HomeMy WebLinkAboutzS-2052SetKING COUNTY
TRANSFER STATION
SEWER UPGRADE PROJECT
CONTRACT NO.:
RENTON TRANSFER STATION
PREPARED FOR;
KING COUNTY, WASHINNGTON
PREPARED BY.
R.W. BECK AND ASSOCIATES
THOMAS /WRIGHT, INC
KING COUNTY OFFICIALS
KING CO. EXECUTIVE - TIM HILL
COUNCIL MEMBERS
LOIS NORTH, CHAIR, DISTRICT 4.
AUDREY GRUGER, DISTRICT 1
CYNTHIA SULLIVAN, DISTRICT 2
BRIAN DERDOWSKI, DISTRICT 3
RON SIMS; DISTRICT: 6
BRUCE LAING, DISTRICT 6
PAUL BARDEN, DISTRICT 7
GREG NICKELS, DISTRICT 8
KENT PULLEN, DISTRICT 9
DIRECTOR OF PUBLIC WORKS - PAUL TANAKA
SOLID WASTE DIVISION MANAGER - RODNEY HANSEN
KING COUNTY PROJECT MANAGER - VICTOR OKEREKE
NZ0
KI kIe^d �02Radmo
COVER SHEET
(I a
^d
Lake ,p O1
SITE PLAN
Washington) p Carnation
TRANSFER STATION AREA PLAN AND DETAILS
202 m
FORCE MAIN PLAN AND PROFILE
Bellevue o
SEWER LINE PROFILES
Seattle Lame $
PUMP STATION AND DETENTION
mish m
FACILITY DETAILS,
Mercer 90
Fall City
DETAILS
lend
Puget 1
TEMPORARY EROSION SEDIMENT
Squntl (v) Issaquah
CONTROL AND DETAILS
Preston
ELECTRICAL
900
an
STANDARD ELECTRICAL DETAILS
Tukwila
Surlen ifiB 1a
ceaa PROJECT LOCATION
Crove
Lak-
Youngs Maple
Valley
Kent s1a tl
6
Fades P.o 18 0
10. 20
Way Auburn
SCALE IN MILES
LOCATION MAP
NE 12TH ST m NE 12TH ST
i
NE pqq BOO.OR �~
J2
5
m mF
NE 10TH
NE 10TH ST
0 2�
0
)TH 9S0
z
O
o
0 NE 6TH ST
0
o
flENTON
Q TECH.
m bps ST wST: NE 4TH ST
CEMETERY
/� /,{'I --
//� NE 2ND ST
TR``
MT.OLIVy
Ro CEMETERY Q
I
CoNS+A,kW -710 A5 -3ai If Adai ICI WP-
S -ZOSZ
REN TON
TRANSFER
STATION
0 1/4 1/2 3/4 1
SCALE IN MILES
VICINITY MAP
DRAWING INDEX
SHEET NO. TITLE
COVER SHEET
C -1
SITE PLAN
C -2
TRANSFER STATION AREA PLAN AND DETAILS
C -S
FORCE MAIN PLAN AND PROFILE
C -4
SEWER LINE PROFILES
C -5
PUMP STATION AND DETENTION
FACILITY DETAILS,
C -6
DETAILS
C -7
TEMPORARY EROSION SEDIMENT
CONTROL AND DETAILS
E -1
ELECTRICAL
E -2
STANDARD ELECTRICAL DETAILS
o
�I TO SS MH 5 POINT DATA
yl (EXISTING)
SEE E SHT, C -3 PT NO. NORTHING EASTING DESCRIPTION ELEVATION
331.0 E 330.5 1 79,557.46 67,859.13 A.C. CORNER EXIST.
O y
- -.. / i �) 2 79,534.00 6].883,43 PC, C1 EXIST.
° ° \ 3 29 A.O. I a f� 3 79,543.01 67,912.61 RAD. PT. - Cl -
' JJJ 4 79,50].66 67,87725 PT, 01 331.2
7e.ets.s3 - z-- .-- ___ -___ 332,5 3309
EL6 JJa B23 X 331.a XI 5 79,45730 67,92761 A.C. CORNER 333.8
-y /.' I CB "- - --- -- 6 79,340.41 67,925.16 PC, C2 332.1
I 333.2� m 7 79,328.12 67,855.88 HAD, PT. - C4 -
1IT 332.5
X X 332.5 1 3`s 1.2 y 8 79,273.52 67,880.76 PT, C2 329.4
---" �-- -i- ' X) SIGN EXI i UNDERGROUND -- I- -- - °' X `0 9 79,246.70 67,820.73 PC, C3 328,2
338 , C8 S "_V `_ ®- JCT CB �s 331.3
TESTING TA INK I,8" WATER MAIN BO X 10 79,191.92 67,845.20 HAD, PT, - C3
11 79226.72 67,796.32 PT, C3 EXIST,
1 i � X
SIGN
x_ _X -x .X =•.,I �- �., ��J O° FM
MH 2 12 79,28583 67,834.76 A.C. CORNER EXIST.
_ -__ _---- _- __�S�GN� / GRADE SLOPES OUTSIDE OF CU B LINE 03:1 - - 13 7930073 67,86812 PC C4' 329.1
��- �1 -_ -�^ END OF 14. 7832812 67,88588 P7 C4 331.5
_ \GRAVEL YARD I O 1 _ - -+"" 6 330J CURB
CONSTRUCT GR VEL I ITO FENCEI \ / \ SLOT 15 79,34512 67.885.88 AC, CORNER 331.2
p Jf. 333.5 CONSTRUCT C2
ROADWAY WITH SECTION PER \ - O DRAIN C 16 79,378,39 6],852.81 A.C. CORNER EXIST.
{ \�/ C- X CONTRUCT 32] L.F.
TO RECYCLING A EA AND \ `� •!-'- / _ 86 LF OF� 31.0 L.F.
MATCH EXISTING ADWAY \ X333.4 I OF CURB PER (& e .y -�'�I 332 /_ / / OUl3� PR� 5= 0.0050 17 ]9,341'3 67,850.17 HAD. PT, - C2
17' SWING GATES 3X.0 GATE \ \\ �' +�` f END' -OF 18 79815,71 67807.40 A.C. CORNER EXIST.
�}.�, _L - ---� GRADE LINE, 5'FROM / NEW PARKING AREA / ,5 URC1
/ �\ "``\. I 333.1 X CONC. EXIST. PAVEMENT EDGE yV I E UNKNOWN id O\ 'P.P. 19 79893.25 67853.10 A.C. CORNER EXIST.
\ GATE \ - I ® / / / G�NSTRUCT fi'/ O 20 79928.61 67794.43 A,C. CORNER 332.3
\ END OF / % /:' CB G -1 C4 - 21 79851,50 67]48.98 A.C. CORNER EXIST.
_ S;D IE. 326,6 P�P`F. CB ::C 2 3
/\ BUILDING _ CURB /:.
\ EXIST. UNDERGROUND C1 334, a FROM EDGES 749 22 79993.29 67$32.55 GRAVEL EDGE EXIST.
� C \ \ � OF AC /�.. 8" pk61 328 8 t3 \
SCALES ELEC CONDUIT � � IL/ O
""I/ 2 330.$ _ .. 336.3 3301\. 0 SS.O
ROADWAY
p� \� rC MATCH EXISTING REMOVE E %ISTING 2 -� f"" 3�rE OF CURB O T FM IE UNKNOWN
3324 \ PAVEM NT `4� N O
W CS AND PLUG LINE _
X PLUG' AND �-?°FAI --STNS 1 S.D. LE 328:2 10
^gyp& EXISTING �\ \ ABANDON LINE - P,P�-- �. 3316 EXIST S, D, I.E. 327.2 16 X t7 w. 3]
p, PAVEMENT O� G, \ 1 - X O S D. I.E. 321.2 - - -12' SD I E. 3?8.3 � O � �G O
EXIST. S.D. IE. 327.8 SD MH 4- _ _,� "- SD LATERAL C- N. (-2" WATER 12 329.3
1 S D. I.E. 32V n_ m N r 3
.` \ CB EXIST I— I.E. 21.8 331.5 Ce _ 4y
\ I \ REMOVE FENCE \I I t X
IN RECVCUNG 12 SD 2.4 .ter WM FA. Z
\ CONTRACTOR TOE GATE (F MATCH
NOT \\ gyp} Aq�A, :tp\ �/ FIELD VERIFY LOCATION SS 166,0 J X 165 EXIST. RIP RAP BANK X-0.0320 ^-- P,,,.P.p \���- � PAVEMENT x ' l
GRADE SLOPES �'� RECYCLING l'{'l`w 1B AND. ELEVATION OF D CF Se0.0 331.8 _ `4 ,� �.�` �
OUTSIDE EDGES 0.'L F' ' X -_� �� _ '� W E. U318.1 \
EXISTING SANITARY 20 1y
OF RECYCLING GATE AREA- W. I.E. UNKNOWN S,S, I.E 326.9 1 ���_�^'J------ �-- -�G �\ CB 6• C 1 M� 3 -B. D.' I.E. 318.1 ` C3 11 \\ E 67,806
.66 It
AREA 9 3:1 POSTS\ \ CS.D. I.E. 325.8 `SD SD.'IE. 325.0 �� -?--- �-'-~' �`. -_-.Y 5 F. B -3 0' \ -\ "-�` \ )
-END OF CONSTRUCT 158 L,F /� --�' O'er C L �a \ 1- EL 32b.3a
20 CURB OF CURB: PER a %332.6 X 50 �p MH 5 7? SD
I. 32C.9 I / 52" O 2 °d I:.F: CO 3 SS 68.0 L.F. CO //rrr/ �!� 3 10• Z �. I.E.
/) '-\ \ SD CB'2 {,X'
S.S. I.E. UNKNOWN g :0° 6 _- J HISS 68.0 .`S° SD, I,E. 317.0 So
CONSTRUCT 5 " IS.D I.E. 326. p5 �F \\ r = - I.
�� FROM :EDGES I \/ 13 O 44 5.5. IE301.7 �8 ?OS/ LOT CB \w BACKFLOW O�sq C� �\-•` p\`+'
MATCH \ N SD IE�304.1 (q 3t5R LIF B B-2 VAULTNTER 9 \y \ ATE 1
I ' 20 SEPTIC TANK TO' W / -` F.M, I,E, U KNOWN --a 'YF
OUT, EXIST. �t1., O SD LATERAL A ,M. iyl 6 0 0150 0�L 4" ROOF \S.D. I.E. 3 5.d GATE
/ 331.6/ CLEANED AND FILLED GRADE '�� �S,DI EE U3280 WI_ 1 \'Y�- -\� �'v \\ '� C _, O 8305.5 PLUG RAIN
�`^`, 7 0 8" S.D. I.E, 316,3\ V. I.E. UNKNOWN C.
/ u. C NSTRUCT 130 L.F OF 12" S,D I.E. 302.2 S D, I.E. 306.08 `
LUMINAIRES -.I l 3306 / 3.'10.6 ) - .ACCESS ROAD -- i ��� ` \' COT- 4" ROO SEE CAl D \t` \
SEE SHEET E -1 r 1 l \� k \ L WITH SECTION PE ® OWS S PER C -e ` X-- M,H 2\ 320
15.
X I 21 X
X33 �� 334$ GRADE CB 3190 p = '- �\ aq DRAIN \ r2, FOR DETAILS
.x W/O FROP SCC =EEN CURVE DATA
_ / _ B E 1 F• -,- `•MqF` yo So IN THIS AREA y o°
CONSTRUCT --e` 599 S01-P Sq ,� (� 12" ED ry o 0 1 NO. DEFL. ANGLE RADIUS, feet LENGTH, feet
FENCE Ai EDGE OF GURB` AT \ \\ '\ \ / 3301 1 `�- / C\ h
EXIST. DRAINFIELD }" /'. S I \- \ O 00 C�/ 13.9 L.F. 0.0 L.F. Pj• _
RECYCLING AREA. MATCH 1 : :: O - ? 6" U ` 5.5. I.E. 301.5 \'f1 S-0.2110
TYPE -r \i0 BE. ABANDONED 1 O _ .�32 .§l`/ �� _/� / SD O �"`� -," B, \ Cl 34° 37' 04.5" 50.00 30.21
EXISTING FENCE, S.D. I.E. 302.9
EMPT �-}. ti 33 0 25 ®. M /r, SRq(E PLUG�I y0 REST ROOM CB \ \S� 247 L.F. BD C i\ C2 64° 43' 18.8" 76.00 84,]2
� CURB A N 7s,a /aef 36 / � OOZ00 321. a \S -OA2oB PUMPS STATION C3 30° 28' 20,7" 60.00 31.91
TRAILER A CB' A -1 / E 67,70175 / �� 1 ` TRANSFER 2" BD 25.0 L.F. 5= 0.44`0 C4 65° 55' 45.4" 30.00 34.62
PARKING\\ �-. 0.a CONSTRUCT
5' FROM EL 3251 �5 12 8D 4" ROOF q° CB
P.P p,p, ) EDGE OF AC. AND i X38.0 L.F. \\ DRAIN \ ` 3058 6SD \16SL,F. CB
\ PP STATION S cB3 s:000sl
L GRADE LINE 1 / S -01028 \� \ O 15 0 -'�\�.
\\ SD LATERAL F \,`� \' /
CONSTRUCT 264 L.F. OF EXIST, 8 CONC CULV.��- \ 12" SD CB MH \� �CB h' cl'
CURB AT EDGE OF // )/ "•�-� '� ETENTION
A C PER. t �^ E %ISi. RIP RAP BANK/ !'. ice'\ �\�s \\
S=0.0119 l O ./ F ` \ FACILITY_
O'P ",O T
RL �n�� \�' \\�� \.\ \ 3355 LFt
00 10.0SLF.
1 (l(( SLOT DRAIN D CONSTRUCT 100 LF. OF
/
/(fBIOFILTRATION SWALE PER `
FROM OUTLET ALONG / � "., \- �-- \ �12"
EXIS TING DITCH \_ r� \ \'\ \\\ �\\\\.\� ,\`. 98 L.F. S 1 ��
11 �/
j�'\�\ �3 Z 1p,6 �i 6 CB
l
\ $5 O
* CB,
s0 E 6]0858152
BANDON
�.,f f ✓ -I -H \ 280.1 �Y-.
RIVER r/� X 7 12 CONC C LV. m'
?-` 1.� OUARRY PIT \ �\ �. L.F. D PERO c3 309, tee' SD'80R L.F. S-0.9750
00750 \\
v 4� „� D \
LEGEND I,{, + \\ \ \\ D CLEANED, AND FIILLLED WITH SAD OUT,
NEW A.C. PAVEMENT P.P. �' �� /� /
-) POWER POLE WITH. GUY WIRE "".-1- \W/ FROP SCREEN
[ ]. NEW GRAVEL ROAD X OUTLET
-- EDGE OF ASPHALT LIGHT POLE SCALE: .1 " -30 �--�\ ` X T Z8n '\D� _ 1\ �_\ �; PER 2 1. 12" SD 10.0 L.F. 3:0.7200
_ _ \ 218.6 T Kam. `., GATE E %ISTING DRAINFIELD
EDGE OF GRAVEL cB EXISTING c c BASIN :tE�.IISTIN. GR® LOPE �70 BE ABANDONNED \J/
_8 85
EXIST, BAN SEWER SS EXISTING SANITARY ,_ ���- .(\.'. DITCH \!• \lol 31 \
Oss BE MANHOLE 30 20 10 0 30 \ `"- �k. � \ ��\ / •ST
EXl
87 SD E%IST. STORM DRAIN '< �"^. -L.._� I \ \ \G ACQpS3 Rp
SD EXISTING STORM OD �"'�-
8" BS PROPOSED SAN. SEWER �MH DRAIN MANHOLE �} STa �- "/ \ �f ` AO
e" ED PROPOSED STORM DRAIN MCB PROPOSED CATCH BASIN 1r�_ L_� ,-� _
1�^�- ' _ .f - CONSTRUCT 190 L.F, OF B
-- WATERLINE 0 S PROPOSED SANITARY V��N I/D. i "_"' "I Y FROM SWALE PER
WALL SEWER MANHOLE �.Z` OT WgeA, O r FROM OUTLET ALONG EXISTING DITCH]
ED PROPOSED STORM YQ- N
CURB �MH DRAIN MANHOLE pqR =TT
�- • - CHAN LINK PENCE MOWS OIL - WATER SEPARATOR - , i,•V'•// 1 CHKD DRAWING NO.
off- i ■// D �} //'�• RENITON D TRANSFER HSTAT ON r5
o OTHER FENCE /BARRICADE 390,3 SPOT ELEVATION c RPEVISIONS �\ W BE ,� S O G O
-330 EXISTING CONTOUR % A q�l pEO ya a xa. onTE owx cxro oescRPr ox iM V SEWER UPGRADE PROJECT
rC� CONCRETE PAD l erE O ��7� �p����p C-1
'r ", LJ sa' D� .... CONTRACT NO.
' VEGETATION LINES 9 ]OReI � 6458DUTN. 7�. AND ASSO ll"M
SITE PLAN
CENTER, SUITE 181
® CONTROL POINT SEATTLE, WA 98188 12081788 -3828 XXXXXXX
L 1J C 1 TREES EXPIRES .7/1]/93
4VwA"j -- 3/ -2no 9
L.oID51°F_ILC,TeA- llo Ms- d"It AVQI Iable-
S020C -1R
ED
MH 3
YO 11 h
t1
BACKFLOW _
CB PREY ENTER
VAULT
321,1
CB B -3
SCALE: 1 " =10' `�-ti\ 10" PLUG 4" ROOF DRAIN
C8 B -2
PER
NOTE: C -9 Q \ \ q \ \
Cs B-2 TO BE
INSTALLED WHERE REPAVE TO \
EXISTING PAVEMENT EXISTH A.C. 10" PLUG
C ELEV. 305.1, (4• WIDE)
CB B -1 TO BE
IN TALLIED WHER /
S L E
EXISTING PAVEMENT SLOT DRAIN B, / CB /
IS ELEV, 305.6 SECTION PER
OB B-1
PERei
CONC.
TRANSFER
RELOCATE T-E
CB
/ PLUG EXISTING %/
\
STATION
W TER LINE
ROUND C.B.
1'L g
4" DRAIN PIPE
aPL
4" ROOF DRAIN
\` \\
S \ CO 1 (EXIST.) .
\CONNECT 4r 8 CONTRACTOR TO VERIFY
\
TO EXISTING EXIST, SEWER INVERT
\`\�
CLEANOUT \ ELEVATION
REDUCED PRESSURE
RESTROOM STgO)0
BACKFLOW PREVENTE
'WITH VAULT PER e
C8 `\``
HOSE CONNECTION
BOX PER e5
FLOWMETER VAULT
j z
\ F -4 LINE TO RECONNECT
ROOF DRAIN AT CENTER
\ CB/`\\(/' /\
`\
PER 5
`SO ce-s
�` \\
OF BUILDING TO ROOF
SD LATERAL E - I
CONNECT NEW 8 "y
DRAIN ON EAST SIDE -
REROUTE THROUGH ROOF
TRUSSES
``\
RELOCAT
\ WATER FAU EP TO
I
PIPE TO EXISTING I
�
ELECTRICAL CABINET LOCATION SHOWN
SEE DWG E-1
CATCH BASIN PLUG-
SEE SHT C-1
3211
I
S° POWER HANDHOLE
SEE DETAIL 1 DWG. E-2
'.PROTECTION
POSTS (2))
\`\� ` CACH BASIN
\\ 4 ROOF DRAIN.
CONTNECTION PERe
C
12" PLUG/
GONG /
`\
DRAIN PIPE CONNECTION PER 2
PROTECTION/ POSTS (2)
4' SS CONNECTION PERe �
\
\
CONNECT S
EXISTING 4" SS CO g MH
TO NEW `SS 12..
4" PLUG
H" 5'
310
�E D LE X G GROUI
I.E.
300
290 _ .. _ .. - ..
I,E. IN INWI 296.29
I.E. IN (SWI 298.62
I.E. OUT 296.62
RIN 307.0
280 —
0.00 0.20
1 4" SS CONNECTION
SCALE: 1" =10'
SO
MH 2
0
m
0
D
m o
\ S
n
\ z _
,.310
R
A,C. PAVEMENT \
PROTECTION
POSTS 121
2p, VALVE \\
BOX / \
E-� NEW L AT R O SD CB 1
C�AUC
N \\ \T7P i \
A.C. PAVEMENT
3.75'
Z.
\ \\ PUMP \
STATION e \
\ + \ SEE DETAIL c -s \
\ 4 "SD
/ SO CB 3 \� 3
TYPE 2 CATCH BASIN PER e
\\\
CONNECTION
F PER 1 \ \
RIM 305.7
4 "X4" WYE
47
I.E. 296.80
0.40
CLASS- ASPHA
PATCH TO 4- DEP
CUT EXIST. ASPHALT
VCRETE'
SLOTTED ATED J I/ �5/S- CflUSHED ROCK
SLOTTED DRAIN RAIN - OIAM.
NO
CONCRETE SHALL HAVE A
28 -DAY MINIMUM COMPRESSIVE
� STRENGTH OF 3.000 P.S.I.
%31 SLOT DRAIN
C -2 STD083 NO SCALE
EXISTING GROUND
310
12.6 L.F. 12" PVC
S= 0.2365
r4" SS ,
300
' EXISTING SS
0.12.6
SD CB 3 I.E. OUT 299,83
RIM 305.6
0. 0.0
290 I.E. IN (NENW SW) 296.85
I.E. IN ISEI 300.50
I.E OUT 296.65
FIN 305.8
0.00 0.20
CATCH BASIN CONNECTION
., (� -2 SCALE: 1 " =10'
DIAMOND PLATE COVER
5/16" X 24" X 36"
4 LIFTING INSERTS
5/8" DIA.
PLUG 2+ / \ \ \ 1 EACH SIDE 4 36'
\ \ \ \ 1 \( \ S \ / \ O \ LIFT HOLES 1 -1/4" DIA. 3' -6'
\ .EXISTING 4 PIPE \�.,� \\ t II\ 1 - \ \ r 9Sq'I'O \/ / \ 12" X 12" KNOCKOUT 18" X 18' KNOCKOUT
D 2 2 EACH SIDE 1 EACH SIDE
\ •_� o . -\ \� 54" MANHOLE /
W X 8" TEE 4" X 8" REDUCER \ �. SLOT DRAIN D, PER 3
WITH 8 "PLUG SECTION PER C T- \
\ \ �I \\ e/ / MH 12" ED
8" PIPE 90° BEND \ \\"\ qq. X �� ~�'•3 >)o \q OVERFLOW DETENTION2' -8"
A.C. PAVEMENT q..,, �° \q \ 3210 \ \ \ I� \.` \ �\ \ SO FACILITY SUMP 6' DIA.
q \ \� \ j�` \ \\ REPAVE TO `�`S1, SEE DETAIL ��5
MA E' XISTING d" PIPE \ \ \ \� \w \ \\ ~\ ~\ \ EXIBTHAC �5` BACKFLOW PREVENTER VAULT
Tb BE .PLUGGED \ ~\q ^\� \``�\,\ \ \,� 14 WIDEI YO CAs-b4A AOd1f4 le-
oa° srAa \_ e.\.,, _ �N \\ \ \ ,C CorosiQu�i'ul b C 2
avow 8" PIPE ` \ \_ V� %y / -� �\ BUILD MH OVER y` Z.-
NO SCALE
I .Z. 0EW4E/] / , ' \ \ \ \ EXISTING LINE \ \\
la wo
Y 0 N KING COUNTY, WASHINGTON DRAWING NO.
8" PIPE 90° -BEND° I \ \ \ \ - RENTON TRANSFER STATION 4` jI �f REVISIONS �w BECK SEWER UPGRADE PROJECT SO2O �E 111-01 q?TI8IEPE'0 m
C-2
2 DRAIN PIPE CONNECTION as „Dna1E9g° AND'ASSOCIAM' TRANSFER STATION AREA CONTRACT NO.
C-2 NO SCALE :46uSOUTHCENTER,SUITE191 PLAN AND DETAILS XXXXXXX
EXPIRES' ]/1)/93 SEATTLE, WA. Ee1Se 13081]E1E22J
wW,o _ g/- L0T7
S020C -2R
//119.3 X
'1�
P.P.
\� /
329.7 X 330.0 330.5X 331,3' X �
"O I
FM I X
- -- FM MH 1 (EXISTING) ,bi 3297 \ 8" GRAVITY SEWER MH 2 I 2" FO1 MAIN
- - -- - - -- 330.0 X I
J 328.8
CB -12' CMP SD _ _ .09 _ __� e I I
330 % CB
1 I
\ • P.P.
330.5x 3310 X 3312 X' J I
JOT.
BOX
PLAN
1" = 30' HORIZ.
340
330
320'
310
300
/
1
MH2
MH
\
—DETENTION FACILITY
VALVE /
MH D -2\
2. BOXES /
`VO SD/
B 11 /
FLOWMETE
--SD LATERAL D
BACKFLOW VAULT'/,
MH D -1
R ED/
EVENB EOX
1
B
LOT DRAIN D
PUM
0
SXIyN .l a TA 10
11
SS LATERAL F
S H -1
/ CB F
A
\\ > 6
/ I
/ I
O
TRANSFER\ \
STATION \\
SEE DWG. C -2J
rurtt-st MAIN
PROFILE
1 30' HORIZ.
1" 10' VERT.
SEEN Ty
OF W O
YN T/WI
A 4F919T2a� CQ' •
645 SOUTNCENTER,TSUITE 191
EXPIRE3 ]/1]/93 SEATTLE, WA 98188 12091780 -8228
CE MAIN
4 +00 4 +50 5 +00
EXISTING
Cams +kac,+a --A. A5 -Bu& Avai 1461e-
° � o E;
.��
KING COUNTY, WASHINGTON
RENTON TRANSFER STATION
PAVEMENT
AND ASSOCIATES
FORCE MAIN
10
0
PLAN AND PROFILE
FENCE
FENCE
w
,j 8" SD
I.E 327.7
GRAVITY
SEWER
POSITIVE
SLOPE
19
19 L.F' 8
CL 50 DI S 0.004
L,F'. 2" H
PE FORCE MAIN
FM
H2 .2330
3' MINIMUM
COVER
FM
MH .1 (EXISTING)
I.E.
N326.30
0.
0.0
I.E.
OUT 326.07
I.E.
IN 326,30 -
RIM
332.0
0
I.E.
RI
OUT 325.30
330 0
I.E12
15.44
I I
HOSE BOX CONNEC
4.20 .4
IONJ
20.0 L.F. HOPE F
VALVE
OX 3
4.21.6
I.E. 315.
0
RIM 319.
FLOWMET
R VAULT
4.24.9
I.E. 315.00
RIM 319.0
PUMP
x STATION PER
0 +00 0 + + +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50
4
.4. 6.9
290
LE
our zassz
RI
307.0
rurtt-st MAIN
PROFILE
1 30' HORIZ.
1" 10' VERT.
SEEN Ty
OF W O
YN T/WI
A 4F919T2a� CQ' •
645 SOUTNCENTER,TSUITE 191
EXPIRE3 ]/1]/93 SEATTLE, WA 98188 12091780 -8228
CE MAIN
4 +00 4 +50 5 +00
Cams +kac,+a --A. A5 -Bu& Avai 1461e-
° � o E;
.��
KING COUNTY, WASHINGTON
RENTON TRANSFER STATION
SEWER UPGRADE PROJECT
AND ASSOCIATES
FORCE MAIN
PLAN AND PROFILE
wP— a/ -2052
SOjOC -3R
340
330
340
- EXISTING GROUND
SLOT DRAI C ROAD SURFACE
EXISTING GROUND EXISTING GROUND 1. 13.5 L.F. 12"
1$_0.0050 5= 0.0074
3
5 =0.008112
ACCESS ROAD SURFACE-7 LL
330
320
33.7 L.F. 12" PVC S =0.4214 310
330
94.8 L.F. 12" CL 0 D.I. 5= 0.0100
CAP END
74.9 LF' 8F CAP ENDS CAP END
EXIST RIP RAP BANK CL, 5 D. 11.54S
'
p 8 "SD pJG
I.E. 316. S= 0.0461 CB C -2
C8 A -1
SD MH 5
38.0 L.F. 12" CL 5 D.I.
�2
SLOT DRAIN B CB B -3 IEXISTI GI 1.23.8 I.E. 328.66 0.00.0 `0.30.0
31.5 L.F, 12 "� 2.1 7.1 \.F''.
0.94.8
0. 0.0 I . OUT 6,45
32O
'310 S =0. 028
FILL CB C -1 I.E. IN 328.50 I.E. 305.60 I, E. 30 .80
5 =0.0150 I.E. EXIST. 3.75 p69 0.48.9 I 300
320
E. IN (W d NI 325.50 RIM 329.3
I.
I.E. Il 32$.30
GRADE SLOPE
E. OUT 318.75 I.E. IN 324.85 RIM 330.0 DET NTION
RIM 3 21.4 SD MH 3 I.E. OUT 324,85 FACI ITY
SO MH
332.0
31
RIM 329.65 I.E. 2 7.00
50
F;r/
9 L F 12 C .. I.E. IN (E 8 NI 316.80 TEE CONNEC ION
0 +00 0 +50 1 +00
-B- I.E. OUT 3 8.80 (TO MH D -1)
300
1.51.9 4" 1.83.4 31O RIM 325.8 290 0.13.5
SD LATERAL A
OI WATER E. IN 30408 I.E. 301,7 I.E. IN 8 OUT 304,55 I.E. 305.50
I. E. OUT 30388 RIM 3 6.1
2
OUTLET ER
SE ARATOR B 0 +00 0 +50 1 +00 1 +50 2 +00
0+:18.0 RIM 305.8 0 +00 0 +50
1" 30'
I.E. 29].5
I.E. 29
I.E. IN ST. 06+80 1 +00 1-50 2.00 2+50 SD LATERAL C SLOT DRAIN - D
I.E. EXIST. 306.80
VERT.
1" = 10' VERT.
290
SD LATERAL B
RI 317.2
MAX. W.S. 304.1 11 30' HORIZ, 11 -=
-=
0 +00
" 10' VERT. " 10' VERT.
0 +50 30' HORIZ,
320
1" VE
1" = 10' VERT, 330
EXISTING 4" 320
310 320 ROOF DRAIN
E (STING GROUND
9.8 LF. 12"
L 50 D.1
GRA E SLOPE EXISTING GR UND-\ �II
m 5 -002 28.0 LF EXIST. 8"
80 I.R B' PVC EXISTING GROUND 10.0 L.F. 12" CL, 5 D.I. CONC. SD 5 268
31Q;
= 0.0208
=0.
5 -00750 S= 0.1000 320 EXISTING GROUN
EXIST. CDR. PVC PIPE 1002 L 8" CL. 50 D.1. - 0 CONC.
310'
8.0 L.F. 12 ". PVC S=0.0206
10.0 L.F. 12" PVC 8=0.1200 GRADES OPEm 5
300 _� 310 SLAB
24,4 L.F, 12" VC
`�� PIPE C NNECTION
PER 2 5 =0.0119
o"XI
=0.02
CONNECT T EXIST, PIPE /CBE 1 (EXIST) T) C-
300 12 CON020
-0.0206
WITH FLEX( LE COUPLING
OIL WATER ER 0.08.0 310 0.28 0 1.28.2 II
,07.9 L F EXIST.
GRADE SLOPE 6 3:1 - - -' -_ _ --
_
-�
H
SEPARA OR D I.E. EXIST 2- 720 / I.E. IN (SI 3 615 I.E. G
3215
/ E. EXIST I 11 31590 FIN. GR 300
_ _ H2
C NNECT TO EXIST. PI E MANHOLE TO
. .321,1
290 0.000 300 I.E. EXIST. UT 315.95
2 L ETENTION FACILITY
OUTLET PER I WI H FLEXIBLE COUPLI G MHD -1
L
LE IN (S 8' NE) 29680. M D 1 $LOTDRAIN RIM 319.6
IE OUT 296.40 0-00.0 0.10.0 12" SD SD CB 1
0.00.0 0. 8.0
•357
25.9 E. OUT 303.00
RIM 301 I.E. IN INI 3 450 I.E. OUT 305. 0 OIL WATER OI.E. 302.2 0.00.0 MH F -1 EXISTING)
P ATO
.290 I.E. 295.20 OIL WATER LE, EXIST. 296.77
E 2,
I.E. IN IEI 3 2.80 300 0.00.0 IE. IN (NW,NE, W) 296.85 0.24;4
SEPARATOR D
I.E. IN (NI 304.80
I.E. EXIST. 2 8.99 I.E. IN 1SEI 30P.50 I.E. .EXIST. INI 297.36
2$O 290
E. IN 6
I.E. IN (NE 6 BE 29660
I.E. EXIST. 298.99
RIM 307.4
90
2 I.E. NXISEI 301.60 REM 905.896 RIM 305797.14
1 +QO 1 +50
I,E. OUT 29840
RIM 301.0 1+ 0 1+ 0
I.E. OUT 30101.
Q +OO 0 +50 0 +00 Q +SO RIM
2 +00
MAX. W.S.
. w 3oaO 0 +00 0 +50
280
SD
LATERAL D
0 +0 +50
SD LATERAL D -1 SD LATERAL D -2
SD LATERAL E SD LATERAL F
o +o0 0 +5o
i" 30' HORIZ.
1" = 30' HORIZ 1" =.30' HORIZ.
1" 10' VERT.
1 -10' VERT. - '.1" = 10' VERT. 1" = 30'' HORIZ. 1" = 30' HORIZ.
340
1" 10' VERT. 1.. 10' VERT.
340
EXISTING G
3OUND EXIST(
G
EXISTING
12" SDE.
12" SD
32
.fi
3 ti
330
LE, 3272
4" SS
E I
10'
I G
SD
0
0
I.E. 326.90
130.0 L..
12" ADS NA2 S=
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330
'
IE
3227
200.0. L.F.
12' PVC S= 0.0155
SD CB 2
320
2' FM
31 2
12 PVC 5-0.0320
0
S- MH 5
LE
6.86.6
OUT 326.31
50.0 L..
12" PVC
154 LF 12" PVC
00139
SD MH 4
EXIST(
12" S
G LE. IN
I, E. IN IN 8 WI
26.50
320
30 7 L.F. 12'
S =0.
PV S
430
0 0100
SD' MH 3
3-68.5
2.
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I.E. 321,
0 I.E. OUT 325.30
1.96.1
I.E. OUT 2.00
RIM 332.0
310
I.E. IN IN 8 E)
I.E'OUT 3166
16.80
RIM 331.0
0.30 .7
M
RIM 325.8 310
i:E. IN 1314,
0eeN7 1500 1 +50
2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50
' RIM 31 .3
I,E. OU 31480
RIM 32 ,
STORM DRAIN
300
SD CB 3
0.00.0
1' 30' HORIZ.
' I.E. IN ISE) 3 0.50
1 +00
1" _ 10' VERT.
I.E.' IN (TRNW W) 296.85
330
I.E. OUT 296.5
33,.0 4' MINIMUM 185.0 L.F. 4" PVC S= .02
290 RIM 305.8
CO ER
00 5
O. +oO 0 +50
012 SD 4.06.0
I-53 4
EXISTING GROUND RIM 317.7 I.E 325.0 RIM 332.8
320 CO Exlr. 320
0-00.0 L•7. \N
L
RIM 3010' 0 87 0 E"" .
RIM 30
2.021.0
10" SD RIM 10.7 RIM 324.4
I.E. 302.9. pVC
d..
310 2° SLID Dew 310
s=
.E 3061 A PVC 2 +00 2 +50 3 +00 3 +50 4 +00
87 0 1p 0208 (MIN.1
a SANITARY SEWER coro�tzN�t� noes- Bu +n�ariabfe
300 300
0 +50 +00 1 +50 T' 30' HORIZ. 5 (
EN j " = 10' VERT,
N 1 1
0 +00
5 F, „., ?o5
���pF
�.
Ye Are v
N�r7 -1fOj' KING COUNTY, WASHINGTON DRAWING No.
/ 111 ■���/ L 1 N RevI51oN5 R W R�yVR RENTON TRANSFER STATION S020
,p Pu j�J1�C/ii�` SEWER UPGRADE PROJECT
N0. DATE owN cHKD nPPa 0ssce aT ON
g4'GI8TE6ee C-4
6 o` SEWER LINE
CONTRACT No.
9670II8� �Op+ ro Rm..�.. rv.]oA AND ASSOCIATES
648 60UTHCENTER, SUITE 191 Al`ILl PROFILES xxxxxxx
EXPIRES 7/17/93 SEATTLE, WA 98188 12061768 -8228 LL i I I ,
WwP -71-2o S2
G02OC -4R
FORCE MAIN, PUMP 12" SD, SEE
SEE SHEET C -3 STATION STORM DRAIN
I SEE DETAIL SHEET C -4
THIS SHEET
SD CB 3 3
54" CATCH BASIN PER e
r4" SD
\ S FROM \ \\ 71D END PLATE IN PLACE
EX 1
C
IST. CB, SEE
SHEET C -2 2" AIR VENT
4" SS FROM \IrL
RESTROOMS
SEE SHEET C -2 —
12" ED, SEE
SD .LATERAL F SLOT DI
SHEET C -4 SEE SHEET
.29.75' —mil
7.0' 3.75'
EL. 307.0
ETENTION TANK m R 0
WELD END PLATE IN PLACE
PUMP STATION
i
EL. 293.62 LWELD. 36' CMP PIPE. ONTO END PLATE A SECTION
�SD . 29267 RESTRICTOR PLATE WITH 1" DIAM, ORIFICE
C -5 1 a
PUMP STATION C83
.F. FRAME d LADD
4" CL. 50 0.1. OFFSET; SEE N
5 =0.0050. 6 COVER ELEV.
OVERFLOW ELEV.
EXISTING GROUND TO PROVCE OE x
201-01,
'I!" GAP
2" DISCHARGE PIPE. ALLOW
III''LIII
III
INTEGRAL TRAP AND
TO CEMENT DISCH. PIPE IN POS.
DPE PIPE
CLEANOUT, TYP
INI
45° BEND -
2" WYE
_
2" GATE
VALVE
W/ BOX
MAGNETIC FLOW METER
)III
IHI
7'
�36"
PIPE (MATCH INVERTS)
C
I
I
4" INLET PIPE 12
+�
MH D -2 3
I'
54" MANHOLE PER
H
2 HOLES 5/6' DIA. IN EACH
12" OVERFLOW PIPE,
BASE PLATE FOR ANCHOR
I H
I I I
SEEESDCLATERAL D
BOLTS (4 HOLES TOTAL)
2025"
/
4" INLET PIPE f
— �H
50
.1111
PLAN VIEW
PLAN
1"_3,
EXISTING GROUND
SLOT DRAIN,
SEE ,SHEET C -2
EL. 293.62 LWELD. 36' CMP PIPE. ONTO END PLATE A SECTION
�SD . 29267 RESTRICTOR PLATE WITH 1" DIAM, ORIFICE
C -5 1 a
PUMP STATION C83
.F. FRAME d LADD
4" CL. 50 0.1. OFFSET; SEE N
5 =0.0050. 6 COVER ELEV.
OVERFLOW ELEV.
EXISTING GROUND TO PROVCE OE x
201-01,
'I!" GAP
2" DISCHARGE PIPE. ALLOW
FLOOR DRAIN W/
OUTSIDE SPACE IN EXCAVATION
INTEGRAL TRAP AND
TO CEMENT DISCH. PIPE IN POS.
DPE PIPE
CLEANOUT, TYP
I�TEE, 45° BEND
45° BEND -
+' -90° BEND, TYP
TRANSITION
COUPLING ITYPJ
DRAIN LINE
FLANGES MUST BE
SQUARE AND SPACING
AROUND FLANGES
MUST BE EVEN
GROUT PRECAST CONCRETE
SECTIONS INSIDE JOINTS AFTER
INSTALLATION W /NON- SHRINK
GROUT AND COAT INTERIOR
�� SURFACES WITH SPECIFIED
COATING SYSTEM INTERIOR
��. 4" INLET PIPE -
1 -1/4" S.S.
DISCHARGE PIPE
LEVEL CONTROLS
OR STEPS ROUND SOLID COVER
E 3 FRAME MARKED "DRAIN' WITH ryOTES
:R PLAN LOCKING BOLTS
ZRIM PER PLAN 4. PPE SIZES AND SLOPES: PER PLANS.
Z L META PART& CORROSION. RESISTANT.
'4" MIN GALVANIZED PIPE PARTS TO HAVE
4 "VENT W/ PUMP MFGR'S
SS BIRDSCREEN ,STD ACCESS
INTERMEDIATE
BRACE
HYDRAULIC
SEALING
FLANGE
�-2" HOPE
�EE, 45° BEND
L TR IANSTION
COUPLING
NPT GATE VALVE
TALL CHECK VALVE
CO C. BENCHING
W /4x4xW2.9xW2.9
WWF, TYP
CONNECTION
BOX
BACKFLOW PREVENTER
AND VAULT
PROTECTION
( POSTS
FLOW METER 1 I
11 -1/4° BEND
22 -112' BEND
3' -6"
2" GATE
VALVE
W/ BOX
I I
2" WYE
_
2" GATE
VALVE
W/ BOX
MAGNETIC FLOW METER
- - - - -I ACCESS HATCH,
PRECAST CONCRETE I I UTILITY VAULT
VAULT, UTILITY VAULT I 1_00. NO. 44 -332 -P OR
CO. NO. 446 -LA OR ��APPROVED EQUAL
APPROVED EQUAL— I 1
EXISTING
GROUND
C SECTION
° BOLT " ON
--- �{H� LADDER, TYP
L 11
l--2" .TEE
2" HOPE
2" GATE
VALVE
P o W/ 80X
?oo $ eo9 0,0
_�12' MIN COMPACTED
DEPTH GRAVEL BACKFILL
FOR PIPE BEDDING
HOPE EXTEND 12" BEYOND
CONC BASE IN ALL
DIRECTIONS, TYP
HOSE CONNECTION BOX PER 05-6
EL. 307.2 1--- / TENTION 8 OIL ° 16" MAX. ASPHALT. TREATMENT 1. B.S. ANCHOR, TYPE Ci -5 1.3
// \�l SEPARATION 3 FRAME 6. LADDER OR. STEPS OFFSET SO 8
PER PLANS .� A 0 EANOUT GATE IS VISIBLE FROM TOP. VAULT PER C -a
- MAX WS B. CLIMB -DOWN SPACE IS CLEAR OF I 54^ CIA�A/TOP EL. 307.0
- STANDARD RISER AMD'CLEANOUT GATE.
PER PLAN GALVANIZED C. FRAME IS CLEAR OF CURB.' GROUND EL. 306.5
12" OVERFLOW PIPE, .. STEEL
SEE SO LATERAL D LADDER/ HINGED LOCKING
EL: 303.00 STEPS
SHEET C -4�/ PIPE .SUPPORTISI:: COVER
✓ 3 090 GAGE BRACES FOR - 1 -1/2" S.S. PIPE
DETENTION BOMBED OR GATE 16" GAP 7. BEDCOR 0 EANOUT GUIDE RAILS FOR GUIDE RAILS
TANK Z N WALL AT SHEAR REDUCED PRESURE 2" STEEL
MAX. S $PACING DATE BACKFLOW PREVENTER
MIN. ONE SUPPORT /�' TRANSITION PIPE
COUPLINGS
`72 CMP ±INLET PIPE jT'� {{{1,,, DISCHARGE PIPE
OUTLET PIPE C( 5 ! 1 2" ten.$ p
EL. 29x.03 OR PIPES I
�\ �1 iw 4 6" INLET PIPE 12"
MH D -2 �t' x.36 CMP �' HIGH WATER ALARM LEVEL 296.50 1
J{ INVERT ELEV INVERT ELEV.
54" MANHOLE PER a CONNECT MANHOLE TO PER PLAN � ' .PER PLAN �\`l // PUMP ON 296.12
DETENTION TANK' ° -PUMP OFF 295.12 2" TEE 2" HOPE PIPE \
B SECTION PLAN
Ci -5 1. 4• ° g SHIMS FOR DISCHARGE W,,, 293.62 WET WELL FLOOR 90° BEND 90° BEND
RESTPoCTOR PLATE ! FLANGE ALIGNMENT EXPANSION LAG SCREWS
WITH 1- DIAMETER 2" GATE
OR ANCHOR BOLTS
oRIRQE FLOW RESTRICT -OR VALVE
C /L'SUMP W /80X
CONTROL DEVICE, TEE TYPEDEVICE, TEE TYPE E SECTION
CATCH BASIN TYPE .2 C_ D SECTION ' o /I
PUMP STATION AND DIAMETER AS REQUIRED Is7DO881 NO SCALE %� C -5' NO SCALE
DETENTION! FACILITY LAYOUT C -5 3'
0_5 6 PUMP STATION
cwA9yTh0 C-5 (STDO81)
SECTION LEGEND - $ T��/ Tr■ �HKD &W KING COUNTY, WASHINGTON
/®�� �SECTION DESIGNATION ■ REVISIONS W (v` RENTON TRANSFER STATION
SHEEr ON WHICH ♦FO18�p�0 e • . iii ♦ SEWER UPGRADE PROJECT IN.. DATE OWN 1111 A111 DESIRIPTIOI
�J SECTION IS SHOWN P4970g8( O 'w°°„• ERSU AND ASSOCIATES PUMP STATION AND
64ATTLE, Asals,BUITE191 DETENTION FACILITY DETAILS
EXPIRES ]/1]/93 SEATTLE, 98188 12081788.3223
WYYP -3/- 2057 n
� N ucteci-710 As- ulli Rualla le-
S02oC -5R
FRAME & LADDER OR STEPS ROUND SOLID COVER
OFFSET. SEE NOTE 3. FRAME MARKED "DRAIN" WITH
& COVER ELrPEFRI. AN' LOC KING BOLTS
� -RIM=
OVERFLOW ELEV. TO PROVIDE DE- 4" MIN.
TENTION &OIL 16" MAX.
SEPARATION PER PLANS
1/4" SCREEN MESH
PER PLAN
PIPE SUPPORT(S):.�
3 "x,090 GAGE
S:0.0600
O8 '1 (STD048)'
LADDE
STEPS
\\
BOLTED OF'
GRADE
Fi
CLEAT
1.
IMBEDDED
.
GATE2"
IN WALLAT
3/4"=T-O"
O
H EAI
MAX, 3' SPACING
MIN, ONE SUPPORT
•
-:`
¢
O+
GATE
OUTLET PIPE INLET PIPE
OR PIPES
INVERT ELEV. - INVERT ELEV.
PER PLAN PER PLAN
12" CMP '
COUPLING
BAND
® e
1/4 MESH -
SCREENSIDES -
AND BOTTOM
PER PLAN
SEE DETAIL
THIS SHEET CATCH BASIN TYPE 2
12' DIAM. CMPC Up". BAND—
B LATE BOTTOM R G O MS
NOTES:
1. PIPE SIZES AND SLOPES: PER PLANS
2. METAL PARTS CORROSION RESISTANT.
GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1
3. FRAME & LADDER OR STEPS OFFSET SO
A, CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF
RISER AND CLEANOUTGATE.
C. FRAME IS CLEAR OF CURB.
AND COVER AB FINISH GRADE
.11.111BD
SET FRAME CONCRETE GRADE RINGS - INSTALL
P. 12" GRID OF N MORTAR
AS REQUIRED TO BRING MANHOLE
.3 REBAR
FRAM
E TO DESIGN GRADE
MAX. HEIGHT OF RINGS.
5 \;\ (ECCENTRIC PRECAST CONE
LARGE (201b.:) ROCK I.'; 'ryl \.\ -KEY-1 1011T
TO BE HAND PLACED {{
GASKET
STD. PRECAST MANHOLE SECTION
PLAN �STEPs
PIPE
DIA. GRAVI SEWER
12" MA INLET PIPE
3, 3 "HOLES _
///---COMPACTED AR
/ ry MOR o — / BACKFILL UNDER EP PIP PIPE
SMOOTH
_— I \ I I LL ~ ---------- - - - - -- 1� SLOPE o� NNE FORM GROOVED
VERY TO DIRECTION
+ cq o OF FLOW
- \ — UNDISTURBED EARTH
ELEVATION
WHEN SEWER VI, "FORM ABOVE
8.. FILLET OF GROUT OR
8' 0" 3,_o" CON.. AS INDICATED
PLAN 12 - LAYER COMPACTED
GRAVEL
PLACE ROCK BELOW 8•.""
DRAIN HOLE LEVEL TO %31 MANHOLE
ALLOW FOR DRAINAGE 6 j STORMDRAIN
:Ai -6 (STD020) NO SCALE
12. ��o�^� 2, No3 COLLARS
d`YJ 6 6" SLAB
SECTION } EXISTNG PAVEMENT
D OAF ME ICInOCUM A Nnatl
SECTION IY IOEPTH UNKOWNI \ 1 VAq EB AB gEp'D 1 EXISTING AROUND
LA HOT DIPEp tER WELD. CE8 i
2STORM DRAIN OUTLET OUTLET gTRDDTDRAL \�^
\ CONSTRUCT FRAME BY CUTTING C,_8 SECTION. SEE®g COAPACTED �L
\ OUT 8' X'10 PANELS FROM (STDO03). NO SCALE M
2 DAM. CM PIPE WELD OR
BOLT 1/4 ' . STL SCREEN TO / 95% MOOFED PROCTOR
10' MN. ' CLEAN ON -SITE DRY DENSITY IATSM D _R
P MIN. �1, ER A ME. HOT DIP GALV. pgANULAR 30L
\.SCREENED OPENING / ENTIRE ABBY. AFTER FAB.
/
TWO REQ'D.
\ - - -- - -- - -- IF BOLTED USE GALVSTL .HARDWARE -- - --
TYPICAL
BOTT -
OM VIEW oPExINp..
PLaoSS SIDE VIEW
FROP SCREEN
FLOW RESTRICTOR /OIL POLLUTION
%� CONTROL DEVICE, TEE TYPE
O- 6(STD0881 NO SCALE �.
114 OR I 1 R.
40DD
COMPACTED TO ROCTO 95% ME OSITYOIATSM D Pib671
CLASS S ASPHALTIC CONCRETE DRY D N
TOP COURSE: 5/8" CRUSHED ROCK CLEEAN ON
/ COMPACTED It.
BASE COURSE: CLEAN ON -SITE MATERIAL �� DRY DENSITY PROCTOR
)IL COMPACTED TO. 95% MODIFIED ° // 8TT (ATSM D 1557)
IOCTOR DRY DENSITY (ASTM D 1557)
REQUIRED EXCAVATION
MNMMM
`. SUBGRADE IF RM sD1LS1
PAVED AREA NON -PAVED AREA
10 PIPE BEDDING AND BACKFILL
C 6 (STDO63) NO SCALE
EX RA HEAVY
Y
DUT GRATE ..- p -
y D. 6 &C: ROAD STRUCTURAL SECTION 33o
NO. 3BAR EACH CI
NO, 3 BAR EA(
MINIMUM .5' MIN. 5 =0_02 =0.0
SLOPE 2:1 FILL
FILL
(EACH SIDEI Y. 300
'Y1 12" DRUB HED ROCK NATIVE 3
MN
.BACKFILL
PRECAST SASE z' MIN \ 0.00 0.50
ASUPEMEN AT THE" 11 GRAVEL ACCESS' ROAD PROFILE AND SECTION
TOP OF THE EASEI 9 BIOFILTER SWALE
C-E
(STD 0381 NO SCALE NO SCALE
—�
S:0.0600
O8 '1 (STD048)'
NO SCALE
\\
SECTION
GRADE
5" RISER SECTION
g CURB AND GUTTER
+ - NO. J BAR HOOP
2-6 (STDO19)
3/4"=T-O"
O
320
cD
¢
O+
2 - NO. J can NOOV
RISER SECTION
Nw
_ _
PERMANENT HYDRO- SEEDING
PER KING CO. STANDARDS
RURAL TYPE MIXTURE
DUi
1
7.5'
C/L
7.5'
310
NO. 3BAR EACH CI
NO, 3 BAR EA(
MINIMUM .5' MIN. 5 =0_02 =0.0
SLOPE 2:1 FILL
FILL
(EACH SIDEI Y. 300
'Y1 12" DRUB HED ROCK NATIVE 3
MN
.BACKFILL
PRECAST SASE z' MIN \ 0.00 0.50
ASUPEMEN AT THE" 11 GRAVEL ACCESS' ROAD PROFILE AND SECTION
TOP OF THE EASEI 9 BIOFILTER SWALE
C-E
(STD 0381 NO SCALE NO SCALE
—�
S:0.0600
�
S =0,T0p FINISH
� 0
GRADE
GRADE SLOPE
\\
fig :1
O
O
cD
¢
O+
EXISTING \
m
°. U_
o
GROUND— \
O
¢
o
>1DW Wo j
w
0:
w
o
HORIZ.
U
1 " =10' VERT.
mow
NO. J a EAOH WAY y `
7 TYPE 1 CATCH BASIN
C-6 (STD040) NO SCALE
1.00 1.50
ACHINED TO A TRUE
BEARING ALL AROUND
4 MANHOLE FRAME & COVER
C- (STDO21) NO SCALE
CA
HII
W
BODY
WT.-91 LBS.
5 HOSE CONNECTION BOX
C- ISTDO61) NO SCALE
CLEANOUT FRAME AND. COVER
5"
Fe,�
2' SO, GONE. BLOCK
AANG 0 1/2" x 8p
NCHOR BOLTS LAS WATER TIGHT PIPE PLUG
BOLT 3" ABOVE SLAB
FOOR FUTURE GRADE
A uSrMENTs
PIPE OD .1
E. PIPE
a5 BEND
OR 8 NCHN
WYE BUILDING SEWER
PIPE, IF REO'D R
fi" PIPE 1
a =° �To eUd
PPE. IF
12 „CLEANOUT
C -6 STD047)
1�
�^/wP- 3/ -2os2 (:on1s }RUCke.�. -i1D 14S �ui�} RDai I Q61�
50200 -6
SERVICE
1 "C, 4 #8 TO CKT 2, 4, 6 \ 1 "C, TELEPHONE TO TELEPHONE TERMINAL MAIN
IN EXIST SUB - PANEL'S" \ HF
��� MTS
\ — ELECTRICAL AO 30A
\\ \ CABINET 3 � 3P 3P
J
DOOR (TYP -2) —.� \ �
11/2" C (SPARES). STUB OUT 18" -0 — RETAINING
�p WALL EXISTING
AND CAP ® -2' -0" BELOW GRADE SUB - PANEL "B"
120/208V, 30
'(IN .TRANSFER 30A
10 STATION) ENG -GEN
3A C, 5 #121.1 % / /_1 (_p _ POWER RECP
3A-C, 8#12 1 1 1
(2 SPARE) I
CONDUIT AND J
HANDHOLE J
(SEE GET 1,
DWG E -2) 11 11 j
II j
II
I� I FS (3)
PNLBD "P" (SEE SCHEDULE)
Pump
CONTROL
CONTROL
\\\ l C PANEL
\ \\ GROUND ROD (SEE
\\ DETAIL 2, DWG E -2) PUMP 1 PUMP 2
ONE LINE DIAGRAM
`SEAL\ \ \��
(TYP) \
CLASS 1, DIVISION 1, APPLETON CAT. NO.
GROUP D, HAZARDOUS METER JB20G- M- VGL -2RE
AREAS 1"C 1 °GMFR'S VAULT ENCLOSED & GASKETED
`\\ 3 - -CABLE -_ - -_ SEAL GLOBE AND
INCANDESCENT WITH
,\
` - / C, 3 #12 - - - - - -- EAL GUARD, 20OW,
/ ) CABINET MOUNT
-----
TYP
i
_ '.KEEP 12 "Hx30 "W.CLEAR I
FOR FUTURE EQUIPMENT 1
FLOWMETER I _ I
II
OUTLINE OF
OVERHEAD w WET WELL
HATCH (TYP) PUMP STATION
PLAN
SCALE: 'A"= 1. -O„
SCALE
HOUSE
�^ EXIST POLE LIGHT
NOTE 5
p'C TRUCI
"T" CONDUIT
FITTING
EXISTING SUB-PANEL " B" IN _
ELECTRICAL ROOM (LOWER LEVEL)
ADD1 3 -POLE. SQUARE -D QOB340
TO MATCH EXISTING)
C
MARCO CAT NO.. NP1,
INCANDESCENT, 10OW,
r.FfI ING (RRA(.KFT) M(111NT
I--]
NAMEPLATE MANUAL
O
BERM ' TRANSFER
(TYP) MAIN SWITCH
AUTODIALER - (M TS)
W /RECP PHASE
MONITOR
O T'STAT 0
O LIGHT
O O 8 SWITCH C
0 0
R
PUMP ECP
CONTROL PNLBD
PANEL „P„
KAA12002
3#1'z
GENERAL NOTES:
PASSAGE
1. ROUTE CONDUIT 18" BELOW GRADE FROM
GRAPHIC SCALE:
ELECTRICAL CABINET TO BASE OF RETAINING
DIRECTORY
WALL, THEN EXPOSED (PARALLEL TO EXISTING),
\ 1I
DIRECTORY
PH
ELECTRICAL ROOM WALL. CORE DRILL WALL AND
LLL ",
30A rI
POWER RECEPTACLE
LOADS
CABINET LIGHT
1
OR 2
CABINET RECPS
ENG -GEN POWER
FLOW METER
3
4
AUTODIALER
3. LABEL FLOW INSTRUMENTS AS SHOWN ON INSTRUMENTATION
CABINET HEATER
5
6
SPARE
RAIN CAP AND REMOVABLE
SPACE
7
8
SPARE
5. EXTEND EXISTING POLE LIGHT CIRCUIT FROM FIXTURE
SPACE
9
10
SPACE
(SEE NOTES 3 & 4)
SPACE
11
12
SPACE
1" = 40'
13
14
NOTE 2
PUMP STATION I I
3 POLE SPACE
15
I
16
PHASE MONITOR
(FOR FUTURE USF,
I I
13P
(SEE DET 3, DWG E -2)
p4 WASy�C
17
1 18
SPARE
JI
��
PUMPS \\ SPARE
120/208V
14QF
AC, 30, 4W /SN, 100A
BUS
TELEPHONE
AND FS'S `POWER
ACB'S 1P, 20A
.. -�
SITE PLAN
UNLESS OTHERWISE NOTED
ELECTRICAL CABINET NOTE:
ELECTRICAL CABINET
L.'��t
PANELBOARD
"P"
SCALE 1' =40'
3#1'z
GENERAL NOTES:
PASSAGE
1. ROUTE CONDUIT 18" BELOW GRADE FROM
GRAPHIC SCALE:
ELECTRICAL CABINET TO BASE OF RETAINING
"
TELEPHONE '�
TERMINAL 1.
IN OFFICE
WALL, THEN EXPOSED (PARALLEL TO EXISTING),
STRIP
ELECTRICAL HEATER
ALONG. LOWER LEVEL WALL TO POINT OUTSIDE
ELECTRODE CLEANING ASSEMBLY
ELECTRICAL ROOM WALL. CORE DRILL WALL AND
LLL ",
SLEEVE CONDUIT THRU PER DETAIL 6, DWG E -2.
POWER RECEPTACLE
CONTINUE CONDUIT AND WIRING TO EXISTING
BACKBOX
SUB - PANEL.
�J
2• SIMILAR TO NOTE 1 ABOVE EXCEPT ROUTE CONDUIT
ENG -GEN POWER
TO TELEPHONE TERMINAL POINT IN UPPER LEVEL OFFICE.
RECEPTACLE
$8 GND
+ 3' -0" (MIN)
3. LABEL FLOW INSTRUMENTS AS SHOWN ON INSTRUMENTATION
+ 4' -0" (MAX)
DIAGRAM, DWG E -2.
NEMA 12 CABINET WITH
4. MOUNT VIEWING WINDOW ON ELECTRICAL CABINET DOOR
RAIN CAP AND REMOVABLE
DIRECTLY IN FRONT OF FLOW INSTRUMENT PANEL.
CENTER POST (SHOWN WITH
DOORS REMOVED)
5. EXTEND EXISTING POLE LIGHT CIRCUIT FROM FIXTURE
AT SCALE HOUSE.
FLOW INSTRUMENT PANEL
I 1
(SEE NOTES 3 & 4)
STATION
WP DUPLEX RECP
f,
( I
WITH LOCKING COVER
3#1'z
PASSAGE
GRAPHIC SCALE:
"
TELEPHONE '�
TERMINAL 1.
IN OFFICE
NOTE 1
�y
STRIP
ELECTRICAL HEATER
C�
ELECTRODE CLEANING ASSEMBLY
1 0 1 2 3 4 5 6 7
LLL ",
(UPPER LEVEL) —
\.
w
CABINET
PANEL GROUND BUS
%" x 1" CU
�J
POLE LIGHT
SEE DET 8, DWG E -2
\��
�\
FLOWMETER
$8 GND
ofVAULT
_ _
40 0 40 80
TRANSFER
CAULK ALL AROUND
I 1
STATION
HH,'
f,
( I
I I I I I I I 1
1" = 40'
NOTE 2
PUMP STATION I I
I I I I I I I I
CONCRETE FOUNDATION
I I
I I I I I I I
(SEE DET 3, DWG E -2)
p4 WASy�C
SPARE
JI
��
PUMPS \\ SPARE
FLOWMETER
14QF
TELEPHONE
AND FS'S `POWER
TO GROUND ROD
.. -�
SITE PLAN
ELECTRICAL CABINET NOTE:
ELECTRICAL CABINET
L.'��t
+o�� °�
SCALE 1' =40'
ALL CONDUCTORS ' SHALL BE IN (CONDUIT.
NO SCALE
CONDUIT AND CONDUCTOR .INTERCONNECTIONS
WITHIN ELECTRICAL CABINET SHALL BE SIZED
PER THE N,TIONAL ELECTRICAL 'CODE UNLESS
OTHERWISE NOTED OR SPECIFIED. DEVICES
D D11 11 JF2DN cTC
REVISIONS
�57 KING COUNTY, WASHINGTON DRAVnNC No.
R. ��� RENTON TRANSFER STATION
�/ 5020
SEWER UPGRADE PROJECT
SHALL BE IN NEMA 1 ENCLOSURES, MINIMUM.
E -1
AND ASSMATES
ELECTRICAL CONTRACT N0.
0102040
vwp -3/- 20 r2
C�,vstzLCteD- ilo R s- 3ui li" f��ai lablc-
3..
NON- SHRINK EQUIPMENT OR DEVICE e
RGS GROUT 0 NAME
316 STAINLESS
STEEL HOOK TO ELECTRICAL
OR CABL CABINET
HOLDER _ TYPICAL NAMEPLATE
SLACK CABLE SEAL
o o ° o DETAIL 4
o
°OO ° °OO NO SCALE
°o
oO�18 "(MIN) DEPTH OF
AGGREGATE BACKFILL
2 "C (MIN), WITH FOR PIPES (COMPACTED)
' 'BUSHINGS OR WALL
CABLE'. GRIP HOT DIP GALVANIZED a - u SLEEVE
END BELLS
MOUNTING BRACKET FILL
.FASTEN SECURELY TO CAULK
BOTH SIDES OF HANDHOLE
CONDUIT RUBBER
a SEALANT
POWER AND SENSING HANDHOLE .(TYP) w u (TYP)
DETAIL 1
.(POWER AND SENSING CABLE SHOWN, TYPICAL WA PENETRATION
CONTROL CABLES SIMILAR)
NO SCALE DETAl 6 ,
NO SCALE
CONCRETE _
91/4 GROUND ROD
r DIA _. HANDHOLE.. .. _. _.
LEVELING NUT (TYP)
11/2" GROUT UNDER BASE-
8' DIA° PLATE PER POLE MFR
COPPER WELDED ANCHOR BOLT WITH 45' CHAMFER
HORIZONTAL CABLE TO PROJECTION
<M GROUND ROD CONNECTOR PER POLE MFR FINISH GRADE
NO. 2 BARE C0:'PER T'll
TO OTHER '..GROUND ROD
(IF APPLICABLE) L II II L
3/4 "DIA x 10'-0" MIN Tlf 1-i ANCHOR PER
N0, 2 BARE COPPER TO COPPER CLAD STEEL I PER POLE MFR
STATION GROUND BU GROUND ROD a II II (4) #5 VERTICAL
'll ' W/ STD HOOK AT TOP
L1\ L2\ L3
MCP
CONTROL H1 [A-A-A-TH2
POWER
TRANSFORMER X1 X2 _ M _ M _
GROUND
BUS
BUS
DRAW OUT M
FUSE VT2 GND
(T YP -3) iDL'S TPM
\L NJ
TO OTHER
CONTROLS AND INDICATION
TYPICAL 3 PHASE MOTOR DIAGRAM
DETAIL 5
NO SCALE
CUTOFF LUMINAIRE
HUBBELL'RL -CD-
40S71- 032 -025 -0
OR .APPROVED EQUA'
GROUND CONNECTION .n -sue 25' POLE W/ 8' ARM
1, HUBBELL RTA05
DETAIL Z
�� _ - OR APPROVED EQUAL
NO. SCALE
POWER AND SENSING J -BOX, XP AND
a
ELAPSED TIME METER
NEMA 4 (0 RING): GUS TYPE WITH
CONDUIT
CLASS I, DIVISION 1, GROUP D
TERMINAL STRIP AND DOME COVER.
GND
HAZARDOUS AREAS
CONTROL J -BOX, NEMA 4. CABLE TO
HANDHOLE
M
CONDUCTOR CONNECTIONS MADE IN BOXES.
CONCRETE HANDHOLE WITH
PUMP FITTING WITH GLAND NUT,
BOLT AND TAPE MOTOR LEAD CONNECTIONS.
.LOCKING COVER RATED FOR
STATION NEOPRENE BUSHING AND
MAKE SENSINGAND CONTROL CONNECTIONS
300 LB WHEEL LOADING,
WIRE MESH CABLE GRIP
ON TERMINAL STRIPS
36"L x 24 "W x 18 "D MINIMUM
°o° 080
oa
RECP
3..
NON- SHRINK EQUIPMENT OR DEVICE e
RGS GROUT 0 NAME
316 STAINLESS
STEEL HOOK TO ELECTRICAL
OR CABL CABINET
HOLDER _ TYPICAL NAMEPLATE
SLACK CABLE SEAL
o o ° o DETAIL 4
o
°OO ° °OO NO SCALE
°o
oO�18 "(MIN) DEPTH OF
AGGREGATE BACKFILL
2 "C (MIN), WITH FOR PIPES (COMPACTED)
' 'BUSHINGS OR WALL
CABLE'. GRIP HOT DIP GALVANIZED a - u SLEEVE
END BELLS
MOUNTING BRACKET FILL
.FASTEN SECURELY TO CAULK
BOTH SIDES OF HANDHOLE
CONDUIT RUBBER
a SEALANT
POWER AND SENSING HANDHOLE .(TYP) w u (TYP)
DETAIL 1
.(POWER AND SENSING CABLE SHOWN, TYPICAL WA PENETRATION
CONTROL CABLES SIMILAR)
NO SCALE DETAl 6 ,
NO SCALE
CONCRETE _
91/4 GROUND ROD
r DIA _. HANDHOLE.. .. _. _.
LEVELING NUT (TYP)
11/2" GROUT UNDER BASE-
8' DIA° PLATE PER POLE MFR
COPPER WELDED ANCHOR BOLT WITH 45' CHAMFER
HORIZONTAL CABLE TO PROJECTION
<M GROUND ROD CONNECTOR PER POLE MFR FINISH GRADE
NO. 2 BARE C0:'PER T'll
TO OTHER '..GROUND ROD
(IF APPLICABLE) L II II L
3/4 "DIA x 10'-0" MIN Tlf 1-i ANCHOR PER
N0, 2 BARE COPPER TO COPPER CLAD STEEL I PER POLE MFR
STATION GROUND BU GROUND ROD a II II (4) #5 VERTICAL
'll ' W/ STD HOOK AT TOP
L1\ L2\ L3
MCP
CONTROL H1 [A-A-A-TH2
POWER
TRANSFORMER X1 X2 _ M _ M _
GROUND
BUS
BUS
DRAW OUT M
FUSE VT2 GND
(T YP -3) iDL'S TPM
\L NJ
TO OTHER
CONTROLS AND INDICATION
TYPICAL 3 PHASE MOTOR DIAGRAM
DETAIL 5
NO SCALE
CUTOFF LUMINAIRE
HUBBELL'RL -CD-
40S71- 032 -025 -0
OR .APPROVED EQUA'
GROUND CONNECTION .n -sue 25' POLE W/ 8' ARM
1, HUBBELL RTA05
DETAIL Z
�� _ - OR APPROVED EQUAL
NO. SCALE
CONDUIT
a
ELAPSED TIME METER
�I
CONDUIT
GFI
GROUND FAULT CIRCUIT INTERRUPTER
GND
GROUND
o
HANDHOLE
M
MOTOR STARTER
MCP
MOTOR CIRCUIT PROTECTOR
CONCRETE
WX 8 ANCHOR
°
MOTOR
I I
#3 TIES ®4
#3
OIL
OVERLOAD
FOUNDATION
45' 1° CHAMFER
RECP
'O
i" —
® ANCHOR BOLTS,
#3 TIES ® 12 ELSEWHERE
TS
TEMPERATURE SENSOR
TYP
(ALL AROUND)
V AC
1
L_
3" CLEAR
XP
HANDHOLE
a
ooao
o °o�
I
2' 0 "DIA
o
°o°
(MINIMUM)
BASE
17
o°
(DETAIL 7) --'
NOTE: CONCRETE STRENGTH TO EQUAL
u
2000 PSI BEFORE SETTING POLE.
o oo N�'O�b°o
'o°o
LIGHT POLE BASE
LIGHT POLE INSTALLATION
°�°oO
vo
°
00 0
DETAIL 7
DETAIL 8
12
24" (MIN) DEPTH OF5&
NO SCALE
NO SCALE
(ALL
AROUND)
AGGREGATE BACKFILL
Bi(MIN)
FOR DRAINS (COMPACTED)
CABINET FOUNDATION
DETAIL 3
NO SCALE
I
INDI-
FLOW FLOW
TOTALIZER
CATOR
4 -20
mA
120V AC FLOW FLOW RECORDER
TRAN S_ (DATALOGGER) I
MITTER
L _ MFR'S CABLE_
ELECTRODE
CLEANING
ASSEMBLY
120V AC
FLOW
Mo
ELEMENT
KAA12001 1
SYMBOLS
CONDUIT OR CABLE, EXPOSED
CONDUIT OR CABLE, CONCEALED OR BURIED
CONDUIT BENT TOWARD OBSERVER
CONDUIT BENT AWAY FROM OBSERVER
5 , MOTOR (NO. INDICATES H.P.)
CIRCUIT BREAKER (NUMBER OF POLES AS
INDICATED) NUMBER INDICATES CURRENT
INTERRUPTING RATING
3
COMBINATION MOTOR STARTER
(NO. INDICATES NEMA SIZE)
TERMINAL FOR EXTERNAL CONNECTION WITH
TERMINAL DESIGNATION
'j- THERMAL OVERLOAD HEATER
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
�I GROUND CONNECTION
�J JUNCTION BOX
POLE MOUNTED LIGHT
ABBREVIATIONS
C
CONDUIT
ETM
ELAPSED TIME METER
FS
FLOAT SWITCH
GFI
GROUND FAULT CIRCUIT INTERRUPTER
GND
GROUND
HH
HANDHOLE
M
MOTOR STARTER
MCP
MOTOR CIRCUIT PROTECTOR
MS
MOISTURE SENSOR
MTR
MOTOR
MTS
MANUAL TRANSFER SWITCH
OIL
OVERLOAD
PM
PHASE MONITOR
RECP
rtECEPTACLE
RGS
RIGID GALVANIZED STEEL
TS
TEMPERATURE SENSOR
TYP
TYPICAL
V AC
VOLTS, ALTERNATING CURRENT
WP
WEATHERPROOF
XP
EXPLOSION PROOF
MFR'S / L
CABLE f%C�ak %.J17� �yTv° W c
1p
rp A o
2
INSTRUMENTATION DIAGRAM
NO SCALE
GTG API. R.W. DESCIIPTION vs Y�Y/X�Y// 16-J�.LI
AND ASSOCIATS
wwP- ai -2oss CorostpacteA- 16 Prs- dui(tHuailabf -
4'11f¢
or
�O ReGISfEF�,[t�'
�S
/t1NAL F,N�
KING COUNTY, WASHINGTON
DRAWING No.
RENTON TRANSFER STATION
S020
SEWER UPGRADE PROJECT
E -2
STANDARD
CONTRACT NO.
ELECTRICAL DETAILS
C10204U
wwP- ai -2oss CorostpacteA- 16 Prs- dui(tHuailabf -