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HomeMy WebLinkAboutLUA 87-100- Large Format
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| 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
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| ; ae ey us Q “NORTH |
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: 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 ‘
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SECTION A-A
SUBSTATION PROFILE
SCALE; 1° = 10°- 0°
SA-100 -87
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| ; 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 |.
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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 - :
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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
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SECTION A-A
SUBSTATION PROFILE
SCALE; 1° = 10’ - 0°
Sh-100-87
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SECTION A-A
SUBSTATION PROFILE
SA-\00 -87
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—_ 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 £
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“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¢
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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
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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
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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
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= Lif e CONC TILT-UP BLDG
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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
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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
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#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
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OW
"
(T
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)
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] *
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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
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| | (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".
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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
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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. | | ’ ¢
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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