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DUVALL AVE. N.E. R
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DUVALL AVE. N.E. RIGHT-OF-WAY
BRIERE CREEK
I VOT�as.-
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s
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CENTERLINE
: _
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- - - - 7 Al l SfDF SEWERS ARE- TATIC]N_F_n
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FROM PRECEEDING DOWNSTREAM
o e6t2 0
If
:f
MANHOLE.
STA. 10-1-56.22 10:0' RT.
2 ALL WATERMAIN TO BE DUCTILE
•ue
FIELD VERIFY EXACT LOCATION OF
1-8"x6" TEE (MJxFL)
IRON CLASS 52
ExPIRES MAY 6. 2001
W
EX. WATERMAIN AND PROXIMITY OF -
: W /GONG.: BLKG.
-
430
PROPOSED WATER /STORM CROSSING.
i 6 GATE VALVE. (FLxMJ)`
3. FILL AND COMPACT THE ROAD PRISM TO'. FINISH
Q
z
Q
NOTIFY: ENGINEER IF LESS THAN ONE
FOOT OF CLEARANCE IS ANTICIPATED.:
: 14LF 6" DIP
: : - GRADE PRIOR TO EXCAVATION FOR
EXISTING GRADE OF THE WATERMAIN.
THE INSTALLATION
3
12" SD
1 -6" F.H. ASSY.
PROPOSED
GRADE
le
EL. 422.18
1
J
J
Z W 425
425
t j 2
IW
_
U
1Z SO
W IL
iP WA
10 am SL-
IE= 420.35
®
(Q
LI.I
W �
420
_
O _ _ 242<F 8: ".O /P
::
m 42®
W
STA. 11 +10.97,. 10.0.' RT. _
CONNECT TO EX:
WA:.
.:
....232LF 8" PVC SS
- --
g
WATER MAIN WITH_
--
S=O. 0050 297LF 8" DIP WA W
d
w
a
LIJ
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415
: 1 12 "x12 "x8" TAPPING :TEE (MJxFL) -
lwlcP G . BLKG:.
1 -8 " VALVE (FLxMJ
- SSMH No.8 (TYPE- 11 -48 "0) _
STA 10;05.00, 2:.4,' LT
-RIM - ��424- 3$424:42
: W
STA. 1 +64. (6" IN STA. 1 +12
INV Q MAIN- 418.10 -. -. INV ®. MA1F1 417.84 STA. 0 +52 (6" IN) CO 415 eq o
3
Z
.GATE
SEE DTL. TYPE 1 - "TEE)
- CONNECTION AT DUVALL AVENUE- :
IE 6 (NW) 4f&.14 15,14 .
: IE 6" (S)- = 4,�8 -5:4 :g1g,23 :
- INV ® MAIN
STA. 1 +55 (6 ": IN) - STA. 1 +04: (6" IN) _ -
=417.54 _ W ®
Z 8271
I
Q
SHEET C11
IE 8 "(NE) 44`8 4
INV ::@ MAIN = 418.06 INV CAD MAIN =41780
J
INV. @ MAIN- 418.36 :
2 410
A S9 V I L ?S SY:
o
a
FINISHED GRADE AT EX. GRADE AT n - CRONES&ASSOCIATES
CENTERLINE (TYP:) CENTERLINE (TW_) :SCALE HORIZONTAL 1 - 2-0, LAND SURVEYORS
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-
VERTICAL 1 5
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G MAY 2001
L Z
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N of 405
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CO2 FOR STANDARD WATER /SANITARY NOTES.
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1Z 1 OO 111 OO
1O I OO 9 +0o
SEE SHEET C06 FOR STORM PROFILE INFORMATION.
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SEE SHEET C07 & C09 FOR PLAN INFORMATION.
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:..... -... :: :::: ..... ....
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a
SCALE = HORIZONTAL 1" _ 20'
o
:
NOTES=
VERTICAL 1' 5'
BRIERE CREEK BRIERE PLAT
...
f0
1. ALL SIDE SEWERS ARE STATIONED
I : :: ...: -
NUT�aS .' :.. ... .. ...
3
STA: 8+ 14:21, 10.0' RT.
FROM PRECEEDING DOWNSTREAM ..
STA. - $ +62 24,0 . RT.
0 w
p W
WW
1 8'x6' TEE (MJxFL)
CONC.BLKG.
MANHOLE.
1 :- 2 . TEMP. "BLOW OFF ASSM Y
�: (REPLACE W /1" AIR VAC. VALVE.
1. ALL _SIDE SEWERS ARE :STATIONED :
FROM PRECEEDING DOWNSTREAM
oD
N
w
1 8" GA TE VALVE: (FLxMJ)
2. ALL WATERMAIN TO BE DUCTILE
AFTER POLYPIGGING PER C.O.R.
MANHOLE
N v
2
9 -6 GATE VALVE (FLxMJ)
IRON CLASS 52.
STD. 'DETAILS 8094)
2. ALL : WATERMAIN TO. BE DUCTILE
N
430
14LF 6 DIP STA. 7 +15.31, 6.9' RT
i 6" F.H. ASSY.
"x45'
3. FILL: AND, COMPACT THE ROAD PRISM: TO FINISH
GRADE PRIOR -;TO EXCAVATION FOR INSTALLATION
[ STA. 5 +62 5.0' RT.
- REMOVE - EX 8" _ -CAP AND - BLKG. 430
IRON CLASS 52.
� M
1 -8 B N MJ
E D( )
STA. 8 +14.21 W /GONG. !BLKG
OF THE WATERMAIN.
i CONNECT TO EX. _WATER MAIN
ELMA AVE N.E. J. FILL: AND, COMPACT THE:ROAD :PRISM TO FINISH
CENTERLINE
v
WATER I SYSTEM LOW PT "la)
3.0' MIN.: COVER : SEE: DTL. TYPE :2 .- : "IN -LINE"
GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION
X
Q
SSMH No-.7 TYPE 11- 46 :
RANT (
STA. 7 +72:24, 2..0' LT
PROPOSED GRAD
(TYP) CON.NECTION:AT SOUTH PROPERTY,
LINE, SHEET C11
OF THE WATERMAIN,
PROPOSED GRADE
�
425
ASEBLq RIM - 423b4
IEi 8 (SW = 46.4 ®b
EXISTING GRADE
I - - - -
f 425
6" DIP. WA
TOP= 420.47 TOA 5D19.96
_
W O ro
_
I
12 SD IE 8 (SE� _ '18 411.72
. 1 O :
(n
Y W Z'
a o o s
IE- .418.57
12'ISD:
=420.30
I
SON n
®
_ E= 419.66
IE
- 8':_pL WA.11
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32LF 6" PVC:
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232LF WA
S" DIP
420
SAN7ARY
PVC SS SIDE: SERVICE
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8" PVC SS.. 64LF
149LF 8"
36LF 8" PVC SS 55LF: 8°
Z
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Ill
W
_
5- 0.0050 52LF 8 PVC SS
PVC SS
5 -0.00 50
0 &" i C SS
- -
l
_ s= a.ozoo SANITARY SIDE SERVICE
5- 0.0100
S =0.0100 /E:6'(NE) 418.57
8 ", SSCO No.1
j Z uo-
W Ul w
0 0
Q 0 Z
m
415
43LF '8° DIP WA 0 S' 0,0050
SSMH No.6 1i -48 "0)
- - -
C ` 0'511 415
�.
RIM -- 423.36
"0
W 2 0 z
M
Ill STA.
"(TYPE
0 +11 ;6" IN STA: 7 +131.81. 3.8 LT
)
STA. 1+24, (6' IN) STA. 0 +75 (6" INj
EX. SSMH N,o5: (TYPE 11- :46 "0)
SSMH. No:9. TYPE.I� 8 IE 8 S - 41:7.93 :
( ) () -
RIM = 423 8 423.87
W = w
m d w
I INV
. - �r�
MAIN =417.34 RIM - ' ^^ 424.11
"
INV 0 MAIN= 416.70 INV 6 MAIN
= 496.45
STA: 5 +64.5, 5:0 LT
IE 8"(N) = 4i�38: STA: 0 +49 (6" IN):
W
_Z
J
IE 8 (NW '_ : 016. -92 411,:6
IE 8 "(NE� = 4i6 9P 414:
-STA. 1+26 (6" 1N); STA 0 +77 (6" IN) RIM :_ :424.56 .
INV "(N
IE 8, (SW). _. 47 �c28 INV ®' MAIN= 417.87
"(1
CD
z
IE 8 "(S
®MAIN 416.7f INV. ®MAIN - 416.46 IE 8 = 416.07
"(S)
IE 6 N) = 4A-38
1,4. O
410 =
I
41l
IE 8 = 415.97
: 410
SSMH No.6 (TYPE 1148 "0)
W �-
I°
Q
STA: 7 +72.22; 10;6' PT.
1 -8 "x45' BEND MJ FINISHED GRADE AT EX. GRADE AT
( )
I V ® MAIN -4„ IN)
N - 16.19
AO
STA 7 +13.81 3 8 LT
RIM -fifi 424.11
a
9904J�
CENTERLINE
W /GONG. BLKG. (TIP.) CENTERLINE :(TYP.)
(NE = }4t.46 :
STA +2756(6IN)
JE 8 ( = 41&.64
PROJECT No.
Z
I
:
INV ® MAIN- 416.20
IE 8" S P 414.60
( j
JGC
O
V)
405
N ^ In N OI 0) 117 - C4
h 10: I, CO *
ao O) N - N V)' �:O) :N M
0D 10 �. 405
:
DRAWN BY
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N.
N N N N N ° N N �,,� „;
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. � CO ... M
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h b ..
� N N
SCALE - HORIZONTAL 1" = 20'
05 -19 -00
Id.
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d yN, d. _ yN. ;,d ..::� d
_ yN, d, : �:d.- :
: :. : : : :: VERTICAL. 1' _.. 5,. : :,
ISSUE DATE
06 -22 -00
8-1-00 7-1-00
6 +00 5-1-00
SHEET REVISION
CHECKED FOR COMPLIANCE RECOMMENDED
9943SS02.DWo
TO CITY STANDARDS, FOR APPROVAL
Date 1
HY:
O
0
IiLm�Iw-v
p -! 7- 2>�='�
BY
Date HY. A ` 6 3o so
SOQIAV Iffiul✓
RENSONS� PER CITY COMMENTS: 0621 -DO JCC
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CIVIL:
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®C�I�Y� I� ^.
INC.
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CON�SWLTANTS
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SCANNED FEB 15 2002 /J !'a ; .S - ' j', sr Cic�; '- z,5'16a2 3CANNEO OCT
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