Plans WATER NOTES: E
4
,~1 } INSTALL 1"WATER SERVICE PER DETAIL 520,SHEET 05.01,
A
51149,A t WI/SAGE h t ma. a
CrSC`+tt 5 A A s WI TWA R
{ ,,,' TRACT C IFUTURE PUBLIC PARK)IRRIGATION PER DETAIL 520 Fta V
I II A 530,SHEET 05.01,
STA 114+99.68,29.24'L RIVER TERRACE
p 67 66 65 64 , O t; 4"�rz 1 S 63 62 61 60 59 58 0
J( 1 ▪ +'.� i INSTALL 1"WATER SERVICE WITH 1"WATER METER TO SERVE
t.00 SANITARY SEWER EASEMENT TRACT H(FUTURE PUBLIC PARK)IRRIGATION PER DETAIL 520E 1
TYP. 18 530,SHEET D5.01.
- 1s STA:20+60.92,17.50'R STREAMWOOD i
,/ A fJJS��� 3A 1
x .a r" ' T s A INSTALL t WATER SERVICE WITH 1'WATER METER TO SERVE i
es' J)iI I i , CI _„,"„ PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVD, i
A . lC NORTH OF JEAN LOUISE FEB DETAIL 520E 530,SHEET D5,01.
6 yZ 13 j tl STA:13 OH 36 77 SOL 165TH
SO
I8" 5501. t
SW 165TH AVE STA.13*56.83,19 00 ,A {
• •' 2 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542,SHEET 05.01. 1 '.
I - 1 - 1 -t. IV
F- -4 SD tt
l I - _ 1 - I
15.00 ss • 1450 - 3-DO —' - 'A:-00 ,. Ss 11+D0-- y� A 11+57.47,19.00R 7665TH 1 .
4! d •� �° `.. ■i■ STA'7526 36519.001 R 66TH 1 :'`.c;,:
A
_.� _ _.. .�-,. ... STA:9+87.12,19.00E 166TH
I o L:1 STA:t8+48 75,18,88E STREAMWOOD I DAC1.Fr,,,,eic, „,
AMJF T3ESlCal.
I •
STA 110+15.27,29.50R RIVER TERRACE
... `�I - STA 7/2+39.68,29.50R RIVER TERRACE 1256a SW Main Street Tigard,OR
I I 4 1 2@ E 84 N STA:114+52.82,43.61'R RIVER TERRACE i Ti{ 503-941-9484
x Pi
1 �,6 -rep. {3 t INSTALL 8'MJ GATE VALVEgT}1i 97223
1 I - I 73 74 75 76 77 80 81 82 63 / rlf \\\ TA:13 96 g6'3 i .'TI3 1
/
- I `� SEA:
:7+1;68312. 11 766 1 DATE: 7/5/2022
■ -�ry5 STA:16+65.76,8.801 STREAMWOOD
( TRACT J N STA:18+87.76,34.503,S'TREAASWOOD
3 Jf I 78 79 1 -I /^�\ STA:21a12.93:8AZRS�TREE'AMWW8OD REVISIONS
x !; ■■■ Y��Y 2 - s INSTALL 8'X 8'MJ TEE
SURFACE 7XVJNAGE / ( ■ 111 STA 14+78.59,72.00R 165TH O. DATE DESCRIPTION
1 1 1 t so so-Tf1ACT1 so so ___.♦ 86 STA 18+BL76,8.76'RSTREAMWOOD
/1- A r .. ., <s - ss-—_-SS TT INSTALL 8'22.5'MJ BEND �, Ot/16/2023 IRRIGATION
/ �� t....a STA 2+21.35,10.00'R TUSCANY j
/ 1 SR Y,D STA:2r23.42,70.86'R TUSCANY 4]
/ 0
x ! f 1 1 71 v 87 56 INSTALL 8"45`NJ BEND
RR STA:16+68,24,24.65R STREAMWOOD I
t l / 1 '- r co STA:16+78.37,24.13R STREAMW000 1
3 2
{ y"f 1 I V a 99 98 97 95 94 TRACT# 3 42 91 40 r 9A INSTALL 12"11.25'MJ BEND
j iiTYP C
BB STA:116+16.50,4.33R RIVER TERRACE
e' 1` (3 � 1 3 i 0
9B INSTALL 16"11.25'MJ BEND i
'�/ e UdtWNf 'WAIT*OVUM
_7 C N-." ,. -- - - — ,._"""-._-- _._. __._lam_.._ ) -' yK,, STA:176+76.09,9.36R RIVER TERRACE 1#
C7 - • -5 t 1 t it D n INSTALL 16'X 16'X 8"A41 TEE 1
x i 1 -'. • -+ j •+ �. • /�s� STA:714:83.28,12.0TR RIVER TERRACE I
4 ... 1 I - _�__ _ _+ - ! I-- (. 7 I 1 - 1 -,, _ '-'E-_. " __'.)'_. - i ^- —I- -4 TO / \ INSTALL 16"BUTTERFLY VALVE 1
42 .jg) 34 10+00 1! 9+00 I5W�1y,TSI AVE $•70 71-0D �' ia00 R y, 1 STA:110403.12,12.91'R RIVER TERRACE
,CRAB HA ( O it d? a• - - STA:115+09.49,9.41'RRIVERR TERRACEE
STA:115+09.49,4.41'R RIVER TERRACE )
p /// n REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8" t
WATER LINE.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
x
1I 133 m EXISTING WATER MAIN PRIOR TO CONNECTION.REPORT
aK 108 � 2 1 2 (TI CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD �k '
' 1 it! TYP, -3 WATER DEPT.
g�,. ., 145 144 193 142 141 340 TRACT 0 139 138 137 138 135 134 it
STA 2+28 42,10.86'R TUSCANY ' ,t
1 r7K 1 132 I al
. _
STING 12"
3 1 a 131 (� A WATEREUNE.CNONTRACTOR TO VEG BLOWOFF AND RIFY DEPTH ANDNNECT TO I LOCATION OF 1 .1w
o x I. 101 -t EXISTING WATER MAIN PRIOR TO CONNECTION.REPORT GVCJL.
u $ TYP„ I CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARO
s? -t. 1 _. .... .F 4. 130 WATER DEPT.
R i
A i
i _ ___ TRACT L _ SEA 116+78.79,4.00'R RIVER TERRACE -'
1 S 102 13 !cs , REMOVE EXISTING BLOWOFF AND CONNECT TO IXISTING 16"
x \tk 129 WATER UNE.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF 1
F A1HR iuAtm `
N FACILITY FASF+AENr 1 IXISTING WATER MAIN PRIOR TO CONNECTION.REPORT RIVER
yA 1 CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD 1
a03 4. 128 WATER DEPT.CONTRACTOR TO VERIFY.USE REDUCERS IF ; TERRACE
c - 105 106 107 108 109 110 111 112 113 114 115 TRACT N 116 117 118 119 120 121 122 123 124 125 NECESSARY. a
3 _ w I 127 so STA116+58.31,9.00'R RIVER TERRACE TOWN CENTER
3 n I lO4
( INSTALL 16"X 16"TEE WITH TEMPORARY BLOW-OFF PER DETAIL
'•x 3 1 1 /A' 1 • 570,SHEET D5.07.
rii t I /2` NP. QTw
w I '`. r 1 126 $I STA:176+44.32,8.76'R RIVER TERRACE
''• ....... ➢ ± I A .` A TRACTM A t
_A 9. WATER PLAN
l�Y_ i 1 1 1 1 GENERAL NOTES:
}. '"' -' 1 SW RIVER TERRACE$LVD 1 1 1 i # 1 1 1 i
... i6'§SOIa 1 1 ALL PIPE AND. l -I .r;rii n�m _ a _,L- _ .m 1 a.m jiP_410� ae"I - a Ico _ .. '•I 7MG . --1
t. CEMENT LINED,IOFINGS SHALL BE DUCTILE NEW MANUFACTURE AND ON
,,..__ -
.y: -16AD' -• 11.s0O _ 7t4.00 313-0D _ 112+00 1%T+00' 710.00 :104/0G DUCDTILE IRON, LASS 52 ALL FITTINGSE IN THE USA.PIPE SHALL BE OSNALLINT
E i --
ROW:500 so ( MJ(MECHANICAL JOINT)UNUESS OTHERWISE
i SPECIFIED. Qtl�n4f,j�,-�y,
a ��SS,, w
E 9A SIGHT DISTANCE i 2. MIN.HYDRANT FLOW RATE=1,000 GPM @ 20 PSI. 941 N.Er-. r
y 13A FASEAfEN; AD, '
I 3, HYDRANT FLOW TEST HAS BEEN DEFERRED. ' 5_O..P'ER
U
� �'�"KJ_d�Z--V �:JUKE 3
SURFACE DRAINAGE TRACT C RENEWS:DUNE 30,2024
EASEMENT
0 131Pt6 Q.ue7err4a- BLS -
PROJECT NO.: 1484005
gTYPE: CONSTRUCTION
a O SCALE REVIEWED BY:
N L FEET
1 INCH=40
ao
i50 1
a
_ _. WATER NOTES:
• §
IA INSTALL 1"WATER SERVICE PER DETAIL 520,SHEET D5,01.
a i ) 13 INSTALL 1"WATER SERVICE WITH 1"WATER METER TO SERVE
1 = i 51 30 Et
STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER_ DETAIL 520 530,SHEET 05.01.
STA:107.09.07,77.50'R RIVER TERRACE
a m 57 56 55 54 53 52
/\ INSTALL 1"WATER SERVICE WITH 1"WATER METER TO SERVE
O J \ PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVO,
I N M 8 I \ SOUTH OF JEAN LOUISE PER DETAIL 520 6 530,SHEET D5.01,
( i TYP STA:7+03.93,17.501165TH
iii) ftg ,.
-- >D 1 2 -��, 2 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542,SHEET 05.01.
—-. _. ...... ...... _..� A-r ,1 55�77pA 46.r43777a2.84 Ili
q4.24, OOR BEAC
. _
- O I STA 2 95.35 19.00R 1bbTH T�'_, a
•. L,
, -s 1". 5501 sc ,� ., i STA 180+55A7,281200R JEAN LAN O ISE C''';' `',
II+_ - -1 - 5- -4 _�_ _ �„_.- } _ ( - I - STA 105+91.64,29.501 RP/ER TERRACE
ss - -10>NX1 55-9+00_-_-s:- ss -B-G ss '-00 SW 165TH AVE -_ Ga ANC. •.. + r ..
1130, INSTALL 8-AU GATE VALVE
G p n T STA:3+19.99,12,00'R BEACON
STA:1+39.08,12.00'R BEACON 12564 SW Main Street Tigard,OR
■ -- -- --. -- - ILA
-. STA:6+87.99,12.00'R 1BEACON 97223
,� - t tf �v! STA:OM53530,111�99R 165TH
i [T)SD3-941-9484
i 6 43 Si) i STA 4+87.95,12,007]66TH
STA 1+34.0,71.94R t667H
■ TYP, DATE: 7/5(2022
r STA 5+74 91 12.00R tgat
3 44 45 46 47 48 49 50 STA 0 38 .IJ,11 rat�M17 fl 1 E
• 1 ._.. I I Itl7 : ii:9 tagi REVISIONS
�rnI a I 1 42 [I I 4- , STA:12.04.59,11.987 JEAN LOUISE NO. DATE DESCRIPTION
N - A ,., INSTALL 8'7(87, JEAN LOUISE
TYP .n,P. o 1. . iii STA:3.65.38,12.007 BEACON 1
ill •• INSTALL 8.45'NJ BEND Qi 01/16/2023 IRRIGATION
TI 1 /1 5 ( i �' -- so- —10 _. TRACT G. _ .. �� .-__- so _ .i r STA:5+7L52,23.12'ft 165TH
~ t 41 _ -„• i ` I 1 8"MJ CROSS
//�\ STA:5.86.52,23.02'R 165TH
[]D�� w 1 8 j \ STA:INSTALL
19.59,12.0CR 166TH
j� y 1 g STA:9.89.99,12.007 165TH
MC)
1 v' 1 2 40 .,.
51 I 1 I 1 .a A INSTALL 12"MJ GATE VALVE I
W -- 38 37 36 35 34 33 32 STA:STA:103386.72,700.02R RIVER'R JEAN TERRACE
ISE
r T1R I STA:107.43.06,7.29'R RIVER TERRACE
a STA:108+32.53,13.30R RIVER TERRACE
_. $:.r -a A 39 J p\ I I O-v,i INSTALL 12'X 12'MI TEE
• ■ - - �. -- /f 1 \ I *�."�,_''/A\ STA:107+80.41,7.29'R RIVER TERRACE 5 -
—-\____
A.
a - - - - I !." `. INSTALL 16"X 16`X 8'MJ TEE
- - �- STA:103M2.82,5.227 RIVER TERRACE
}F 550�
-I 11 t --- -- ¢t - sr i 45 STA:107+75.51,13.317 RIVER TERRACE IIIPIWIIIII
l/ 1_ + -1
�_ - - 1 - I -. _ _g , INSTALL 16"BUTTERFLY VALVE
• - e- SW 166TH AVE m4*p0• 3 1' STA:103+61.95,8.18 R RIVER TERRACE
H V - 24 + 6 i 1 al a STA:107+43.06,13.29'R RIVER TERRACE '
S
STA:REMOVE
EXI TIN BLO RIVER TERRACE
2 ------ -- -- -- sf-- -- -- I WATEREL ES EXISTING
OR 70WOFT ND YERIFY DEPTH AONNECT TO ND LOCATION OF t' .
ING 8'
(�') yt A EXISTING WATER MNN PRIOR TO CONNECTION.REPORT 14
tTtI 7dl `, 1 i'� $_ i CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD
1'I T29 WATER.73.7
I I 23 31 f m STA:13+73.72,11.9BR JEAN LOUISE22
4� Q
� � � 1 • � 1 3 24 25 26 27 28 29 30LV�
•
Ili 0 ' d i A REMOVE DM-TING BLOWOFF AND CONNECT TO EXISTING 12'
--« WATER LINE,CONTRACTOR TO VERIFY DEPTH AND E a 1 21 I EXISTING WATER MAIN PRIOR TO CONNECTION.REPO LOCATION OF
a ,_,,,T I f I ? CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD
-0 $- DEPT.
7 I 1 1 TYP. 2A At - - -- - -- - TRMtF--- - - -- --,. f:i o WATER
, S -- - -_� A� A STA:103.18.72,1.41'L RIVER TERRACE RIVER
—
3 REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 16'
o 1 I Iy TRACT 1 3 I EXIWASTING WATER PAINRIO LINE.CONTRACTOR RTO CONNECTION.REPORT VERIFY DEPTH AND CATION OF • TERRACE CENTER
I - I I o CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD TOWN C E NTE R
�� 18 15 14 13 12 ti 10 9 8 7 6 5 4 3 e� WATER 3.
i STA:1057.17.42,4.46R RIVER TERRACE
w # 1 �
„_, 17 / 14 INSTALL COMBINATION AIR Et VACUUM VALVE PER DETAIL 590,
} i ) 1 ! ' \ SHEET D5.02.
o I I O ' A �. 96 4 1 TAP i 1/I\
/// \\\
p ` p�,� STA:tOB+17.81,30.74'L RIVER TERRACE
..4) ' -raj
75 ., �. `l 4 " f TRACT D ' bA?. .r.st0 WATER PLAN
in
■ ' ,4 m ( .}I. I '.^' I t.n �� 4 f + s; 1
saP ;_ I .: I _ 440 I — 3.03 I — F 31 , 1 T0103+00
o .... t06.00 "' i07, -. 1Q6400 sr— - 105+00 %Ot•00 /
BF' R 4. r - SW RIVER TERRACE BLVD y 6. I Ff'
lA 614
H ..S"'''a-"'''..:...., ..2"14', 19 *
!WM.r arrIEWIRM NE!MIMI■tress r mot! I l�a mat B1 ara r yam r.rral■am'■1_[rrrlil'r awn r maw a I mo r arar a row a a� yC scot.
u JEAN LOUISE ROAD MATCH SHEET 503 ,-- RENEWS JUNE3D,2024
$i PROJECT NO.: 148-005
' 1 ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,
I CEMENT LINED,OF NEW MANUFACTURE AND TYPE: CONSTRUCTION
p MADE IN THE USA.PIPE SHALL BE"MON"JOINT 1 REVIEWED BY:
d. DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE ;
ao i MJ(MECHANICAL JOINT)UNLESS OTHERWISE
SPECIFIED.
2. MIN.HYDRANT FLOW RATE-1,000 GPM @ 20 PSI. SCALE 50240D 20
'S' 3, HYDRANT FLOW TEST HAS BEEN DEFERRED.
a 1 INCH=40 FEET
z
E
r
JEAN LOUISE ROAD MATCH SHEET 502 �� ''
1.110 I R8 • a.let*�4seINil • fieA631im i r
__S - ___ Sr ____ —`—^—e— PACIFIC COMMUNITY DESIGN
' "j,: .i 12564 SW Mein Street Tigard,OR
`5 - 97223
L [T]503-941-9484
1
I E N-I I DATE: 7/5/2022
t Y . I
E 3 i REVISIONS
g.. I NO. DATE DESCRIPTION
I " I
I ] 4 A01/16/2023 IRRIGATION
IOW _• 1 i
8 � I
1 L a- - I
1
F*
1 WATER NOTES:
jI, $L ,;2 = 1 STA:11N1.83,43.49'L JEAN LOUISE
( ( 2 INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER DETAIL 542, 111011.14111
SHEET D5.01.
STA:3+74 05,109 85L JEAN LOUISE
I y STA:3.77.89,118.20R JEAN LOUISE
t 6A. 3 INSTALL 8'GATE VANE I
STA:4+12.57,3 84'R JEAN LOUISE
9
3 I _. _ J /J/��\ STA:4+12.57,10.16R JEAN LOUISE
-. �-^' INSTALL 12X 8'MJ CROSS I
t
A
STA:3+60.85,6 99'R JEAN LOUISE x
13 fJ�\ STA•4+12.57,7.00'R JEAN LOUISE "I
16. .I '� • 'I 15 I. \ INSTALL 12'MJ GATE VALVE Qcven,ivvtace.
xaSTA:4 09.39,6.99'R JEAN LOUISEu I fi t p //�\ STA:4.04.39,6 94'R JEAN LOUISE
u - 7 / \ INSTALL 6'MJ GATE VALVE ,
1 ���, q�, F STA:3+60.85,17.19'R JEAN LOUISE -
i I - st. -^ cc- i so-- STA:3+60.85,9 88'L JEAN LOUISE
t-• 1 ` `( s<. d A INSTALL 1222.5`MJ BEND 1']I\/E[]
3O STA:1+56.65,0.98 R JEAN LOUISE RIVER
E R
r •- STA:1.86.33,7.00R JEAN LOUISE
� TERRACE
_ REMOVE COSTING BLOWOFF AND CONNECT TO EXISTING 18-
o = -'- t 0 WATER LINE.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
�cZ 1 r1� TOWN CENTER
1 =�i EXISTING WATER MAIN PRIOR TO CONNECTION.REPORT
o < -z Nog CONFLICTS TO ENGINEER.COORDINATE WITH CITY OF TIGARD
gt
z o w - • WATER DEPT.
w o8i.„ `j - $ w STA:id1,47,2.29'R JEAN 10015E
S076 I _L" _j xx
' N ..TA....„.IT REDUCER B 18'BUTTERFLY VALVE
3 1 y �� J STA:1.35.05,2.20'R JEAN LOUISE
-aa A FUTURE WATER METER SERVES PRVATE DEVELOPMENT UNDER ' /,
'a I 1'' SSEEPERATE PERMIIT.INSTALL TEMPORARY 2"BLOWOUT ON 8"LINE WATER PLAN
Z 3TR 41Z !�N tAU15E
1 .lyX �1
_o <� — .7' GENERAL NOTES: ',54„c �II;/iy�
13 N.
I. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, £ T
N I CEMENT LINED,OF NEW MANUFACTURE AND I "`
o ! �'. 9 MADE IN THE USA.PIPE SHALL BE"TYTON"JOINT , GON A -
U e ,'� - ® DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE jjj1*It
e " MJ(MECHANICAL JOINT)UNLESS OTHERWISE j ��' a•1a 1,
'5 �1 SPECIFIED. [ :C NW JUKE
ARENEWS:DUNES 2024
9 rbr.i I PROJECT NO,. 146-005
,yy,y C •
_ 4'74%rts •••"_ ) TYPE: CONSTRUCTION
- �� r•:_ �� -c —II - REVIEWED BY:
O I
�
r 40 S LE 0 2
0
a40 503
, �'
z 1INCH=40 FEET I