HomeMy WebLinkAboutS-285602d
rn
0
U
3
�C Q
W Q W
U
Ir J
W 30
W
Ir W rj) IZ
m
Z
0)
LL Z `'c
®0
zQ
�e U
`r a W
�
a, W a a
v �c
c°
,E
C J
°
FL 0
S
�g
=a
LL�
z
O
7 OO 6 + ®® 5 +00
Nrwp -2 y -2811¢
C)+00 +
ROLL # 168
SEE SHEET CO2 FOR STANDARD WATER /SANITARY NOTES.
SEE SHEET C06 FOR STORM PROFILE INFORMATION.
SEE SHEET C07 & C09 FOR PLAN INFORMATION.
MAY 6, 2001
J
Z IL
a
it L
a
3
3
I
0
n
I
M
a
b
N
z
o
S
D_
III
Cv I a
(o J
d
N K
N N > V
v r n
am
X N N
LL
°n N
UJ W ro I�Inn
NZN1� v tOC OD IN
W CE CT
IL
W �JxWJQrn„
1 _j CY z
ULIJ z
WDZ- N
jr o
6L1 W 12
�W= m
"t m �a. w
W z_
ir w
z
!1t
W 0 c-)
LL
99043
PROJECT NO.
JGC u
DRAWN BY
05 -19 -00
ISSUE DATE
06 -22 -00
SHEET REVISION
CHECKED FOR COMPLIANCE RECOMMENDED 9943SS02.DWG
TO CITY STANDARDS FOR APPROVAL��
Date BY: Date
BY.
Date BY. ABOOnr. Cm u.16301eo
PACIFIC E NIGINEERING DESIGN INC. o Civic ENGINEERING AN®
PL�,NNONC CoNSWLTAN -r5
C t0 3ZW62 SCANNED OCT 2
F "N
DUVALL : AV E NZ : R
RIGHT -OF -WAY:: B
BRIERE; CREEK N
NOTCS"
C�IJTERLINE ,
, ... ,
1.. ALL SIDE SEWERS: ARE STATIONED
FROM PRECEEDING DOWNSTREAM.
- M
MANHOLE
STA.:10. +56.22, 10.0' RT. 2
2.: ALL: WATERMAIN TO BE DUCTILE
FIELD VERIFY EXACT LOCATION. OF : 1
1 -8 "x6" TEE (MJxFL) I
IRON CLASS 52
430
EX. WATERMAIN AND PROXIMITY OF W
- -
W /GONG BLKG.
- _ - - - _ J. F! � " A - PACT TH " RO " PRI 70. FINISH-
N077FY ENGINEER IF LESS THAN ONE 1
12 SD.:' P
14LF 6" DIP
GRADE PRIOR TO EXCAVATION FOR 774E I
INSTALLATION
425 -
- -
- =
= - - - -
- - _ __ - - - _ 4
425
12" SD
5 F
IE -420 35
0 5
F ;P WR I
420' S
�„ i
i' 242 8" -
-- -
420
STA.: iP +10.97., 10.0.' RT G
:::D /P. 1YA: 2
232LF 8 ':PVC SS 4
CONNECT TO EX .
..
S 00050 2
287LF 8 DP WA W
W
1 =12 "x17 x$° TAPPING TEf MJxFL S
SSMH No.8 {TYPE If 48 4) W
= _
{MA ]
{6 IN} -
W
415 W
W /GONG - -BLKG - - -- (
-4 L
_ INV {
7RV 1474 {
- STA Pr52 (6 ]Nj- 4
415
SEE 07L. TYPE 1 TEE I
IE 6 {N,W) 41$.54 i
SiA. } +�5 -(6" IN) S
STA. 1 +04- (6 IN) i
Z
CONNECTION AT DUVALL AVENUE I
. 4
06 :. I
INV 0 MAIN- 417.80:: -
it Z
410 _
_
5-TA.-L; 16_(6_ IN)_ _j -
- - -- -_- - =- -- - -
- 1
INV. @ MAIN =418 36 -
U 4
1 U
445 -
I. � o
- _ _ -
-- -- - - - -
- - 405
h ..� N :: 1
16 b :
�. N.�NIA N N+�N N�
12 +00 11 +00 1
10 +00 9
9 +00
SCALE : HORIZONTAL 1': ° 20' ;
VEF�TICAL
NOTES=
BRIERE; CREEK BRIERE PLAT
R
ALL SIDE, SEWERS "
t
STA. 8+14.21, 10.0 RT. F
1, A
' 3TA,:5 +62 24:0 R7
] "x6 °. hIJxF
. E.(- (MA Ft) (
2' TE14fP.BCOW -4FE ASSM P _
W /GONG. BLKG. .
.2. ALL WATERMAW TO BE: DUCTILE:: A
AF7E'R: POLYPIGGINC PER C.O.R.
1-8- :GATE.VALVE (FLxMJ) I
IRON CLASS 52 S
SID. .DETAILS_BO94)
. 1 6 °
..: ... ..
STA. 5 +62 5:0': RT.
43O -
L 6 _ hL A "SSY_ __ , - _ - - + -- -. -
GRADE PRIOR q- FXCRVA7]ON -FOR THE INSTALLATION-, ;
- - D
D- BLKG - -
- _FC1GfA AVE N.E. _.
STA 8 +:1421.:::. :::.. W/CONC. bLKG O
OF THE W4TERMAIN. I
" C
SEE: DTL TfPE:2
CL TERL
1 W
WATER !SYSTEM LOW PT SSMH N0.7 (TYPE Il- 48 °{a) (
(TYP) F C
CONIVECTIOld AT SOUTH RROPERTY .
425 -
USE:HYDRANT' P
STA , 7 +72 24 2 O' LT L
PROPOSED GRADE..
- 4
LINE, SHEET C11
$° DIP WA
12 SD :: I
IE 8 SE 417.15- �
�� f
fl
W E
E =41857:: -
-12" S
SD
i 1
12 SD, I
IE =420 30: -
1%IP W .
- - -
' 7
75iF. 6 QP _
�- -
- 2
.. '
_ - -
- .
-
420 �
232L,F .. 8
DIP _7A - -
- -
Q ! :
: i
i8" PVC SS 6
8 . D
36LF 8' AVC $S .
749LF 8 PVC SS
�O r B
W �
S 0 0050:: 5
52LF 8 PVC SS S
S 0 0050
B' F
S- 0.0100
415 -
- 43LF $" DIP WA -
5= 0;0050
- - -
- - - _
-
LIIISTA 0
_ R
RIM 4238}. 3 8' LT. =
STA' 1 +24 6 IN S
STA;
EX SSMH IJoS TYPE 11 =48 °0
GNV ®MAIN - 417.34 _
fE 8" NW '- N
ST4 :1 +26 (6 °; IN) S
STA 0 +77 (6 ": IN) R
STA. "5 +645" 5:0 LT
J I
IE .8
INV ® MAIN 416.7} INV. @r MAIN = 416.46 I
IE 8 °(]VJ 476.07
410 S
lE 8 (S) 416,82 I
IE 8 "(S 415.97
8,1.ILT.
I 1
STA. 7 +72.22, 10.6' RT. 4
STA. 0+25 :(6" IN)
STA. 7+13.81'. 8
f-- I
1 =8 'x45' BEND(MJ); : FINISHED GRADE AT EX. GRADE AT I
INN ® MAIN =476.19
Ill 8= 423.22 416.92,
� S
4
_
405 N
N': '
',� �: �:� m M
405 _
Nrwp -2 y -2811¢
C)+00 +
ROLL # 168
SEE SHEET CO2 FOR STANDARD WATER /SANITARY NOTES.
SEE SHEET C06 FOR STORM PROFILE INFORMATION.
SEE SHEET C07 & C09 FOR PLAN INFORMATION.
MAY 6, 2001
J
Z IL
a
it L
a
3
3
I
0
n
I
M
a
b
N
z
o
S
D_
III
Cv I a
(o J
d
N K
N N > V
v r n
am
X N N
LL
°n N
UJ W ro I�Inn
NZN1� v tOC OD IN
W CE CT
IL
W �JxWJQrn„
1 _j CY z
ULIJ z
WDZ- N
jr o
6L1 W 12
�W= m
"t m �a. w
W z_
ir w
z
!1t
W 0 c-)
LL
99043
PROJECT NO.
JGC u
DRAWN BY
05 -19 -00
ISSUE DATE
06 -22 -00
SHEET REVISION
CHECKED FOR COMPLIANCE RECOMMENDED 9943SS02.DWG
TO CITY STANDARDS FOR APPROVAL��
Date BY: Date
BY.
Date BY. ABOOnr. Cm u.16301eo
PACIFIC E NIGINEERING DESIGN INC. o Civic ENGINEERING AN®
PL�,NNONC CoNSWLTAN -r5
C t0 3ZW62 SCANNED OCT 2
F "N