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-- - NW 1/4, SEC. 10, T°!/ P. 23N, RGE. 5E., W.M. CITY ACTION NO: LUA -97— —FP
- --
- _ LAND RECORD N0: LDN -10 -0328
10'1
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JH {�
IE = 4t.84 (w) AbNEW
0
- - -- _
- -
21. 13Rr
-- 8 . H AVE.'
-
I
AFTER ALL TESTING, CLEANING
"POLY ",
_ 1
CD
+� -E
- „+oo
BY -PIG & DISINFECTING
REMOVE EX. BLOWOFF
3 �u
_
_
UTILITY 6
u
TRENCH
_
ON E 16 TO
EX VALVE E DETAIL
,S
(13en, nom) "-
- --
x
04 - 126
Y
- 127.20' -
\\
- - -. - - - - -
_
0
z
--
NE
Q
N 30'
C
W
Of
W
W
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OLD WOOD
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1 -FIRE HYDRANT ASSY.
STA. 2 +11.19, 23.77 RT.
2
2- SINGLE 3/4`
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-- - NW 1/4, SEC. 10, T°!/ P. 23N, RGE. 5E., W.M. CITY ACTION NO: LUA -97— —FP
- --
- _ LAND RECORD N0: LDN -10 -0328
R 419• $o C 8 xG TEE (MJxFLr-
,\ I
o IE= t4 BAR METERS, LOTS 4 &5 W/ CONC. BLIFG� i METERS, LOTS 2 &3 1 �'
a IE _ -114. (M Al -0 6 G.V.,(FLxMJ)
o STA 2 +82 30'RT nZO — - -- _ SSMH 2
m 22LF, S =2.00% STA 2 +62 30'RT — STA. 1 +45.00, 13.00 RT. 1- SINGLE 3/4"
rr - � 21LF, 9=2.00% RIM = 429.39 419.5L Ab
o ua SS STUB - — - IE _ /il�i.o6 (5�) R6 METER, LOT 1
4LF 8 PVC 5 -0.50% STA 1 +62 30`RT _ �4tb. 112y L(3) Rg STA 0 +82 30'RT X
C) .2 IE 412.65 1 17LF, S =2.00% tR�, = 2589
3 E — - i,
Z = LF, S =2.00% 654 a ^o
r� J a — - _ - IE = 412 nq_ STA 1 +42, 30'RT , E = 411.58 1 1 =16 69 6 � ,S ,
`-w IE = 412.67 - - -- _ _ NLO; 2.00%
w2aez 4 1.88 I
.t �E �' y N 87.27. 3" 07.07' 178LF 8 "PVC
S E o '
.E ;t c� 116LF 8 "DI - - 10' MIN'S ARC
8'DI
SEE DETAIL A — \ —
. '
3 138 H
_B \ - -. SD
- �- ' STA 2 +55 3
a N
0
Go
= z STA 2+75, 30'LT 7 , 0'LT
a 37LF, S =2.00% 39LF, S -2.00%
SE = 413.06 IE = 413.00 T
�`< I BEND WATERLINE PER 5' (TYP)
ia= tiX�F Vl _ 'MANUFACTURE'S STA 1 +60, 30'LT
METERS, 3 4" 43LF, S=2.00%
u ✓ / RECOMMENDATIONS
€ sn LOTS 6 &7 NOT 10 EXCEED 1/2 IE = 412.60
j Pll` ' OF OF MANUF. REC.
y 1 V 7
o0
w I
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aN
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wwp j7 — 2' ®q
ewm - 27 —?7mp
N 00'03'45" W 298.02'
I � I 6 'W
SECTION VIEW
FOR REMOVAL OF "POLY —PIG'
1 -8 "x8" VERTICAL CROSS (MJxFL)
1 -8` BLIND FLANGE ON BOTTOM
1 -8" BLIND FLANGE W/ 2' TAP & 2' PLUG (ON TOP)
1 -8" NIPPLE W/ 1' AIR - VACUUM RELEASE ASSY. PER
CITY STD. DETAIL
1 -8" CAP (MJ) W/ 2" TEMPORARY BLOW -OFF ASSY. PER
CITY STD. DETAIL
1 -CONC. BLOCKING
CONNECTION DETAIL
NJ.-
151 LF
..
- J
6d
0 20
STA. 1 +47.29, 5.89 RT. TEMP. CAP W/
RIM = 424.3 (d) 424.21, AP2 2" TAP & 2"
IE = 41S.SC, (bSLOWOFF
10'1
W
JH {�
IE = 4t.84 (w) AbNEW
1-16" VERTICAL CROSS (MJxFL)
2 -16° BLIND FLANGES (TOP W/�
- - -- _
- -
21. 13Rr
-- 8 . H AVE.'
-
AFTER ALL TESTING, CLEANING
"POLY ",
_ 1
2" TAP & BOTTOM W/ 2" PLUG)
1 -16" PLUG (MJ) W/ 2" B.O.
+� -E
- „+oo
BY -PIG & DISINFECTING
REMOVE EX. BLOWOFF
3 �u
_
_
UTILITY 6
u
TRENCH
_
ON E 16 TO
EX VALVE E DETAIL
,S
(13en, nom) "-
- --
x
04 - 126
- 127.20' -
\\
- - -. - - - - -
_
0
--
NE
N 30'
. V 1
Ia
w_
OLD WOOD
�
FENCE
\
o
.0
r"
r
4
_
o
Lo
Lo
01 {
S 3 2
STTA. A. 3 +24.. 00,. 4"
2- SINGLE 3/4`
1 -FIRE HYDRANT ASSY.
STA. 2 +11.19, 23.77 RT.
2
2- SINGLE 3/4`
1
Y/
II
R 419• $o C 8 xG TEE (MJxFLr-
,\ I
o IE= t4 BAR METERS, LOTS 4 &5 W/ CONC. BLIFG� i METERS, LOTS 2 &3 1 �'
a IE _ -114. (M Al -0 6 G.V.,(FLxMJ)
o STA 2 +82 30'RT nZO — - -- _ SSMH 2
m 22LF, S =2.00% STA 2 +62 30'RT — STA. 1 +45.00, 13.00 RT. 1- SINGLE 3/4"
rr - � 21LF, 9=2.00% RIM = 429.39 419.5L Ab
o ua SS STUB - — - IE _ /il�i.o6 (5�) R6 METER, LOT 1
4LF 8 PVC 5 -0.50% STA 1 +62 30`RT _ �4tb. 112y L(3) Rg STA 0 +82 30'RT X
C) .2 IE 412.65 1 17LF, S =2.00% tR�, = 2589
3 E — - i,
Z = LF, S =2.00% 654 a ^o
r� J a — - _ - IE = 412 nq_ STA 1 +42, 30'RT , E = 411.58 1 1 =16 69 6 � ,S ,
`-w IE = 412.67 - - -- _ _ NLO; 2.00%
w2aez 4 1.88 I
.t �E �' y N 87.27. 3" 07.07' 178LF 8 "PVC
S E o '
.E ;t c� 116LF 8 "DI - - 10' MIN'S ARC
8'DI
SEE DETAIL A — \ —
. '
3 138 H
_B \ - -. SD
- �- ' STA 2 +55 3
a N
0
Go
= z STA 2+75, 30'LT 7 , 0'LT
a 37LF, S =2.00% 39LF, S -2.00%
SE = 413.06 IE = 413.00 T
�`< I BEND WATERLINE PER 5' (TYP)
ia= tiX�F Vl _ 'MANUFACTURE'S STA 1 +60, 30'LT
METERS, 3 4" 43LF, S=2.00%
u ✓ / RECOMMENDATIONS
€ sn LOTS 6 &7 NOT 10 EXCEED 1/2 IE = 412.60
j Pll` ' OF OF MANUF. REC.
y 1 V 7
o0
w I
� V
� a
aN
o>
S P �
o
wwp j7 — 2' ®q
ewm - 27 —?7mp
N 00'03'45" W 298.02'
I � I 6 'W
SECTION VIEW
FOR REMOVAL OF "POLY —PIG'
1 -8 "x8" VERTICAL CROSS (MJxFL)
1 -8` BLIND FLANGE ON BOTTOM
1 -8" BLIND FLANGE W/ 2' TAP & 2' PLUG (ON TOP)
1 -8" NIPPLE W/ 1' AIR - VACUUM RELEASE ASSY. PER
CITY STD. DETAIL
1 -8" CAP (MJ) W/ 2" TEMPORARY BLOW -OFF ASSY. PER
CITY STD. DETAIL
1 -CONC. BLOCKING
CONNECTION DETAIL
NJ.-
151 LF
..
- J
6d
0 20
STA. 1 +47.29, 5.89 RT. TEMP. CAP W/
RIM = 424.3 (d) 424.21, AP2 2" TAP & 2"
IE = 41S.SC, (bSLOWOFF
10'1
8 T
JH {�
IE = 4t.84 (w) AbNEW
44LF, S =2.00%
16 4 I6 9 'x ( WATER LINE o
TRENCH 8 o a
UTILITY 6 ®
`INSERT CLEANING
\
`EXISTING WATER
LINE
-- - -. -�i \ 5 l 'POLY -PIG" IN NEW
r. LINE
J ?h
STA. 0+11.45, 3.19' RT.
\ v , II, 1 -8" TAPPING GV (MJxFL)
1INGLE 3/4` ry 1- 12 "x8" WET TAPPING TEE
STA 1 +40. 301T METER LOT 10 l
4N S -2 00% t 1 W/ CONC. BLKG.
- - - - 4E = 412.62
STA 0 +45 5 T
8 T
44LF, S =2.00%
�h
�I
_2 -SINGE 3/4" ME RS
IE = 411.92
_ 1
LOTS 8 &9 tXlS�.
SHED
9
10
3 �u
;
x
0
0
N 30'
Ia
14-0-: j- .2 7/602
4
LL 159
436
0
NEW WATER LINE I \ i I EXISTING WATER LINE
AFTER ALL PRESSURE TEST, CLEANING BY "POLY -PIG ",
& DISINFECTION, REMOVE TEMP. B.O. & BLOCKING &
CONNECT OT EXIST. WATER WITH SOLID SLEEVES (MJ)
& SPOOLS AS REQUIRED.
B CONNECTION DETAILS
N.T.S.
APPROVED
L, � ±�i Atldp�ck e DATE '166
p , 7_271&51 PEI JOB NO. 97001
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NW 1/4, SEC. 10, TWP. 23N, RCE. 5E., W.M.
W w
oQ
LOW POINT ELEV = 419.06 :
LOW POINT STA = 2 +32.65 : o '2 m
°'
PM STA = 2 +15 : : : + p a
o N 0O�
PIA ELEV = 418.81: - + �o
n --- - ---- ----------- 430 0 +
Q N
o vi n H w En � 11
U) En
Z ^ O� : : w In II w
zi n
'o C-4 + EXISTING GROUND a 5-
p H
} ........._............... .. ....N ...................................l al...._......_..... ..................._........... ......._ .............
n ; i v > PROPOSED OSe - - --
c> > m m GRADE
zw W - 12-DI
---- - - - - -- - - - -- . _.......... 0
..... o% ••- -- -- - 2
9§Or - ------- --- --- --
8' TEE PROPOSED :STORM
0
151LF 8 "PVC SS S -0.50%
178LF B*PVC SS S =0.50% 8'x6'TEE
-- ----•-- 410
' SSMH ....._. ...................:......................... ......................... ..SSMH 2-...
RIM-419.69 RIM-420.30 SSMH
IE =412.55 (OUT) : IE- 411.56SOUT) : RIM =424. f)
IE= 412.65(IN) iE -4i i.66klN) : IE- 410.71(EXI!
IE= 410.81(NEV
BAT" ELEV
400
3 +00 2 +00 1 +00 0+00
138TH DRIVE SE - SEWER AND WATER
SCALE: 1 "= 20'(H0RRT
1 " =5' (V l
ERY_ )
Ww
�<
oQ
LOW POINT ELEV = 419.06 :
co
LOW POINT STA = 2 +32.65 : : o < �12 a0
PVI STA = 2 +15 : - + 0,.t
PVI ELEV = 418.81: - - °
N OT
p
+�
............. ..................................... _....._.... ............_................ I 3 M
Lo
ui -I 4 0 +
'75'.'00' � VC N
d
j uo-i Lo N w rn N w
In u, °' + EXISTING GROUND-
to 5
0 . ......._ ....................... ,;.. ....................._......... w..........._..... ..........................----- ......... ......----
a + N cvi > PROPOSED
c> > > m / /rGRADE - -- --
F - i// - --
12 "DI
................. - ----- — --------- /-' 420
CB
8' TEE :1'MIN 112LF 12'SD S- -0.50%
PROPO $ED.WA,M......r........._ ..... . ...... ..............................� _ IEI428 53 3-....:
20'X72' DETENTION VAULT
PROPOSED Q
- -T— SEE DETAILS, SHT 7
- 0 8'x6 °TEE
SEWER
:.. .............. C9#1^'Tw.Q ?.......:' at............_....... ............................... ...... CB#0r'M- E-2........ 410
W/ THRU CURB INLET $ RIM- 423.20
RIM =418.64 �3 `� : : IE- 412.99(N,W)
IE =412.90 M cn : IE =419.20
CB #2 =TYPE I ......................_............ ............_.................' " .................- .....
IE =414.50 :
reo -*a- 27/6
wwp -a'- a,a ie
3 +00
2 +00 1 +00
138TH DRIVE SE - STORM AND WATER
SCALE: 1 "- 20'(HORIz. )
1 " =5' VERT.
r � a
DATUM! ELEV
400
CITY ACTION NO: LUA -97— —FP
LAND RECORD NO: LDN -10 -0328
J,m2*7/6025'eam Vl111IV
J° ph: 425462-760 f— 454624MY
0 +00
F_,nDineer'n9 lnc.
IIIM NE Mh &eM 9dle 3W DdkT.4 WA "M
.2 7/ 6o,?( _' -- 716c, z sca Q,-�)
I.K. CJ,O
GrV of RASq ,T
�Q. �H O
ye co �G
30725
SIONAL iv LI.1C1'k�
EXPIRES 3/03/99
PEI JOB NO. 97001
I
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............
w
z
:3 c
.......................
0
u')
cNi
Lo
C14,
+
+
? .................................
>
z uj
w
410
SSMH 1
RIM
fixoRNG)
IE
DATUM ELEV
4Z,
000
opj
CD
cn
D
ci
N
ol
NN
04
400
mm
NN7
N
3+00
2+00
1+00
............... Q.1 .......
............. W#I-fTYP
W( CURB INLET
00 ......... ...... ...... ................
0+00
W.AL. A
410
b
V)
LLJ LLl
L
R M=U4
0
SCALE: 1:�.2p'(HORQ
Of Z
LJ
IE- 4i6.04�444.g9 A6
IE- 419 2' At -41.1
b) FkPj
T_
=5 RT.)
<
V)
.............. : ................ ..... ................................... ........................
IE 41111.68 : lklos As
..................................................
< <
w w
N z
0 1-
c()
Ljj
LOW POINT ELEV = 419.06
o
O2
C) o E
LOW POINT STA = 2+32.65
[—+ x
-2
c�
�2
a.-:
Lo
+ N
u � s
O t.
E.
PM ELEV = 418.81:
..........................
04
't
........
Eo�
'T 8
+ c�
0
00" VC ...................................................
o Lq r-
400
0)
11
w
K. Gk,
- n
N
ci
Z
d) •
Lo �:
N
9 *
w + ?
c)
+
F� .................................... �i. -w ...........
bj
EXISTING GROUND
................................. . ...........
PROPOSED
> 5
(L (L
.........
..............
CL a.
§!
§! I m
GRADE
I
o
I
T
............
w
z
:3 c
.......................
0
u')
cNi
Lo
C14,
+
+
? .................................
>
z uj
w
PM ELEV _= 418.81:
NW 104, SEC. 1®, TWP. 23N, RGE. 5E., W.M.
w w
U) Z
,e�
<
r°Ji o0
rn
+ o
oo,
............................................... ........... ... .............. 430
< >
v)
uj En
EXISTING GROUND-
Lj....................... I ......................... \. � .......... ......... ..............
SSMH03...... * .................................
RIM-" 419. so kb
IE -431,1 414.sa (6) oll"
.................................
ot, ......................................
............. ....... ....................
[SSMH#2
RIM- 4an 19 4%R.rv(-Ab
IE hel
E ke, CA
........... ............................................................
........................
410
SSMH 1
RIM
fixoRNG)
IE
DATUM ELEV
414.21, bb
A It. 5(. 1o) hos
411.4,4 C.)
000
opj
o; o2 of
cn
D
ci
N
ol
NN
04
400
mm
NN7
N
3+00
2+00
1+00
............... Q.1 .......
............. W#I-fTYP
W( CURB INLET
00 ......... ...... ...... ................
0+00
W.AL. A
410
b
138TH DRIVE SE SEWER AND WATER
R M=U4
J. OU
IE-444AQ(Nv* 4 18.
SCALE: 1:�.2p'(HORQ
IE- 4i6.04�444.g9 A6
IE- 419 2' At -41.1
b) FkPj
1'
=5 RT.)
it. /111.91,(
.............. : ................ ..... ................................... ........................
IE 41111.68 : lklos As
..................................................
w w
N z
LOW POINT ELEV = 419.06
LOW POINT STA = 2+32.65
c�
�2
PVI STA = 2+15
Lo
+ N
O t.
PM ELEV = 418.81:
..........................
04
't
........
..............
'T 8
+ c�
....................... ............................75:
w
00" VC ...................................................
o Lq r-
400
0)
11
w
K. Gk,
- n
N
ci
Z
d) •
Lo �:
N
9 *
w + ?
c)
+
F� .................................... �i. -w ...........
bj
EXISTING GROUND
................................. . ...........
PROPOSED
> 5
(L (L
.........
..............
CL a.
§!
§! I m
GRADE
o
z
w
w
-2.
271_�- 8rSD
12"Di
' ...........
07
.... ... ............
... S-7Z2 . X
... . ......
420
CITY ACTION NO: LUA-97- -FP
LAND RECORD NO: LDN-10-0328
IE=416. 8"Gv
8. TEE I'MIN 112LF 12'SD 5m-Q.SGX
PROPOgEft ..... ... .. . . ................................... . ........... AbAn.914 RIM .. ........... i . . . . . . . . .... q L 2W6 03
INA �TW I
�fy -
IE- 41 643
PROP- - �_ 2O*X72' DETENTION VALlLT4AA*(A Alk
PROPOSED I
,M) -*o - 27.06
ww*p -,R-P- do 74.)
725
ZONAL
Engineering, Inc. EmEs 3/03/99
11191 N6 916 84ed Belle 755 BNlevoq WA mm
Xl�;Q-27/"r? co" PEI JOB NO. 97001
ROL L 159
SEE DETAILS, SHT 7 AAAU14
8-GV
L 8"xe TEE SEWER
............... Q.1 .......
............. W#I-fTYP
W( CURB INLET
00 ......... ...... ...... ................
RIM -Q6.29
W.AL. A
410
b
R M=U4
J. OU
IE-444AQ(Nv* 4 18.
IE- 4i6.04�444.g9 A6
IE- 419 2' At -41.1
b) FkPj
vs. 414-roz A®
CB#2-TYPE I
it. /111.91,(
.............. : ................ ..... ................................... ........................
IE 41111.68 : lklos As
..................................................
APPROVED
to", A6
DATUM ELEV
BY ��DATE 4!gAb
00
0
0)
o)
ED
400
0)
K. Gk,
ci
.6
WA.,
1+00 0+00
*,U9A62-7"3 f— 4IS46&75"
A + nn 2+00
,M) -*o - 27.06
ww*p -,R-P- do 74.)
725
ZONAL
Engineering, Inc. EmEs 3/03/99
11191 N6 916 84ed Belle 755 BNlevoq WA mm
Xl�;Q-27/"r? co" PEI JOB NO. 97001
ROL L 159