee ST CLO SAN SANS 24.00! | | t | 6" ~~ —* / 6 COMPACTED 4 CHAIN LINK FENCE 4 < —* be “s a BASE COURSE \ t 5) | Oo | COMPACTED _ — | . SUBBASE 2" OF WELL 22.00! k ; | GRADED SAND PER | 4 PUGET POWER STD -: SPEC 3112. 0379 ” x CB RIM x | a) < | SPCC AREA 11" 85a 3" YARD | _ * 20.00! Sh YARD COURSE SENTONITE SEAL | \ COURSET f g of 3" TOP 7119.00) | 19.00) 3" TOP uw TYPICAL DETAIL INSIDE SPCC CURB AREA _ “ COURSE ‘ y | COURSE y ne is ym, - so ; yy uz 38e K. 50. S 8 eo " UAE nan 101007 | . 5— 18.00! stain. tl [| VOW -B OO os [1 PLUTLDING/ZONIN G DEPT 520 \ i | __ VILDING/ZONING DEP i ° nO. \ _ APPROX 6 STA H!GH "O01 -EL 15.66 fe STATION FENCE | me: \ Base COURSE =——— | € DRIVEWAY 16.00" 0°50; / = 10. 00’ 10. 00 oe Fo.” es pie _ OLB A SEO - Me . ee O27, a ce 7 WOOD CURB TOP COURSE COURSE \ z = S//)= sy por\\* 14.00) GROUND PROFILE > aa ~ aUReE -- \_- — Sey Sab: BASE COURSE z XS. pe A _ r _ <3 7/7 NV WW TWIT : compacten / NATIVE SOIL BASE COURSE - ; SUBBASE OR SUBASE FILL 12.00 OR NATIVE PRINTED SOIL ; STATION DRIVEWAY NOV 18 1987 10.00' TYPICAL DETAIL PUGET POWER [ GRAD] VICGRA. DET A an 8.00! _ DATE / DESCRIPTION WO# 8704787 GRADING & FENCING ———— STORM DRAIN SECTIONS & DETAILS VICTORIA PARK SUBSTATION SECTION B ~ B EST 0.90% REV NO — Ms : T & D ENGINEERING hari alii SCALE: HORIZ: 1"=20! TICON POGET |"* D- 5174 VERT: 1"'= 2! CO DEPARTMENT = Fh, 49 POWER? | sevevue.wa bees ore IGNER || Wdz_ sWove UT scace : NOTED COUNTY SEQ NO FUSE IN WN BY] MT /4-28-82 |) 710-19 27] v08 No: 0768791 KING — | 4 | | | T T T T T 1 - Kok wrcusence 8 | 7 | 6 | 5 * 4 | 3 | a | SA100 87] * 1 ————————_—_ ro ae Hie OP 1 phils Bg Mii.) ae ot qorg be dil SS eee A MSS ORE We", ke, ‘ees —,— 7 i vid ne 5 3- 4 2 CE N T I M E T E R S w I 0 2 IN C H E S PU T T T TT T TT T er r y 0 ” 109447 | | 3 5 I | BILL OF MATERIALS LINE /QUANITY[UNIT DESCRIPTION PUGET POWER J) coMMEN; A ee STANDARD | CODE | a Pere, CY | CONCRETE 3112.0345 - --$--- - 2 300 LBS | REINFORCING STEEL ( INCL LAPS) {3112. 0335/90 co co au ae mlz ao\|z = mlZ ll a ha poe © a be — |b O}k b- Ou | f =/< <j < < Di < { i ele 3 B12 E15 18 3 2/2 Oe 5\8 til >|Z eae ele @ 5) StS 0 i = Om WY “al 7 | E | | 95507 10. 00’ 10. 00° | 14. 00’ 6. 00’ “ <2 sie (NRE na | eee —EEEEEeeeeeeaaeleee==. I a co I | | (TYP OF 2) A | | | SEE NOTE 200 | | . = | nm | “© | my | “| | Pep eee ee, : : - .| lL.) bora eteaaaa | | ai | = °| | qT | | | 3 | & | ais ees SIS cee | a ha ahem | pon | TT Te eee neil a + - | ~ | Fe | | = i | f Foe SSH pets | | +1 +— | | ; ff | | | | | | ® | ! | : S==2=2==——3 , | ~—— Y | | Loo te ete | | ai | | | a } _ i — apenieanimnpanisn weeps | | betes: POS SSPSSees | : | pene | -| 4 ee fs fb : | ! c | SECTION A - A teak niet | | | TYPICAL CROSS SECTION | | : | | THE WORK SHOWN ON THIS DRAWING SHALL s) ce | 8 - | | | Oo |} : S | ! =| BE IN ACCORDANCE WITH THE FOLLOWINGs | | 7) | | | | | ! 3 sn nian > PUGET POWER STANDARDS { { ve) \ | — | 3112.0343 CONCRETE, STRUCTURAL | rn — ¥ 3114. 0343 CONCRETE, !NSTALLATION ee | t 112.0335 REINFORCING STEEL DEFORNED BARS a : ! | 3114.0335 REINFORCING STEEL DEFORMED BAR INSTALLATION ———— 4+ | . = ee | | R | | | | a A A FS SSEPSSSI | | ~ | | ! | ! ! , | i } | eet oe ertaciol ie fe | NOTESs bor trprrrrs a a | + | is SEE STATION FOUNDATION PLAN, D-5176, FOR LOCATION, ORIENTATION | najemsianabeoteends sansfeonieienter | | AND ELEVATION. ! T | | rs posts . | 2. REINFORCING SHALL BE CONTINUOUS THE FULL LENGTH OF THE CURB. | ° MINIMUM LAP BETWEEN INDIVIDUAL BARS SHALL BE 18". N , on (~ ~ 2 4 _ ~ = i ) ! nen 1 e108? ‘mee -- DECLSNOE PRINTED | RULDING/ZONING DER! | NOV 131987 ° 43. 50° ‘ ——. PUGET POWER ORIGINAL MUST BE CHANGED! ON GRAPHICS SYSTEM -ONLY | REVISION DESCRIPTION: [WO NOs 8704787 ORIGINAL !SSUE SPCC CURB PLAN APPROVAL DATE (M, 0D, Y) SRAWN BY Dan NOV, 4 87 VICTORIA PARK SUBSTATION CADD/ DRAFT Lf 42 Zon 1/7/2797 DRAWING NO REV NO ENGINEERING DESIGNER VK K _ ff - PUGET DEPARTMENT D-5183 O CIVIL Ye Sb ep hy fe A ikea POMWES? SHEET. | OF _ | / / SCALEs 1|* =6FT CLasss GENERAL MICROF | LMEDs FILE NO LOG OUT Me Aetna t ML ted CADD NOs [ 200, 102] SUBS: VICSPCC. DET T r ; | | é T ry ) ) 3 | ae 7 6 fs) Vv 4 3 é | 1 ° ! | l ! ! | | BILE OF MATERIALS QUANTITIES ARE ESTIMATES FOR PUGET POWER USE uJ AND SHOULD NOT BE USED FOR PREPARATION OF BIDS é LINE | QTY | UNIT DESCRIPTION STH RE EB E REMARKS ul) 1 | 8] EA! CATCH BASIN TYPE 1a DESIGN 'D! Su 2 1] EA}! TYPE 2 GRATE INLET pig WITH AFL/CLARK VALVE Ex a 310 3 1] EA} 54" 1.D, MANHOLE WITH Le or i” CONTROL ORIFICE on cN” yw | 1, EA} 54" 1.D. MANHOLE 0 r5 > 5 | 206} LIN | 6" CONCRETE PIPE ASTM C-14, CL 2 E> | fr or | 6 70 | LIN | 8" CONCRETE PIPE ASTM C-14, CL 2 > ; | FT ud 7 | 74 | LIN | 10" CONCRETE PIPE ASTM C-14, CL 2 wu! FT |. uy 8 65 | LIN | 12" CORRUGATED METEL PIPE AASHTO M-36 | | re FT _ | o. 9 60 | LIN | 36" CONCRETE PIPE ASTM C-76, CL 4 | | FT | sD | - 3 | * | 10 35 | YD- | BACKFILL GRAVEL FOR 3112.0371 PIPE BEDDING | 155.00 I | Ii 2s if ee eee 8 | | ee is . | 150,.00° $.00' y) | | fy: | | | ji i . |/ | | 5 t. | 4 6 hie | | | —] power WM --[as.icpeb f " eae SORE CB #1 MANHOLE #1 ED REBAR 4 oe | S$ 68° 25' 03" E == 98). PO (P) 2aLa0' (Mi) =— ~ = Ty I+ ae yn so—p 21M EL 18.50 54" W/CONTROL ORIFICE / | i is oe SL — ‘SO.8B YP) -- 5 8 Tah ri 5" (E) IE 16.00 TOP EL 19.00 o4 | ; a as UTILITY EASEMENT iP | 10" @ (W) IE 13.05 =D | ~---|.--------4------- - ee ns Ae Py é | | 12" 9 (E) IE 12.85 a ——— O- —W— | 36" @ (N) IE 13.05 | wooo 20! UNDERGROUND EST 12" PIPE. — : “TBM. ly a). | "8 AO AKE WATER EASEMENT : ay a ae 21M EL 18.50 | | _ a eG 3" 9 (W) IE 15.23 x K— | — — = rr ed pone , 3" 1€ 15. ! yr —-—- —-— ie I 1 - %2 | 9 (S) IE 15.06 J) b _: F<) cB 43 MANHOLE #2 | g * a3 as ‘3 * = +4 * rs x at as x sas = Si ' sO}e. ~ 21M EL 18.50 TOP EL 19.00 | ; = ‘ Or!” 5. 3" 9 (N) IE 14.71 36" @ (S) IE 13.34 E . ae ee 3" 9 (S) 1E 14.51 6" @ (W) IE 15.69 | f 78,50" 4g 38.00) wie 23.00" 300]115.00 0 7 7 AE "DRIVEWAY SIT” | | me ent Te Wer y = | # ~ fo)) | WG ; fe) | | A . arte) | j 7B 44 MANHOLE # — ~ ro} 7 Q10% | | — be © a fe. 7B 44 3 (EXISTING) | Ss °. oe SE PIPE @ 10% == ones ) _— \ \¢ ~ DP A ge _ || zIM EL 18.50 RIM 15.06 (EXISTING) | = t cB Hy | = ———= ft | CBe Tar 6be Ngo a se | 3" 9 (N) IE 14.16 32" B (N) IE 6.05 (EXIST) o O| OF 429 LF 6'o PERF | Ol& TOCONT @ Ph ~ |. pee. | | | 5" 9 (W) TE 15.23 36" @ (E) IE 7.50 (EXIST) | Q O| m'/ PVC SCHED 40 | Z|0 2) 10% > 14 fe) Ml | | 0" (E) IE 13.99 24" g (S) IE 6.69 (EXIST) A t ° PLUG Ola fe} ee Se || - | || | 12" 8 (W) IE 12.20 l = | END(TYP) xe oO 7 6) © oe Li 1 | -B 4s EAST-WEST BASELINES on en " t+-— : Pai —-—-—} tu --—— 4 pt yt IM EL 18.50 ° ' " - = | fo oA! i | 3" @ (E) IE 16.00 N 88° 25' 03" W 8 fo) TYPE 2 GREAT INLET JO! | t a | | r | dl - lane | tl oO 0 WOIL STOP VALVE { us | O all Pp * Chk | ahi | i x o (SEE DETAIL SH 2) Ole Z| —sh | aan | | ar oer | a I PERE CPE epee SPECIE SLOPE T™ —IE(36")113.20 SNR § ss ie yt | rie OWL. 13539 a | R15 PIPE @]1% ie ") 113. VAULTS Ou}! Ps ae | fa C> i , x | SCHED 40 | SCHED 86] ene PPE Oe eee. aa ae CTvP) © g im || o" 9 (E) IE 13.19 ig | = 8 | V]O * © Q >| | af cB #7 N a 32 LIN FT 6" PERF ZH | 3 40 x RIM EL 18.50 Oo 2 x 5 PVC_SCHED 40 fo) i a obaas & o so | 9 “e “s i iS m (TYP 2 PLACES) , |iz00: 28 rs} : ac n ot Sie li ie ae ane | oO © Th Bo be m z | | a) ia ”) — : Ys o— ra) | 7 i ae 3 d| 24LF 6" PERF Wi cpitel ¢ fe} e | | LJ 1 | re ei ERR Ge et tere ce i sie akg Sek ao C PIPE _YAJ4 LE IO MH #1 p | | eC | ’ , 12) | x | (af) Ge) ba 60 LIN FT es CONG SS, | Oe er | | Ww H | ee | pis 77LIN PT 6S CONC PIPE @ 10% = ame @ 1.0% SLO ion at— W ps aes eta | REFERENCE DRAWINGS | ] i | ‘ ‘ | | 4 / , : L"e 2 | 7 _ ; * ASPH CONC - 200X011, 0° ‘| ot - | | | "PAVEMENT © DRIVEWeS Ts | ! ‘ . :: | . O- 2914 SITE WORK SPECIFICATION p — dé. +6. >. vi v7 é wi nN “ ro v7 ivi a4 S| | * * . * * . " = * * * * * or ne ego — —| — 2h D-5174 GRADING & FENCING PLAN RINTED —,. | YY 7 0 | " | Y Y Y Y Y Y Y iw, : D-5176 FOUNDATION PLAN NOV 13 1987 |= ie as _ / OO —— _ ° | — fa) | eee as — I | Ey Ne ———— {oo J | | PUGET POWER EF ca | -—~-]- | S0.5'HIGH CONC cuRB N 88° 25'03"W —- 281.25'(P), 281.30 (M)-— SS LANDECAPING — 7, | | | a = —eeaeSe0 ewan -_ E (rr uh a | uz ° G A ; I | | uy 4 ASPHALTIC CONCRETE i { |! | | | Eo“ B < | | | oe | —B = c CONC TILT-UP BLDG wy 2 | | of RENTON | - — 65.00 a Hi | | yoog |p | | | | i | pp — N J. | | ’ ¢ | | | | \ ~ | | ; | | A ra nw oe! -w7 — Ww i “5 z a = SUBSTATION $ 3 b ” <x WW 310) VICINITY MAP Aq 31 _ REV NO DATE / DESCRIPTION WO #8 704787 [10-19 S77UPDATE FOR 1987 CONDITIONS . DRAINAGE PLAN ORIG APPVL JREVISION APFVL 707 a VICTORIA PARK SUBSTATION C'V/STRL. “Yt Se vA % - Lit if Avge 4 f T D ENGINEERING DRAWING NO REV NO INS T/CONT DEPARTMENT 1 DFIG/GROH| f1< 5-17 -32BY ec ee? POWEF BELLEVUE, WA [sneer 1 of 2 DESIGNER q | Aj, iz &-|]- aed Vy Sov dt SCALE: NONE COUNTY SEQ NO FILE NO ORavN ByY|MT/4-23-62] ) 7/ --.). [von No” 0768791 KING A 4 ] T T T | | . Ho vereneene 8 | 7 6 | 5 4 4 3 | 2 | 1 SA-[00 67 | ; ) } NOTE: CORRUGATED METAL. PIPE AND COUPLING BAND MUST BE MADE OF SAME METAL. -— 8" MIN CLEAR EACH SIDE SECURE END OF SUPPORT BAR 2 PIECE CMP 3" TOP COURSE TO CATCH BASIN WALL WITH __ COUPLING BAND : 5/8" DIA EXPANSION im ce y 9" BASE COURSE ANCHORS (TYP 2 PLACES) e — t¢ © E / . _ Ff ‘ — = Le VAN y} MINIMUM 0. 25’ CLEARANCE BOLT SUPPORT BAR \sss7 SUPPORT BAR, GALY SAGREML GOMEECTED I" DIA PVC VENT PIFE / oe wouer die oe ms ON 3/16" X 2", CUT, ” VARIES IN 6" LIFTS CNOT SUPPALED WITH / SOLID COVER uP a \ Se BEND & DRILL To’ FIT, \/2 PIPE oS AVE) _ / . 'I( UP W Ar _ FL 19.00. / i et 49,05 ~— DICH PRIMER Ne otawereR “ — CONCRETE DRAIN PIPE | ~ - Ny GRAVEL BACKFILL FOR FL 19.08 = P A LA PIPE BEDDING SPCC CONC CURB EL 19.0 mM ae ‘pe CREF ONLY) . _ a TOBA COPRSE SUPPORT BAR DETAIL RY “COMPACT SUBBASE OR a yk a a 6" PLAIN PERFORATED . ¢ NATIVE SOIL an ane - oe AUSe 77 PVC INLET PIPE \ —_ Lt } . ee) { a: ot ——— EL . OURSE age! _BENTONITE + c ) 8.08 TYPICAL PIPE BEDDING BASE © -")B00 [SEAL Me > re ! Cc COURSE - Sp BENTONITE \ DETA | L AGE ~6 SEAL SUB-BASE FILL TORS 8 SOE (obit en I OR NATIVE SOIL a, ——-.-T*4 [| | -OTKING LIL we IE 15.99 aay en __ 2" SAND PER PUGET POWER ng iy STANDARD 3112.0379 4* PYC PIPE, SCHEDULE 80~ D+ re ie -D pop _ << GRATE INLET, oy re TYPE 2 (WA STATE — ——— mT STD. PLAN B-4c) Oo oBan. on Blo eo ae ote ae nice /— 3€" RETENTION PIFE a fz ° Kd o Sho FoF wo, P O° 4 * or 2 SUFFORT BAR _ J z|s > 'a 6s = eae ¢ va “> AFL/CLARK OIL STOP VALVE (SEE CETAIL) ~ |W 4 o © eins = o _7~ 6" PLAIN PERF FVC FIFE SCH. 49 3 Hy osv-4 Be ONS ce OF a ec cher os eee ee \ —[8 & Slope , * Bee BENTONITE SEAL [ a: ry Fy eS . set a ‘5 \ = _— c To es _ WA a _ ~ A “oy Uf MANHOLE — \Y GRATF INLET WITH OIL STOP VALVE ae, \_# ns a _ > ki & & SPCC PERFORATED DRAIN S Py KY? ; DETAIL FLOW RESTRICTOR CATC4 BASIN PLAN VIFW i” e > ae Cp CAST IRON FRAME (CAST IN TOP SLAB) & SOLID ROUND LOCKING LIDCOLYMPIA POTN oe ae CAST IN TOP SLAB REVERSIBLE CAST IRON FRAME & GRATE OST Oa pa = i - (OLYMPIC FDRY NO. 5435 OR EQUAL) j pee 19.00 (WA STATE STD PLAN B-2a) —TWSTTST “ a ry UIWW-= nq oe "8 | STS 50 rk S Sf YARD OF _ s Y TOF COURSE . EL 19.00 EL 19.00 Ba r | cape HHP oe TAPER TOP OR 2 ! PRECAST 54" CONC CHAIN MIN 200 LB CAP | YARD COURSE : MIN. SLOPE ) HUI oo a ® WELDED TO METAL FRAME wee, V, a2 0 ITT SS WIFTT SH x WSIS iS Uh 7 MANHOLE ASTM & CLEANOUT GATE SLACK 4S RGB N LK ~ is = C-478 RUBBER GASKET WHEN GATE IS DOWN. TOP OF 3" F JOINTS ASTM C-443 —1> OVERFLOW CLEAN WELDS AND COAT BASF COURSE +) WITH ZINC PRIMER. : EL 16.34 ay — LAW _ t_ ” = . EL 163 = H.W. H.W. 1894 B.A 2 a / = aH SEE SUPPORT ae +] 6 BAR DETAIL————_| z YY 7 WATERTIGHT CLEANOUT LET STE - —=> SHEET METAL SLIDI he PiSe | aly | “ B= 6" IE. 15.696) wa GATE MIN 8 GAUGE ASSN F “> OUTLET PIPE 58 LF_36" CONC 36" CONC PIPE CATCH BASIN, TYPE (000° 37278) © z Fer ZN 2 . WIG Ce oe *—* RETENTION BASIN la, DESIGN D (WA STATE ————te's} IS ae " LE. 14.45 IE. 13.34 7 J STD, FLAN B-Ia) 7 a 12"CMP eerie Gens SM —— =— 05% SLOPE \uw OUTLET EIR: WW, Wi TRS. MANHOLE , LE. 12.85 ”) LW —1.E. 13.05 ae le. 1285 —THy™ | k- PRECAST i a [ ‘Wik @a run GEeiK eee 5 - 5.4" ¢ CONC || TYPICAL CATCH BASIN, TYPE la, DESIGN D ‘ LE. 13.05 fe. (3.08 vr = JIP eA. YAR BROLIN, 2 I2" CMP - -—__| Me TALL . i EL 11.00 « STANDARD GALV MH o 54" CONC iw : L_ STEPS OR LADDER ees PRINTED az MH : KSEE DETAILS wal eG ' Z CONTROL. ORIFICE [et ORIFICE LT NOV 13 1987 MANHOLE =) aA, EL 9.00 —_| THIS SH IN BOTTOM ma 4 PADD —s i” PLATE ; | ~ <"_PUGET POWER io) 554 ; 54'1LD. 55" - ., #3 54 . SECTION A-A : cL 200 RETENTION SYSTEM [200, 1072 ORNs VICDRNSH2. DET a ee ER: Noe ALL ToL PARTS & SURFACES SHALL BE MADE = UPDATE FOR 1987 yy -l= -|O- UPDATE FOR 1987 OF GALVANIZED STEEL (ASPHALT COATED, TREATED = Ore OTe SONDITIONS| PE” W.0. 6704787 DRAINAGE SECTIONS & DETAILS | OR BETTER) OR ALUMINUM. ORIG APPVL REVISON APPVL, e235 VICTORIA PARK SUBSTATION | 3 D-5175 DE TAIL INST/CONT DEPARTMENT { JOFTG/GRPH] 5) | ee vw I POWER | 2.LevuE.wa SHEET 2 OF 2 DRAWN BY] TURNER/MAY 11,82] K.V. 10-19-87 | 0B NO: 0768791 KING : L a | I T KoE werceene 8 | 7 6 | 5 * 4 | 3 | . | *SA-[O0 - 87