HomeMy WebLinkAboutS-2808029
lluvll" llw- R*r-
ri; 1z, ST 1+90 1
SYSTEM HI PT 1
WSTING GRADE PROVIDE AIR-VA,
C
(&MIN- _C0
K
425
__ -- _ {$ - __ - _____ -- = , i
- - - - - - - - - - -
32XF B" DIP WA
420
ir
0— —1 415
w
In LL
ILL
I �7
W wir
I
Fr ML 381L� 8 PV
S-
c s
in >- 4M
C3
—S=OM5-5
ir
z
405
An 1 0+00 1+00 STA 1+40 (6* IN) 2+00
INV 0 MAIN= 410.71
SSMH #1 (48-) lb A 0+61 (6- IN)
RIM= 422.6 (MATCH EX CRADE) INV 0 MAIN= 410.32
IE WON)= 410.01 IN)
C,72 rO, 2-, 11 IsTA 0+58 (6
7j5 IE 8"(0kJT)= 405.56 SIDE SEWERS STATIONING PROFILE SCALES
(USE DROP CONNECTION INV 9 MAIN= 410.30 FROM THE PRECEDING
LL Z PER C.O.R. STD DTL B075) DOWNSTREAM MANHOLE 1'-20' HORIZONTAL
00 1' -5' VERTICAL
PROMLE SCALES:
CONNECT TO EX.
WET TAP TEE r-w HORIZONTAL NOTE
W a,a- 1-12"x12'x8` TEE (MJxFL) r-57 VERTICAL ALL WAIMMAIN TO BE
1-8- GATE VALVE (FLxMJ) CLASS 52 DUCTILE ZRGM
1-8- PLUG (MJxMJ) W/ 2-
E TEMP. BLOW-OFF ASSM'Y.
E
WATER SEWER PROFILE IN ROADWAY
430 . ...... . - - --------
TEMP. 2'0-OW-
13 OFF
PER C.O.Ft STD. UT17!1 64—\
i EXISTING GRADE INC
9 GRADE
425 .............. . .......... ........ . ...
- - - - - - - - ---- = - - - --
- - - - -- - - - - - - - - -- - - - - - - - - - -j_
420 -- --- --- --- ------ . . ...... . .......
9
1
i STA. 3+40
41LF 8701P WA
IK
415
WATER SYSTEM LOW PT
SSMH #2 (48')
RIM= 422.60
Z9 b1l
RIM= 422.88
IE 8" (IN)= 412.97
— FUTURE BRIERE CREEK
TO CITY STANDARDS
BMB
381 L 13" PVC
L
DOWNSTREAM MANHOLE
Lu t
DEYELOPMENT
OD
0)
DRAWN BY
410
0
CD
Dote
07-22-99
W
(ro)
w
345 (6-
STA, 5+62
Fro
M cj
Z
C-4 W CD
IL j
Il,STA.
INV 0 MAIN=41&4
d
405
ir Cd
STA. 3+08 16" IN
UNV 0 MAIN=411.55
III W)
1L 04
10 -04 -99
34-00
4+(
m
R m
ruo
STA 1+96 (6" IN
STA 3+40
INV 0 MAIN= 411.49
N
1-8 x6 TEE (M JxFL)
RECOMMENDED
1-6- GATE VALVE (FLxMJ)
ISTA 2+18 (6' IN)
19LF 6" DIP
INV 0 MAIN= 411.10
1-F.H. ASSY.
z
STA. 3+78
1-8"x8" TEE
3-8" GATE VALVES (FLxMJ)
STA 3+67 (6- IN
INV 0 MAIN= 411.84
WW40-47- 286,11
wm-n-ifts
PT 0+20. 6" STA 1+47 i
NV W MLA-041 nl 1 INV 0 MAII
. .... ..... ................. .. ---------------------------------- - -----
5+00
STA. 4+05 STA 1+52
1 -8 x90' BEND (MJ) INV 0 MAI
W/CONC. BLKG,
430
425
420
415
40
AeWZ
04-00
LTA. 00+00
1-8-x6- TEE (MJxFL)
1-5- GATE VALVE (FLAAJ)
PROFILE SCALES --
a —. Vu� I �e
WA—MR EXTENSION TO SOUTH PROPERTY LINE
Sm 2808 02 c w --vsas)
JEx -+WS MAY 6. 2001
Z LL
m4:
z Lu CC
STA 4 +05.00
NOTE-
ai
CHECKED FOR COMPLIANCE
PROJECT NE
SSMH #2 (48')
RIM= 422.60
Z9 b1l
RIM= 422.88
IE 8" (IN)= 412.97
— FUTURE BRIERE CREEK
TO CITY STANDARDS
BMB
IE 6*([N)= 412.09
DOWNSTREAM MANHOLE
IE 8"(OUT)--412.87
DEYELOPMENT
OD
0)
DRAWN BY
IE 8"([N)= 412.02
0
CD
Dote
07-22-99
W
(ro)
w
O
STA, 5+62
Fro
M cj
Z
C-4 W CD
IL j
0 < -1 to
d
ir Cd
tu
III W)
1L 04
10 -04 -99
W/CONC. BLKG.
m
R m
ruo
z
STA 4 +05.00
NOTE-
WA 3+00.40
SSMH #3 (4eo
CHECKED FOR COMPLIANCE
PROJECT NE
SSMH #2 (48')
RIM= 422.60
SIDE SEWERS STATIONING
FROM THE PRECEDING
RIM= 422.88
IE 8" (IN)= 412.97
— FUTURE BRIERE CREEK
TO CITY STANDARDS
BMB
IE 6*([N)= 412.09
DOWNSTREAM MANHOLE
IE 8"(OUT)--412.87
DEYELOPMENT
Date
DRAWN BY
IE 8"([N)= 412.02
Dote
07-22-99
IE 8'(oLjT)=411.92
STA, 5+62
ISSUE: DATE
CAP 8' MAIN
Dote
10 -04 -99
W/CONC. BLKG.
SHEET REVISION
RECOMMENDED
9816PROI.DWG
FOR lFLrrrLUvAju
WATER SEWER PROFILE IN ROADWAY BY- 0
BY- 0
o c
BY:
CIVIL ENGINEERING AND
PACIFIC ENGINEERING L=,,f&-- RmaN INC. ENGINEERING PLANNINO CONSULTANTS
'CANNED DEC
ROLL IA
l
m lqw ■ 160