Edgewater on the Tualatin No. 3 ' 1 1 1 I 1 1 x I 5
+5 322 321 MATCHLINE SEE PLAN AT LEFT 1 334 41 347 MATCHLINE SEE PLAN AT LEFT
XSD XSD XSD XSD xsD xsD-� b+•B•}M A7MH A7 rn I -
- +555+5G 36
LF351 36 LF 31.8 I I I
3 5=0.0200 s=0.0200 INSTALL FIRE- I /
323 41.036 LF IE=149.82 IE 150.08 >����g®go
® 5=0.0200 - ---- HYDRANT ASSEMBLY I I I x �/
x EXISTING SW FISCHER ROAD EXISTING IE=149.53. (COT DETAIL 542) INSTALL N J
IRRIGATION IRRIGATION INSTALL ; 8" TEE I I 346 I [T]503-941-9484 [F]503-941-9485
-xw xw xw xw METER xw " xw xw METER xw xw 335 I I 1
1 22 1/2' I I I I x
324 BEND -- w- W-w I
RESTRAIN x x x W x W
ALL JOINTS ----- --- Q 5+158+4G ♦ - INSTALL 8"
(TYPICAL) - - \\� m GATE VALVE
W 39.8=0.0200 yQ- F / 55�� (AT RETURN) I RESTRAIN DATE: 11/26/2012
I `" 1 IE=148.89 / • �$$MH ; ALL JOINTS 336 I I I 345 I x REVISIONS
TRACT "Y" x Q a w A7 (TYPICAL) 1
1 TRACT "X" x z CONNECT 2 - 1" SERVICES TO x NO. DATE DESCRIPTION
H - INSTALL SSMH ---- -
W REMOVE EXISTING BLOWOFF I (� 22 1/2• c/c A6 EXISTING 8" WATERLINE (TYPICAL)
INSTALL 8"
(,) ; CONNECT TO EXISTING 8" I I I N �7 a 25 BEND / I GATE VALVE 1" TAP TO BE DONE BY APPROVED
DIP WATERLINE AFTER I I I x 3 0 / SSMH I COMPANY/CONTRACTOR ON ANY x
I TESTING AND DISINFECTION 3" 37.436 LF j ♦ A5 I (AT RETURN) I EXISTING IN SERVICE MAINLINE
W ; INSTALL 8" GATE VALVE N x m S=0.0200 4+94 332 1 ; 344
I F 1 I Z IE=148.49 w 36 LF27.1 337 u
1 333 1 1 348 I Z: s=0.020. I I I I
Q RESTRAIN I-
Z 3 I I x ALL JOINTS I IE=147.99
1 CONNECT 2 - 1" SERVICE S TO x
M EXISTING 8" WATERLINE (TYPICAL) (TYPICAL) 1 s I W _
1" TAP TO BE DONE BY APPROVED 1 326 3 I V ; 2 SERVIC TER ♦ I " w w
COMPANY/CONTRACTOR ON ANY ��-5'2 I a vU1i I z
I 35.436 LF o 4+52 331 w (COT DETAIL 520) I I 343 I Z X
(q EXISTING IN SERVICE MAINLINE _ ; I z I
I I I Ial
x 5=0.0200 } z'Yr LF 27.5 I J I (TYPICAL) I I I W w321 1 ; I 334 I 347 1 x IE=147.10 I I Q> s=0.0200 I ILI ;� I I 24' STORM SEWER Q a
-. I IE=146.69 I �' I 338 & SANITARY 3
MH A7 MATCHLINE SEE PLANATRIGHT MATCHLINE SEE PLAN AT RIGHT 3 I Q 13 SEWER EASEMENT " H
S 36 LF0.0200 I I I I I I ' I Q I Z ¢ 1 TO BENEFIT CWS X CO
INSTALL FIRE I 327 3_ I cs
IE=15044W4
08 HYDRANT ASSEMBLY I I I I x 4+1gq+}� Q I M o 1 I N I I F
xDETAIL 542) INSTALL I y35.434-LF 3: i+18 4+11 330 i I 339342w
8" TEE 1 346 1 5=0.0200 �+LF28.1 AS-BUILT
335 I IE=145.84 N 5=145.30 3pz-H' I I EXISTING MAINLINE TO BE x DATEW-W I I x x 1 IE=145.38 1 VIDEO INSPECTED 20
EITHER SIDE OF � �
INSTALL 1" IRRIGATION I I SSLNB I m I PROPOSED MANHOLE FOR
3+81',rl-&i 3 �+ I I SEE SHEET 7 N CWS ACCEPTANCE x
32836.436 LF I METER & BACKFLOW I I x
S=0.0200 SSMH PREVENTION DEVICE ; 340 1 1 341 I I }
IE=144.76 A4 329 2+784+44• I I
• \ 22.94+LF I 1 INSTALL FIRE
1 \
HYDRANT ASSEMBLY
P
EXISTING 1" WATER METER INSTALL 4 \ S=0.0200 `------ H Y 6447 E
ADJACENT TO 131ST AVENUE 22 1/2' IE=142.10 I ,INSTALL 8" TEE (COT DETAIL 542) Gid
J SSMH _
SERVING TAX LOT 2S116DB 2400. TRACT "Z" BEND A3 -- SSMH '� RESTRAIN I SSMH ORE N�
1tD TO BE RELOCATED ADJACENT TO \ INSTALL ; ALL JOINTS Al ''r 3�• o`'
PORTIA LANE AND CONNECTED _INSTALL 1" IRRIGATION .°. \ �Q 22 1/2' (TYPICAL)
B �'t
SANITARY LATERAL NOTE TO EXISTING 1" WATER SERVICE - METER & BACKFLOW y BE SW PORTIA LANE )
ALL SANITARY LATERALS ARE TO BE 4" TO SAID TAX LOT PREVENTION DEVICE INSTALL ♦ SS _ss-s ss-SS - • SS-55-54- 5 -S • x
D-3034 PVC WITH A MINIMUM SLOPE OF 22.1/2' . ; - EXPIRES: 12-31-13
WATER METER 2 BEND
2%. ALL 2"X4" SERVICE MARKERS ARE TO EXISTING 1 1/2TRACT "AA" -
BE COLOR CODED GREEN. ADJACENT TO 131ST AVENUE 2 8" DIP WATERLINE
SERVING TAX LOT 2S116DB 2400. '-xw w xw N2
Q TO BE RELOCATED ADJACENT TO INSTALL 8" XW x
7 v �� - GATE VALVE (2)
TO
LANE AND CONNECTED x xW • EDGEWATER
TO EXISTING 1 1/2" WATER (AT RETURN) CONNECT TO EXISTING 8" DIP
SERVICE TO SAID TAX LOT 3+12 2+90 2+53 4+9+2+02 11+65 q Rq +22WATERLINE WITH JCM 432 OR EQUAL
TRACT "A" 1 37 LF 34 LF 363 34-LF36.8 37 LF 34-LF35.9 34-LF38.4 SIZE ON SIZE TAPPING SLEEVE ON THE
S=0.0100 S=0.0200 S=0.0200 S=0.0200 5=0.0200 5=0.0200 INSTALL THRUST BLOCK PER xl x
TAX LOT IE=141.82 IE=141.67 IE-141.49 MANUFACTURERS SPECIFICATIONS
6" LATERAL IE=142.17 IE=142.02
-xss 2S116DB 24009 Ss IE=141.80 1 2 3 4 5 6
W MIMH
N FF ELEV= MIN FF ELEV=I MIN FF ELEV=I MIN FF ELEV= MIN FF ELEV=I MIN FF ELEV= _., c15 49 TUALATI N
150.00 #lsoas
150.00 150.00 150.00 150.00 150.00 I x]
160 CLASS "B GRANULAR BEDDING BACKFILL(CWS DETAIL 590) 160 NO.EXISTING SANITARY LATERAL
44.94 LF 8" D-3034 SERVING TAX LOT 2S116DB 2400.
SANITARY SEWER 981•}''F% 41.99 F 8" D-3034 EXISTING GRADE TO BE CONVERTED FOR USE BY
0.015E-_-- SANIT RY SEWER ®9:94}3 OVER PIPE WATERLINE CROSSES LOT 6 AT SUCH TIME AS SAID
_ 0•�� OVER STORM LATERAL TAX LOT IS CONNECTED TO NEW
--- 0.5' MIN CLEARANCE SANITARY SEWER IN PORTIA
_ PROPOSED GRADE LANE. POTHOLE TO VERIFY
OVER PIPE LOCATION AND CONDITION PRIOR PUBLIC
3' MIN. DEFLECT WATERLINE _ TO CONSTRUCTION OF SANITARY
�� UNDER S ORM SEWER SANITARY
COVER -- SEWER IN PORTIA LANE.
PROPOS �� 0.5' MIN LEARANCE ---
150 ATERLINE ------ ---- - 3 150
PROPQSED 12" COVERVER LINE A &
STORM SEWER
wn a R09, gvR
_
PRO-PO-SED-12-
"
STORM SEWER
o -
--
WATERLINE
SEWE0 " PLAN &34 8ATERLINE® DEFLECT UNDER STORM LATERALS
540.5' MIN CLEARANCE
PROFILE
C,
SAN/
34m
140 a ^ 0.5' MIN CLEARANCE
" 204.11 LF 8" D- 140
a NARY SEWER 0 11157 LF 8" D®939i m �N 9 3: ATERALS AND STOR SANITARY SEWER 0.0050 w 9 MAINLINE AT 0 2
oo a+
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= II. m PROJECT NO.: 395-005• IIc w �wH0 N+�= cw0: z0 TYPE: AS-BUILTw w 0 mo
wmII E Iz E REVIEWED BY: PRE
0
SCALE
6+00 5+00 4+00 3+00 2+00 1+00 0+00 ao o 15 30
PUBLIC SANITARY LINE A &WATERLINE - PLAN & PROFILE 'I INCH•30 FEET
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=5' WASHINGTON COUNTY CASE FILE 11-910
N:\prof\395-005\09 Drawings\OS Asbuilts\Sheets\395005.(6) Sanitary A.dwg - SHEET: Sanitary A Dec 03, 2012 - S:OOpm jeff