HomeMy WebLinkAboutWWP2703365.4W
a:
I4j
Q'
X
7-
00
71 c RE ENi
j
-A & N[
r .. 7
Lc)
I
L0 w
o Z
C*4
cl))
0)
0
moo
c6
00
r%ol (D
31 IF AB
6'0 PVC
EX. SSIMt H
02.00% MIN.
R i k"I = 2 9 6,
CONNECT TO EX.
X? SEWER MAIN. IF=12-6'(CENTER CHANNEL)
32LF-6*0PVC
(1D 02.00%
I.
3LF-6*OPVC
02.00%
7
THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR. WARNER ENGINEERING HAS NOT VERIFIED THE
ACCU AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE
RESPONSI LE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED
D HEREINA RESULT.
31 LF-6"OPVC
wa U? C A .1x 9116% h t4
Uuln� U U 10�
C(2§
2 % h IN.
SSO AB
Lli -------
> (j)• V_ 18(1 28LF-6*OPVC
11 01 02.00% -cT ry C6 k'w . I V
I _j , 1 .1 .
fm, -, .: k •()Ir,1 I -I I 'l Ij --1 1 " !I J, -, -I
C) IV, : � j", j �1 11 ; I A !'(!I
z E6
9
4. SSCO
w lu ,jl 0
LLJO L0
!R RIM=2.&W25
NJi Z C14 cs i
6 1,' U . '. 1; - - I
V) w --\ - I -_ IE=21-rW21.49AB
_::- " v__ lix-��.% 23
R
7
0 Li LLJ > w
677 (J
23V-AB
X ----,W-6*OPVC
z 26.79A8 44Mlw*?ll:4 7
SSCO'
C/-)
c-,)m
x,
02.00%
Lai -IE=2.3.19AB t D
v M
-D LL_ o
... >
C) 0 ry 6. C 2 4 5
Si. Fy2
"A
M (:32D IL
OiL/WATER SEPARATOR 6.41
0 AB D
-,,110RY 41EE-1�'iL F�R'Afl*,__ RIM=.2.W
26.44AB
M 0 i 'n
17
C,4
q. IE(IN)=2.0At 20.76AB
RIM=-25rW &
N
-150 SW (;TIC STREET
0 26.
X
RENTON, \Q-_O B
M 3: NASHINGTON .,)1E(OU`T)=2DA224- 20MM f 1Ei;24.W21.75A8
0 ssc
kj)
C.) 4 '7;
0
\ \\^J r
24,._7
SON RIM= 2
e
02ff-AB
EX MIN RIM aEW=*-VW SS%,u IE=
A6b"-6*OPVC
k-
RIM=274W26.7 S
RECLAIM VAULT 2
IE=-2l DS
N.,
LLJ 33LF-1 5"OPVC
02.00%
il) MH RIMS 26. 6:L o
0 � 1� , 0.1
M! +49+RffieGE9 Vi OZONE RETURN T Q1,
9 R A* ES 2 6.6WB 3LF-AB "A
'j, d
TANK -1
IE IN �t-6"OPVC e);�: j
3
fill ---
IE(OUT)=2+.ft23.88AI3 02.00%/
-RIW=',26-.M6.19AB
*0PVC SCH/
SSCO
SUCTION 1UN UNLb IV
ZX1,
X X
5
IE=, �.210W
TANK 2
L)
D_ 0 1 RIM%a
4
.7 7 •47
4-
FN;i
7,
RECLAIM 4K 1 T
N
D S
4D49N 44
26.6W wil
-A
AT \25.
26.65AB-40 PR;FOC6 r \v-
I, t
4
fthh, s � • -a
6AB
IE(OUT)= 2319
- --SD
2741 64 Pvc SD J
z J
QUWAME SEPARATOE SIZING 02.00%
CONNECT TRENCH 4 6.3
OIL/WATER SEPARATOR TO BE CONNECTED TO CAR WASH
RAIN To -.,SEWER
D ! I' ! : e. - .. a , . _ \� ��� '�
FACILITY AND FLOOR DRAINS IN ENGINE WASH BAY ONLY. I
6"SS IE=23.26
z
0
Ln
cif
0
z
'D
-AB
)0 4-
%
9
11 4
5. 6
cl _;F REI
ENGINE WASH BAY (PRESSURE WASHER HOSE RATE) 5 GPM ' 6 PVC I
CAR WASH FACILfTY 6.25 GPM
AN 1P
02.00% 1 T 0 11 LOT U,
TIRE WASH PAD (PRESSURE WASHER HOSE RATE) 5 GPM
TOTAL 16.25 GPM R E CO Ht 0 1 Mw 0 IM" i
!2_
A
5`
Al
USE HANSON PIPE & PRODUCT!' OIL/WATER SEPARATOR pl
MODEL 466-S OR APPROVED EQUAL
(CAPACITY :17.7 GPM) CONSTRUCT 24" I.D. RISER TO SURFACE
W/LOCKING M.H. COVER, H2O LOADING
USE HANSON COVER
NO. 02-R. WITH GAS TIGHT 26.6,3AB
MANHOLE RING AND UVVtA 12 tp MIN
AND 2-CLEANOUT RINGS
USE HANSON COVER J 3 b tJ 4 AND COVERS. EXTEND TO
NO. 02-R. WITH GAS TIGHT
MANHOLE RING AND COVER
OrTING ANCHOR B FINISHED GRADE.
OIL WATER
6" PVC TEE'
AND 2-CLEANOUT RINGS
SEPARATOR
AND COVERS. EXTEND TO ......... ..........
FINISHED GRADE. 6" PVC FROM IE 29.99
CAR WASH DRAIN
OIL WATER GENERAL NOTES: 23.96AB
W,
"!iii;&_ 1�66F_�;s SEPARATOR A T. BAFFLES ARE COWRETE
17.7 GPM FLOW RATE 2. GAMNIZED SIUL BAFFLES LIP01 REQUEST
RM -11 '0 '? .. 6`0"
AT 30 MIN. RETENTION 6, 11�1 3. PIPING Af�6 IEES BY OTHERS
511
530 GAL. MAX. CAPACITY 4" VENT TO4 17.7 G.PH, FLO',7 RATE 1430MINUTE REMITION
5.133 GALLO,% PER VERTICAL FOO1 (INSIDE f 1EIGHT)
-
AT 4'-O"LIQUID DEPTH
6,530�ut`LLOi'ISI,ii'AXII.iIJI,IREIF.11110:IAT 471.1QUIDL EPT.4
BUILDING
1 7 IT IS PCE RESPONSIBIL11YOF OVIM TO MICE IIIIS UNIT 3' 0"
DOWNTURNED ELBOW 2'0"
0 INLET
-:01,1EP #410
D L A
-7,%
1500 GAL MIN CAPACITY
BJ 6" PVC TEE
TWO COMPARTMENT
LIFT ANCHOR
-E-
•OUTLET IE=2e.24- 110'
OIJTL,E-r 514,FFLE 202W
GRIT
RETAINER an T--F:-E - RECLAIM TANK 1
5f - 211 "INLET WEIR2
...............
0
roll............. .................. ......... ............... .. .... .
F6
2 - '/2' [)I/\.
HOLE LIFT'NC-
51 r
DAH # 46�3 - 5 ► -611 -01,
120 _j5, 6„
MIN.
y
15AFFLE-
G-RIT RETAINER
WEIR [ 3AFFL[: INLET IE=29.49 SAMPLING TEE 2' 0 OUTLET J
5-
20.76AB
A:
5ECTION 13113
SECTION IViiii
.19). rititribing to �7c 15upplied by contractor'.
(nJ. Optiorlal i are available. No-rE: (a). Phirribing to bc!5tjotlilicici by c0mtt-arctor.
i lb�A Optional covers are available.
TITLE PAGE DATE 8 cl 19 TITLE PAGE DATE now
Ems MEN
Vault 466-S 223 11-01-04 no"'Hansion Vault 466-S 224 11-01-04 8"wHanson
f I � I
AWING I
NOTES:
1. ALL WORK SHALL BE AS REQUIRED BY
THE CITY OF RENTON
2. CONTRACTOR TO FILL OIL/WATER SEPARATOR
WITH WATER PRIOR TO CLOSING COVER.
26.65AB
GKU�iti SECTION
1UN
CONSTRUCT 24" I.D. RISER TO SURFACE ...... . ......... -
W/LOCKING M.H. COVER, H2O LOADINGlill
26.77AB 26.69AB
12" MIN
-6" PVC TEE
6" PVC FROM IE = i6.89
TANK 1 23.92AB
6'0" 5' 2"
1`4"
1500 GAL MIN CAPACITY
TWO rr)kJPAPTAJP'MT
IE = 23,99
23.96AB
L-EGEND
EXISTING
PROPOSED
CLEARING LIMITS
CONTOUR
-25.0
SPOT ELEVATION
338.00
STORM PIPE
-SD
CATCH BASIN
0
STORM CLEAN OUT (CO)
0
(Dri
STORM MANHOLE
9
SEWER PIPE
SS
SEWER MANHOLE
SEWER CLEAN OUT (CO)
0
WATER PIPE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
Wx
POST INDICATOR VALVE
t>d
GATE VALVE
Dll�
WATER VAULT
(B
WATER METER
BURIED TELEPHONE LINE
LD
BURIED TELEPHONE RISER
p p
BURIED POWER LINE
p
UNDERGROUND POWER AND
TELECOMMUNICATION LINES
UTILITY POLE WITH GUY
NATURAL GAS LINE
_G
NATURAL GAS METER
SIGN
LIGHT ASPHALT PAVEMENT
CONCRETE SIDEWALKS
7
ASPHALT THICKENED EDGE
CONCRETE EXTRUDED,
VERTICAL, OR MOUNTABLE
CURB AS NOTED
CHAIN LINK FENCE
WOOD FENCE
POST AND WIRE FENCE
BOLLARD
•
FOUND CONTROL MONUMENT AS
NOTED
Ij
FOUND CORNER MARKER AS NOTED
PROPERTY LINE
DEMOLITION AREAS
�xl L L, X x 1_1
EASEMENT LINE
AREA LIGHT
RAILROAD SWITCH
POWER BOX
POWER METER
POWER TRANSFORMER
POWER VAULT
SIGNAL CONTROL BOX
STREET LIGHT
SIGNAL VAULT
CLIMATE CONTROL UNIT
TELECOMMUNICATION JUNCTION
BOX
TELECOMMUNICATIONS VAULT
TRAFFIC SIGNAL POLE
LIGHT VAULT
IRON GATE POST WITH SWING ARM
OIL TANK
i0i
COMPRESSOR UNIT
UNKNOWN VAULT
6" PVC TO
TANK 2 r
Z
SURVEY BY:
HEBRANK., STEADMAN &
1-1/4" PVC OZONE ASSOCIATES, INC., P.S.
RETURN LINE FROM V6
RECLAIM UNIT PROFESSIONAL LAND SURVEYORS
-49
6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (206) 762
lr
Q' BASIS OF BEARINGS:
VU[�i PLu:NNC',!,, S1p'A1PT:.Pj
RECORD OF SURVEY
t t, i F V F Y 1! 1 V, -:,N I T S -1 A _,1416!
VOLUME 118 OF SURVEYS, PAGE 66,
k2
RECORDING NO. 9711149001
DATUM
113 NAVD'88 - VER
CITY OF RENTON BENCHMARK
BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS
DESCRIBED AS:
FOUND 3" BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK
STAMPED *KING COUNTY SURVEY MONBENCHMARKUUMENT
IE -24.88 STA 311 1973*. LOCATED ON THE NORTH SIDE OF THE
23.8W DRIVEWAY IN FRONT OF BUILDING NO. 604 RAINIER AVENUE
SOUTH IN RENTON, WASHINGTON. ELEVATION= 27.855 FEET
> (NAVD '88-VERTICAL DATUM) PER STATE OF WASHINGTON
A , tv SURVEY CONTROL DATABASE POINT ID NO. 6168 AND POINT
6" PVC TO NAME DESIGNATION "RENT1920".
SEWER 3
2-2" SCH 80 PVC TEMPORARY BENCHMARK INFORMATION
SUCTION LINES BACK
TO RECLAIM UNIT T D it *A*
SET PUNCHED -X MARK ON TOP CENTER
OF FIRE HYDRANT. ELEVATION=28.91 FEET.
T.B.M. ll SET PUNCHED ii MARK ON TOP CENTER
OF FIRE HYDRANT. ELEVATION=28.85 FEET.
0 30 60
11,0"
SCALE: 1 30'-0"
RECLAIM TANK 2
3
CROSS SECTION 5.0� SANITARY SEWER AND WATER PLAN
t B 1' 0 3-3 650q, s7- 3 3 (o (5 a-,"