WL139K
1
ti
EX/ST. ER
GENERAL NOTES:
u
Z
>- N N .
r N f•-• W
J X W J -
-- W I--laJ 4
❑ 0 Z N H N
S X ❑
1- ❑ L2 tit
w Z ? o
A O 7 t"••
A Z Z '" W
X
W
' N W
z ❑- Jx
-. a a a >.
1- Z Z M
W M a
U O
❑ 2 r H 2 N
.. J Z❑
N L e- -.a J
la Cq Z 2
t- a J A N
.Ja . a a ~
U > t- - a
as ¢ -tY
L. r t- W Z
NI-- D
(4 12
N
CL
p ••X
- W r
r ,
LY/ a LY
❑ Q ❑
RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
S
1-800 642-2444
AS TO THE LOCATION OF ALL UNDERGROUND
DISTRICTS
SHOWN ON PLANS ARE BASED ON
ACCURACY OF THIS
EXCAVATION WORK BY CALLING
DV
UTILITIES
SHOULD ANY CORRECTIVE WORK BE DONE
NOTIFY THE ENGINEER.
CONTRACTOR SHALL
OR ALIGNMENT
THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER
RESPONSIBLE FOR
SUCH MONUMENTS OR MARKERS DESTROYED DURING
J
J
a
CONSTRUCTION,
CONTRACTOR
W
N
La
X
W
CONSTRUCTION
CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD
W
2
COMPLY WITH THE LAHONTAN REGIONAL WATER QUALITY CONTROL BOARD WASTE
THIS PROJECT.
tY
SITE AND DISPOSED OF AT
THE CONTRACTOR
DISCHARGE
IS TO RE REMOVEL
THE PROJECT
EXCESS MATERIAL FROM
Fr) 4: 0,r to 12
A SITE APPROVED BY TRPA AND THE DISTRICT AT THE CONTRACTORS EXPENSE.
INCLUDING NEW WATER
CONNECTIONS,
SHOWN 01J
WATER MAINS ARE PLACED INTO SERVICE,. THE EXISTING
S
a
PLACE BY CUTTING OUT
ARE TO BE ABANDONED IN
R
B
O
OTHER APPROVED METHOD
N
AL
S
co al
W
rc ¢ z
a z a.
..
W 2 a
12 (4
J g
Z d W
H t-
CY1- W
W Q
0 0
0- W N
~ ❑ J 0_ W
Z F a tY
6_ S
7rJ . V W
N VI2 A Z a
J W ~ > a )-
ty . . ❑
N (2 a' W -1
La LI a o: a
v) .-. J
CYzat'' a
t- la - p 2 N
a 1-- 1-
)1,
7r u 1-
2z 1�
N CL ]C
W tr
W -=l
> 1-
1
J W 1a. 2
-4 a
FOR THIS
f0 TRACER WIRE AT
SPLIT NUT
SPLICES SHALL BE MADE USING ONLY
THE CONTRACTOR
T
BARE COPPER
INSTALLATIONS.
X
12
CONNECTORS.
BETWEEN NEW WATER
BE MAINTAINED
SEPARATION OF 10 FEET SHALL
MINIMUM HORIZONTAL
IS CONSTRUCTED
WHERE THE NEW WATER MAIN
AND EXISTING SANITARY SEWERS.
SHALL BE PLACED
TO EXISTING SANITARY SEWERS, NO PIPE JOINT
ABOVE THE
K
tip
(4.1
>
.)
cr-
v v
(.2ti
�•.! Lk;
N
//
8" C-900 PVC
EX/5T. 3' .
Ntt-
si)
T 6 (Y
T;) e) ,3 ,i k 1,),1
o V
NJ 1-
--
ij
EACH SIDE OF
SLURRY 10 FEET
ENCASED WITH A 2 SACK SAND
W
2
J
J
a
2
ALL EXCAVATIONS
THE END OF EACH DAYS WORK.
a
TO MATCH THE EXISTING PAVEMENT
INSTALLED IN PAVED
ARE BEING
J W
J 0!
a LIN
C
REPLACEMENT
THE PIPELINE
OR CONTAMINATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISTURBANCE
1-
J
tx
W
0.
A
W
U
d
J
0_
W
0.
W
CO
J
J
a
J
J
W
S
SHALL BE CONSIDERED CONTAMINATION. THE DRY
ALONG THE PRO
ANY DRY WELL
‘1)
CONTRACTORS EXPENSE,
SPECIFICATIONS
M
01can
6661 E :12:91 'O JeW mil
*190-1 *S (O£9) xod *Z *9-0,1,g (OW auoyd
o -uojgoo 'v0401 elio7 Ninos anup ;rave Atopoarf gLLI
Onend V 1o3DM ' OS6l ' 3 s
712 ._ L-7Cir /•
_7/V17
�% 7,(x_47._.3/1/_3VOS'l96
�I' 1/
,5""'�---ER
l b'JS d111/17d (Y 5 �� g L/
t f10
-fir3N39V
/
SCALE: 45 AIOT
1 DRAWN: L. N, 1
J
SHEET: 6:2
OF SHEETS
�1 iql
0,0..„4---
I I
1S 0 Ainlin onend 30Hb1 Hinos
..1._ ._L_
83_L / / I / __.J , /Y6/ 7 &'L (
K
1
ti
EX/ST. ER
GENERAL NOTES:
u
Z
>- N N .
r N f•-• W
J X W J -
-- W I--laJ 4
❑ 0 Z N H N
S X ❑
1- ❑ L2 tit
w Z ? o
A O 7 t"••
A Z Z '" W
X
W
' N W
z ❑- Jx
-. a a a >.
1- Z Z M
W M a
U O
❑ 2 r H 2 N
.. J Z❑
N L e- -.a J
la Cq Z 2
t- a J A N
.Ja . a a ~
U > t- - a
as ¢ -tY
L. r t- W Z
NI-- D
(4 12
N
CL
p ••X
- W r
r ,
LY/ a LY
❑ Q ❑
RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR
S
1-800 642-2444
AS TO THE LOCATION OF ALL UNDERGROUND
DISTRICTS
SHOWN ON PLANS ARE BASED ON
ACCURACY OF THIS
EXCAVATION WORK BY CALLING
DV
UTILITIES
SHOULD ANY CORRECTIVE WORK BE DONE
NOTIFY THE ENGINEER.
CONTRACTOR SHALL
OR ALIGNMENT
THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER
RESPONSIBLE FOR
SUCH MONUMENTS OR MARKERS DESTROYED DURING
J
J
a
CONSTRUCTION,
CONTRACTOR
W
N
La
X
W
CONSTRUCTION
CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD
W
2
COMPLY WITH THE LAHONTAN REGIONAL WATER QUALITY CONTROL BOARD WASTE
THIS PROJECT.
tY
SITE AND DISPOSED OF AT
THE CONTRACTOR
DISCHARGE
IS TO RE REMOVEL
THE PROJECT
EXCESS MATERIAL FROM
Fr) 4: 0,r to 12
A SITE APPROVED BY TRPA AND THE DISTRICT AT THE CONTRACTORS EXPENSE.
INCLUDING NEW WATER
CONNECTIONS,
SHOWN 01J
WATER MAINS ARE PLACED INTO SERVICE,. THE EXISTING
S
a
PLACE BY CUTTING OUT
ARE TO BE ABANDONED IN
R
B
O
OTHER APPROVED METHOD
N
AL
S
co al
W
rc ¢ z
a z a.
..
W 2 a
12 (4
J g
Z d W
H t-
CY1- W
W Q
0 0
0- W N
~ ❑ J 0_ W
Z F a tY
6_ S
7rJ . V W
N VI2 A Z a
J W ~ > a )-
ty . . ❑
N (2 a' W -1
La LI a o: a
v) .-. J
CYzat'' a
t- la - p 2 N
a 1-- 1-
)1,
7r u 1-
2z 1�
N CL ]C
W tr
W -=l
> 1-
1
J W 1a. 2
-4 a
FOR THIS
f0 TRACER WIRE AT
SPLIT NUT
SPLICES SHALL BE MADE USING ONLY
THE CONTRACTOR
T
BARE COPPER
INSTALLATIONS.
X
12
CONNECTORS.
BETWEEN NEW WATER
BE MAINTAINED
SEPARATION OF 10 FEET SHALL
MINIMUM HORIZONTAL
IS CONSTRUCTED
WHERE THE NEW WATER MAIN
AND EXISTING SANITARY SEWERS.
SHALL BE PLACED
TO EXISTING SANITARY SEWERS, NO PIPE JOINT
ABOVE THE
K
tip
(4.1
>
.)
cr-
v v
(.2ti
�•.! Lk;
N
//
8" C-900 PVC
EX/5T. 3' .
Ntt-
si)
T 6 (Y
T;) e) ,3 ,i k 1,),1
o V
NJ 1-
--
ij
EACH SIDE OF
SLURRY 10 FEET
ENCASED WITH A 2 SACK SAND
W
2
J
J
a
2
ALL EXCAVATIONS
THE END OF EACH DAYS WORK.
a
TO MATCH THE EXISTING PAVEMENT
INSTALLED IN PAVED
ARE BEING
J W
J 0!
a LIN
C
REPLACEMENT
THE PIPELINE
OR CONTAMINATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISTURBANCE
1-
J
tx
W
0.
A
W
U
d
J
0_
W
0.
W
CO
J
J
a
J
J
W
S
SHALL BE CONSIDERED CONTAMINATION. THE DRY
ALONG THE PRO
ANY DRY WELL
‘1)
CONTRACTORS EXPENSE,
SPECIFICATIONS
M
01can
6661 E :12:91 'O JeW mil
6325'
6320'
6315'
►i-rnasssaIIMMINMstr.MrsS
SSW
MMERM
SPIIPP !1 SINIlRIM
\arcIMPSOMR: MMEMMM
SIA I
illtrars
ala
MENEM
WEMMT, IMMEMM SWIM MIS
IMMISSIMWSIEWMM
AS BUILTS
WS
GAS -CAS -GAS -G:
TT: s1
GAS -GK -GS -GMS
GK - -GAS -GAS -GAS -GAS
INSTALL 6" MJ x v1J
GV
INSTALL 6"x6"x4" MJxMJ TEE
-
INSTALL STPUD S D.
0
co
G
W
z
STA. 6+84
SI
U
O
r -
XIS1 WA1EP
--r .,_T EET VA
-1
0
O
4-
UD
FH
PLUG EX. 4'=
INSTALL 40 L.F.
C-900 PVC PIPE
vA
wl EXIST.
CULVERT
MJ x MJ GV
,-PLUG END
STA. 4+90
INSTALL 6"x6"x6"
MJ x MJ TEE
6"SEWER MAIN
INSTALL 6" MJ X
EXIST.
/— CULVERT
R.O.W.
MJ GV
E/P — \
INSTALL 8" MJxMJ G V
STA. 1+05
INSTALL 8"x8"x6" MJ x MJ TEE
INSTALL 8" MJ x MJ G.V.
START
TO
I
3
3
3
3
O
n
+
INSTALL 8" MJ X MJ GV
STA. 4+90
INSTALL 8"x8"x6" MJ x MJ TEE
INSTALL 8" MJ x MJ GV
0
NEW 8" WATER -
E/P
"
0
0
"F" ST.
SCALE: HORZ: 1'=40'
VERT: 1 "= 5'
8" PIPELINE STA. 01 +00.
NTERTIE NEW 8" PIPELINE
EXISTING 8" WATER MAIN.
STA. 1+05 / INSTALL 6" MJ x MJ e.V.
INSTALL STPUD STD. F.H.
7
EXIST 4" WATER
6340'
6335'
6330'
6310'
6305'
6300'
AP
. RO X
EATS' L,RuUND
S-r)RF
ACE
L
INS
ALL
900 0
VC
6340'
6335'
6330'
6325'
6320'
6315'
6310'
6305'
6300'
W
0
nz
n
DATE: 11FEB99
SCALE:AS NOTED
DRAWN: JS/LNZ
FILE:TATA5J.DWG
SHEET:
OF SHEETS
R.O.W. (T1
P.)
6325'
6320'—
SEE SHEET
Q— GA
0
+
d
wTw
d
DI
R.O.W. (TYP.)
d
.I
4
I.
6
APPROX. EOP (TYP.)
GAS — GAS — GAS GAS
O
O
+
1}
INSTALL 8"
SEE SHEET 3
INSTALL 8" MJ x MJ GV
CJ w
—900 PVC PIPE
9 Iw /91
5' MI
GAS GAS GAS GAS GAS — GAS — GAS GAS — GAS GAS — GAS GAS — GAS GAS GAS — GAS — GAS — GAS — GAS — GAS — GAS GAS GAS GAS GAS GAS — GAS — GAS — GAS — GAS GAS GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS GAS GAS GAS GAS ---31
_ O
0 0
rn CO r m in d M tv
LJ Ln
z
+
O
0 t
5 (n
d d dd
d
d
EXIST 4'I WATER —
NEW 8" WATER
V
w
E/P
H \(TYP.)
.4 4
TATA L N .
.I
4
INSTALL 8" C-900
PVC PIPE.
SCALE: HORZ: 1'=40'
VERT: 1"= 5'
I as
,I d
N
R.O.W. (TYP.)
INSTALL 8" MJ x MJ GV
6" SEWER MAIN
STA. 1+OON
STA. 9+53W
INSTALL 8"x8"x8" MJ x MJ TEE
EXIST. CULVERTS
— EXIST 6" WATER —
INSTALL STPUD STD. FH
INSTALL 6" C-900 PVC PIPE
INSTALL 6" MJ x MJ GV
INSTALL 8"x8"x6" MJ x MJ TEE
INSTALL 8" C-900 PVC
INSTALL 8" C-90
PVC PIPE.
SEE SHEET 3
6315'-
6310'
315'-
6310'
6305'
6300'
6295'
6290'
6285'
a
E
t31la11 MINIMMEMIIN
••
���
MINIM
�IPI"7C1� t:1tk:14 rbriS
nor[.�r_ma• taa
ran
.ev.flINGIME
CM
eat:
MEI
E
■
MEM
6325'
6320'
6315'
6310'
6305'
6300'
-6295'
6290'
—6285'
AS BUILT
WS
A PUBLIC AGENCY
I I I
z
DATE: 99FEB26
SCALE: 1 "=40'
DRAWN: JS
FI LE:TATA3J. DWG
SHEET: 2
OF SHEETS
fAC fGC
6" SEWER MAIN
ref net
GAS
TIE—IN NEW WATERLINE
TO EXISTING
INSTALL 8" GV
APPROX. 1 0' OF ROCK TO BE
EXCAVATED BY CONTRACTOR USING
STPUD APPROVED METHOD. BLASTING
SHALL NOT BE PERMITTED.
"F" ST
INSTALL 6" C-900 PVC PIPE
INSTALL PLUG END
INSTALL 6" MJ x MJ GV
INSTALL 6"x6"x6" MJ x MJ
TEE
INSTALL 4" MJ x MJ CV;
TIE TO EXIST. 4" W.L.
INSTALL 6"x6"x6" MJ x MJ TEE
CUT EXIST. 4" AND REMOVE AS REQ'D.; PLUG END
INSTALL 6" MJ x MJ GV
INSTALL STRIP SN. FH
\
O /
I I
S I Ic—
w�v
EXIST E
INSTALL 8" C—
INSTALL 8" C-900
PVC PIPE.
P.
90l PVC
INSTALL 6" C-900 PVC
EXIST WAT
INSTALL 6" MJ x MJ CV
NSTALL 8'x6" MJ x MJ
STA. 15
+45W
INSTALL
8" MJ X MJ
90° ELBOW.
0
N
0
W
STA. 16+93W
INSTALL 8"X 8"X 8" MJ x MJ
TEE WITH 2 - 8" MJ X MJ C.V.'S.
& 1 - 6" x8" MJ x MJ REDUCER (NORTH END;
6" SEWER MAIN
APPROX. EOP (TYP.)
R.O.W. (TYP.)
EXIST. 4" W.L.
s
INSTALL 6"x6"xL"
MJ x MJ TEE
INSTALL 6" MJ x MJ GV
INSTALL STPUD STD FH
CUT & REMV. EXIST.
AS REQ'D. TO MAKE
INSTALL PLUG END I
IS
INSTALL 8" C-900
PVC PIPE.
SEE SHEET 4
APPROX. EOP (TYP.)
INSTALL 4" M
x MJ GV; TIE TO EXIST.
INSTALL PLUG END
INSTALL 6" MJ x MJ GV
INSTALL 6"x6"x6" MJ x MJ TEE
INSTALL 40 L.F. 6" C-900 PVC
4" W.L.
CONNECTION;
GAS
0
GI
i
GAS GAS — GAS GAS — GAS GAS — GAS GAS — GAS — GAS T GA
O
O
Q
wT EXIST. CULVERTS
s w
cos — GAS GAS — GAS GAS — GAS GAS — GAS GAS — GAS GAS — GAS GAS — GAS GAS — GAS GAS
S
SSMH
O
INSTALL 6" MJ x MJ GV
APPROX. EOP (TYP.)
INSTALL 8" C-900
PVC PIPE.
ST.
NEW 8" WATER
wl GI sl
INSTALL 8" C-900 PVC PIPE
O \INSTALL 8" MJ x MJ GV
STA. 13+00
INSTALL 8"x8"x6" MJ x MJ TE
INSTALL 8" MJ x MJ GV
SCALE: HORZ: 1" = 40'
VERT: 1" = 5'
n
O
E.P. AS POSSIBLE
EXIST 4" SER
0
LJ
INSTALL 8" MJ x MJ GV
INSTALL 8"x8"x6" TEE
INSTALL 6" MJ xMJ GV
INSTALL 6" C-900 PVC
+
INSTALL 8" C-
00 PVC PIPE
GAS GAS — GAS — GAS — GAS — GAS — GAS G
O- n
R.O.W. (TYP.)
INSTALL 8" MJ x
MJ GV
STA.9+53
INSTALL 8"x8"x8" MJ x MJ TEE
INSTALL STPUD STD.
6340
6335
6330
6325
6320
18+00
17+00 16+00
=H
S — GAS
SEE SHEET
15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00
_EE
V
W
U)
1—
LJ
���'�IIVii�iti'i'�1 • :
811
STA. 21+i
INSTALL 8
INSTALL 8" C-900 PVC
w w
ittgliMPIOMPAISIIWA
\ WI S G
4
MJ x MJ 90 DEG.
A. 21+64
(STALL 8" x8"x8" MJ
/ 3 — 8" MJ xIMJ
s w
XIST. CULVERT +
N
:LBOW
x MJ TEE
GV's
s
+
0
N
NEVI 8" WATERT
—rr esc ra
+
W w
— 1—
APPROX
APPROX EOP (TYP.)
sl
G S
rac — ret rat — men — rat - Gec rdt - rdt - re O rat —
o +
+
m
L1J
z_
J
U
INSTALL 8" C-900 PVC
(SEE SHT. NO.
FOR ON—SITE
PLAN)
S PUD TATA W
BIOSTER PUM
6
(PING
LLS AND
STATION
S
INSTAL
REMOVE
NEW 6"
GV. RE
PLUG E
G
8"x6"x8" MJ x MJ
EXIST. F.H., REPLACE
C-900 PVC LATERAL
URN OLD F.H. TO S
IST. 8" W.L.
5
EE
WITH NEW F.H.,
W/ 6" MJ x MJ
PUD
TATA LN.
EXIST 8" WATER
STA. 15+37
INSTALL 6"x6"x6" MJ x MJ
TEE
STA. 15+61
w4NSTALL 8"x xs"
IG sl lc
fat -
ret - rAc
dJ x MJ TEE
R.O.W. I(TYP.)
INSTALL 6 MJ x MJ CV W/ PLLG END
INSTALL 4" MJ x MJ GV; TIE TO EXIST.,
REMOVE 4" PIPE AS REQ'D. AND PLUG END
' INSTALL 4'
INSTALL 4
INSTALL S'
0
+
O —
0
co
s
w
s
R.O.W. (TYP.)
APPROX. E/P (TYP.)
INSTALL 8" MJ x MJ GV
INSTALL 8" MJ x MJ GV;
TIE TO EXIST 8" W.L., PLUG
ENDS/REMOVE EXIST. 8" W.L. AS REQ'D.
TATA 300STER
PUv
P & WELLS SITE
SCALE: HORZ: l'=40'
VERT: 1"= 5'
a
1 -
CULVERTCU
MJ x MJ GV
C-900 PVC
PUD STD. FH
INSTALL 6"x6"x4" MJ x MJ TEE
C Sr(IST. PIPE AS REQ'D. & IN3P11 PLS END
E
GI A
51 rJ
sl T sI
wi
sl
GAS — O
0
+
i"
GAS
S GAS — GASp AS --GAS — GAS — GAS GAS — G�
+ +
M CN
NEW 8" WATER I
GAS — GAS — GAS — GAS
GAS 0— GAS
0
51
sl
REMOVE EXIST FH AND RETURN TO STUPD; PLUG PIPE
INSTALL 8" MJ x MJ GV
STA. 15+7
INSTALL 8 x8"w6" MJ x MJ TEE
(n
0
EXIST. 6" WATER - -
51
MATCH LINE
6315
6310
6305
6300
6295
6290
6285
6280
6275
6315
6310
6305
6300
6295
6290
6285
6280
6275
AS BUILT
WS
HOE PUBLIC U
A PUBLIC
/
n
Q
/ <
Q
DATE: 1 1 FEB99
SCALE:AS NOTED
DRAWN: JS/LNZ
FI LE:TATA2J. DWG
SHEET: /j
OF SHEETS
LTJ
STA. 30+81
INSTALL 8" MJ.x MJ
w
90 IDEG. ELBOW
7 EXIST. F.H.
EXIST. R.O.W. (TYPICAL;)
0
+
0
N I
GAS — GF L -- GAS GAS — GAS — GAS
s
STA. 30-181; CONNECT TO EXIST.
INSTALL t X8"X8" MJ x MJ TEE
W/ 8" N 1 x MJ G.V.'s ON
NORTH F
n
0
+
W
XX
CUT AND PLUG ENDS ON EXIST. a W.L
INSTALL B" MJ x MJ 45 DEG. ELBOWS
CONNECT TO EXIST. 8" W.L (CUT OUT SECTION
OF EXIST. 8' PND PLUG END, AS REVD.)
DEDICATE
BOOSTER
INSTALL 8" C-900 PVC PIPE
GARDNER MOLNTAIN
PIPELINE (FIRST ORDER OF WORK)
INSTALL STPUD STD FM
INSTALL 6" C-900 PVC PIPE
s
TATA LN.
WI
0
0
N
GAS — GAS —1- GAS — GAS — GAS — GAS — GAS —4- GAS — GAS — GAS
GAS a SSMN
Ls
N�
— nt —
I
1*
Z —EXIST. A' WASTjIER
L
c
r
\
J
lo
x
N
EXIST. CULVERT
sl
EXIST. CULVERTS
W
Q
W
I
cn
W
S
INSTALL 8" MJ x W
STA 26+W; INSTALL
\ INSTALL 8' MJ x MJ Gv
REMOVE EXIST. F.H. AND
J
S
EXIST PIPE
W
S
S
s
WI
SW
W
3▪ 3
* 53
cn▪ V)
ww
SCALE: HORZ: 1'=40'
VERT: 1"= 5'
0
0
C4
N
h
N
N
ELLS
UMP
6300
6295
6290
6285
6280
6275
6270
6265
6260
APPROX. EYIST.GROUND SURFAC
1
12.1_ F
'17.LZ1T ,--sa
r8':vF
L
EXlsr. C SEWER
6300
6295
6290
6285
6280
6275
6270
6265
6260
DATE: 1 1 FEB99
SCALE:AS NOTED
DRAWN: JS/LNZ
FILE:TATA1 J.D'WG
SHEET: 5
OF SHEETS
\_
cn
W
S
INSTALL 8" MJ x W
STA 26+W; INSTALL
\ INSTALL 8' MJ x MJ Gv
REMOVE EXIST. F.H. AND
IIW S
GV
new MJ x MJ TEE
RETURN TO STPUD PLUG
S
EXIST PIPE
W
S
S
s
WI
SW
W
G
'N.."-- CYCLONE FENCE
V
F
R.O.W. (TYP.)
E/P (TYPJ
■ STPUD TATA
& BOOSTER
STATION
■
W
O
O
CN
N
Q
I—
V)
ELLS
UMP
6300
6295
6290
6285
6280
6275
6270
6265
6260
APPROX. EYIST.GROUND SURFAC
1
12.1_ F
'17.LZ1T ,--sa
r8':vF
L
EXlsr. C SEWER
6300
6295
6290
6285
6280
6275
6270
6265
6260
DATE: 1 1 FEB99
SCALE:AS NOTED
DRAWN: JS/LNZ
FILE:TATA1 J.D'WG
SHEET: 5
OF SHEETS
1 "=40'
INTERTIE TO EXIST 8"WL
4"STEEL CASING
NEW 8"C-900 WL
ABANDON EXIST 4"WL
4
b
0
South Lake Tahoe,
Fox (916) 541-0614
Phone (916) 544-6474
DATE: 00MAY22
SCALE: NO SCALE
DRAWN: WS
FILE: TATAFW
SHEET:
OF 6 SHFFT__