HomeMy WebLinkAboutBijou 1 Plans - Conformed SetHIGHWAY
50
HIGHWAY
50
US HWY
5
0
TREEHAVEN DR
SANDY WAY
TA
K
E
L
A
D
R
PICKETT AVE
RU
F
U
S
A
L
L
E
N
B
L
V
D
FR
E
M
O
N
T
A
V
E
LAKE TAHOE
CAPE HORN RD
JU
N
I
P
E
R
A
V
E
LO
N
G
V
A
L
L
E
Y
A
V
E
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
TITLE SHEET
G1
1
BIJOU 1 WATERLINE REPLACEMENT PROJECT
SOUTH LAKE TAHOE, CALIFORNIA
VICINITY MAP
NTS
ENGINEER
300 E. 2nd St. Suite 1210
Reno, Nevada 89501
(775) 329-4955 Fax (775) 329-5098
SOUTH TAHOE PUBLIC UTILITY DISTRICT
PROJECT
AREA
SHEET INDEX
BOARD OF DIRECTORS
SOUTH TAHOE PUBLIC UTILITY DISTRICT
NICK EXLINE
JOEL HENDERSON
NICK HAVEN
SHANE ROSMOS
KELLY SHEEHAN
DIRECTORS
PAUL HUGHES
GENERAL MANAGER
APPROVED FOR PURPOSES OF GOVERNMENT CODE 830.6
JULIE H RYAN, DISTRICT ENGINEER
P.E. NO CE 59002
SOUTH TAHOE PUBLIC UTILITY DISTRICT
DATE
LOCATION MAP
NTS
PROJECT
LOCATION
03/19/2025
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
GENERAL NOTES
G2
2
CONTRACTOR SHALL PRESERVE THE EXISTING MONUMENTS IN THE WORK AREA PER THE STATE OF CALIFORNIA
BUSINESS AND PROFESSIONS CODE SECTION 8771. IF THE CONTRACTOR DISTURBS OR REMOVES ANY MONUMENTS IN
THE PROJECT AREA, THE CONTRACTOR SHALL REPLACE THE MONUMENTS, SET BY A LICENSED LAND SURVEYOR IN
THE STATE OF CALIFORNIA, AND FILE WITH THE COUNTY AT THE CONTRACTOR'S EXPENSE.
26)
1 4/18/25 ADDENDUM NO. 2
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
STAGING AREA PLAN
G3
3
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
LEGEND
&
ABBREVIATIONS
G4
4
F
TR
TA
K
E
L
A
D
R
FR
E
M
O
N
T
A
V
E
TREEHAVEN DR
MONO LN
SANDY WAY
JU
N
I
P
E
R
A
V
E
LO
N
G
V
A
L
L
E
Y
A
V
E
FIR AVE
PICKETT AVE
ASH AVE
CAPE HORN RD
DEER P
A
R
K
A
V
E
PICKETT AVE
C1
C2
C3
C4 C5
C6
C7
C8
C9
C10
O
A
K
A
V
E
CR
A
I
G
A
V
E
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
SITE PLAN
&
SHEET INDEX MAP
G5
5
GV
SANDY WAY
TA
K
E
L
A
D
R
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
SANDY WAY
WATERLINE
PLAN
C1
6
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
5
)
GV
SANDY WAY
TA
K
E
L
A
D
R
F
UB
GV
SANDY WAY
FR
E
M
O
N
T
A
V
E
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
SANDY WAY
XX
X
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
5
)
MA
T
C
H
L
I
N
E
"
S
A
N
"
1
4
+
0
0
(
S
E
E
B
E
L
O
W
)
MA
T
C
H
L
I
N
E
"
S
A
N
"
1
4
+
0
0
(
S
E
E
A
B
O
V
E
)
C1.1
1 6/12/25 INCLUDED FOR
FIELD WORK
MB
MONO LN
FR
E
M
O
N
T
A
V
E
MB
MBMB
TA
K
E
L
A
D
R
MONO LN
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
MONO LN
WATERLINE
PLAN
C2
7
MA
T
C
H
L
I
N
E
:
"
M
O
N
"
S
T
A
1
3
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
M
O
N
"
S
T
A
1
3
+
5
0
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
4
)
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
5
)
MBMBMB
MB
MB MB MB MB
MB
TREEHAVEN DR
FR
E
M
O
N
T
A
V
E
MBMB
MBMB
MB
MB MB MB
MB MB
TA
K
E
L
A
D
R
TREEHAVEN DR
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
TREEHAVEN DR
WATERLINE
PLAN
C3
8
MA
T
C
H
L
I
N
E
:
"
T
R
E
"
S
T
A
1
4
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
T
R
E
"
S
T
A
1
4
+
5
0
S
E
E
A
B
O
V
E
MATCHLINE (SEE SHEET C4)
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
5
)
MB
MB
F
GV
SA
N
D
Y
W
A
Y
FREMONT AVE
TR
E
E
H
A
V
E
N
D
R
MO
N
O
L
N
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
FREMONT AVE
WATERLINE
PLAN
C4
9
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
3
)
MATCHLINE (SEE SHEET C2)
MB
MB
MB
MB
TAKELA DR
TR
E
E
H
A
V
E
N
D
R
MO
N
O
L
N
GV
SA
N
D
Y
W
A
Y
TAKELA DR
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
TAKELA DR
WATERLINE
PLAN
C5
10
MA
T
C
H
L
I
N
E
:
"
T
A
K
"
S
T
A
1
3
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
T
A
K
"
S
T
A
1
3
+
5
0
S
E
E
A
B
O
V
E
MATCHLINE (SEE SHEET C3)
MATCHLINE (SEE SHEET C2)
MATCHLINE (SEE SHEET C1)
MB
MB
MB
MB
MB
MB
MB
TR
TR
TR
TR
TR
TRTR
JU
N
I
P
E
R
A
V
E
ASH
A
V
E
MB
MB
MB
MB
TR
TR
TR
LO
N
G
V
A
L
L
E
Y
A
V
E
ASH AVE
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
ASH AVE
WATERLINE
PLAN
C6
11
MA
T
C
H
L
I
N
E
:
"
A
S
H
"
S
T
A
1
3
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
A
S
H
"
S
T
A
1
3
+
5
0
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
9
)
M
A
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
1
0
)
MB
MB
MB
MB
MB
MB
MB
TR
TR
TR
JU
N
I
P
E
R
A
V
E
PICKETT AVE
MB
MB
MB
MB
MBMB
MB
TR
TR
TR
TR
TR
MB
TR
L
O
N
G
V
A
L
L
E
Y
A
V
E
PICKETT AVE
PICKETT AVE
O
A
K
A
V
E
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
PICKETT AVE
WATERLINE
PLAN
C7
12
MA
T
C
H
L
I
N
E
:
"
P
I
C
"
S
T
A
1
4
+
5
0
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
:
"
P
I
C
"
S
T
A
1
4
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
9
)
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
1
0
)
MA
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
1
0
)
MB
TR
TR
TR
TR
TR
FIR AV
E
J
U
N
I
P
E
R
A
V
E
MBMB
TR
TR
TR
TR TR
TR
LO
N
G
V
A
L
L
E
Y
A
V
E
FIR AVE
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
FIR AVE
WATERLINE
PLAN
C8
13
MA
T
C
H
L
I
N
E
:
"
F
I
R
"
S
T
A
1
3
+
0
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
F
I
R
"
S
T
A
1
3
+
0
0
S
E
E
A
B
O
V
E
M
A
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
9
)
M
A
T
C
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
1
0
)
MBMB
MB
MB
MB
MB
MB
TR
TR
TR
TR
TR
TR
JUNIPE
R
A
V
E
PI
C
K
E
T
T
A
V
E
F
I
R
A
V
E
C
A
P
E
H
O
R
N
R
D
MB
MB
MB
MB
TR
TR
TR
TR
TR
TR
TR
TR
AS
H
A
V
E
JUNIPER AVE DE
E
R
P
A
R
K
A
V
E
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
JUNIPER AVE
WATERLINE
PLAN
C9
14
MA
T
C
H
L
I
N
E
:
"
J
U
N
"
S
T
A
1
5
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
J
U
N
"
S
T
A
1
5
+
5
0
S
E
E
A
B
O
V
E
MATCH
L
I
N
E
(
S
E
E
S
H
E
E
T
C
8
)
MATCHLINE (SEE SHEET C7)
MATC
H
L
I
N
E
(
S
E
E
S
H
E
E
T
C
6
)
MB
MBMB
MB
MB
TR
TR
TR
TR
TR
TR
MB
LONG VALLEY AVE
PI
C
K
E
T
T
A
V
E
F
I
R
A
V
E
CA
P
E
H
O
R
N
R
D
MB
MB
MB
MB MB
TR
TR
TR
TR
MB
TR
A
S
H
A
V
E
LONG VAL
L
E
Y
A
V
E
P
I
C
K
E
T
T
A
V
E
D
E
E
R
P
A
R
K
A
V
E
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
LONG VALLEY AVE
WATERLINE
PLAN
C10
15
MA
T
C
H
L
I
N
E
:
"
L
G
V
"
S
T
A
1
5
+
5
0
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
:
"
L
G
V
"
S
T
A
1
5
+
0
0
S
E
E
A
B
O
V
E
MATCHL
I
N
E
(
S
E
E
S
H
E
E
T
C
8
)
MATCHLINE (SEE SHEET C7)
MATCHLINE (SEE SHEET C7)
MATCHLINE (SEE SHEET C6)
FREMONT AVE
JUNIPER
A
V
ECA
P
E
H
O
R
N
D
R
TR
DE
E
R
P
A
R
K
A
V
E
LONG VALLEY A
V
E
CA
P
E
H
O
R
N
R
D
D
E
E
R
P
A
R
K
A
V
E
LONG VALLEY AVE
GV
TAKELA AVE
PICKETT AVE
OA
K
A
V
E
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
WATER
CONNECTION
DETAILS
C11
16
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
DETAILS
D1
17
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
S O U T H T AHOE
P
U
BLIC UTI L I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WM04
FIRE HYDRANT
6/2/2022 NTS
WM04
NOTES:
1)FIRE HYDRANTS SHALL HAVE TWO 2-1/2" HOSE NOZZLES AND ONE 4" PUMPER NOZZLE AND BE FACTORY PAINTED RED.
2)FIRE LINE TEE ON NEW WATER MAINS AND EXISTING WATER MAINS 6" AND SMALLER SHALL BE DUCTILE IRON WITH 6"
FLANGED BRANCH. WRAP DUCTILE IRON TEE WITH POLYWRAP PER AWWA C105. TAPPING SADDLE TO BE USED ON
EXISTING WATER MAINS 8" AND LARGER SHALL BE STAINLESS STEEL WITH 6" FLANGED BRANCH.
3)EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KEPPERS 505, TNEMEC 46-450,
AMERON, OR EQUAL. 15 MILS EACH COAT.
4)ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM.
5)THE ENTIRE HYDRANT ASSEMBLY FROM THE MAIN TO THE HYDRANT SHALL BE RESTRAINED.
6)COMPLETELY WRAP DRAIN ROCK IN FILTER FABRIC AND SECURE TO HYDRANT RISER WITH TAPE. DRAIN ROCK SHALL
COVER HYDRANT WEEP HOLES WITH 6" MINIMUM COVER.
7)TAPPING SADDLES SHALL BE PRESSURE TESTED PRIOR TO SCHEDULING HOT TAP. HOT TAP TO BE PERFORMED BY
DISTRICT CREW. SCHEDULE HOT TAP 48 HOURS IN ADVANCE.
8)ON NEW WATER MAINS HYDRANT ASSEMBLY SHALL PASS HYDROSTATIC PRESSURE AND DISINFECTION TESTING ALONG
WITH THE NEW PIPELINE. FOR INSTALLATIONS ON EXISTING MAINS WHERE HYDRANT LATERAL IS LESS THAN 20 FEET,
PIPING, HYDRANTS AND FITTINGS SHALL BE SWABBED. ALL DISINFECTION SHALL CONFORM TOP AWWA C651.
9)THE EXACT LOCATIONS FOR THE FIRE HYDRANT INSTALLATIONS WILL BE DETERMINED IN THE FIELD.
6" FLG X MJ GATE VALVE
AND SUPPORT BLOCK PER
DETAIL WM03
SEE NOTE #5
MAIN SIZE TEE OR TAPPING
SADDLE, SEE NOTE #2
10 GA. PTW SOLID
COPPER TRACER WIRE
VALVE BOX, COVER AND
RISER PIPE PER WM03
WRAP TRACER
WIRE AROUND
HYDRANT
HYDRANT BURY LINE
NOT TO EXCEED 3"
ABOVE FINAL GRADE
WRAP FILTER FABRIC OVER
DRAIN ROCK, SEE NOTE 6
MIN 5 CUBIC FEET OF
3/4" DRAIN ROCK
HYDRANT WEEP HOLES
TO REMAIN CLEAR OF
CONCRETE AND DIRT
2"8"X16" PRECAST
STRUCTURAL BLOCK
18" MIN
MIN 6 SQ. FT
THRUST BLOCK
PER WM09
BRANCH TEE
TAPPING SADDLE
ROMAC 501 COUPLING
OR APPROVED EQUAL
EXISTING WATER MAIN
8" AND LARGER
2' MIN
EXISTING WATER MAIN 6"
AND SMALLER
TAPPING SLEEVE
WITH TEST PORT,
SEE NOTE 7
MAIN SIZE PVC
OR DIP PIPE
BRANCH TEE
2' MIN
NEW WATER MAIN
HYDRANT LATERAL,
6" PVC OR DIP PIPE
HYDRANT LATERAL,
6" PVC OR DIP PIPE
HYDRANT LATERAL,
6" PVC OR DIP PIPE
6" PVC OR DIP
HYDRANT SIGN PROVIDED
BY DISTRICT
48" MIN
6' MIN
FROM EOP
2' MIN FROM CURB
2' FROM ROW
MIN 1 CUBIC FEET OF
CONCRETE
EXISTING WATER
MAIN
CONNECT TO EXISTING HYDRANT
WHERE SPECIFIED IN PLAN
CONNECT TO EXISTING VALVE
WHERE SPECIFIED IN PLAN
NEW HYDRANT
UNLESS
OTHERWISE
SPECIFIED IN PLAN
WARNING TAPE
S O U T H T AHOE
P
U
BLIC UTI L I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WM01
WATER MAIN TRENCH
WITHIN PAVED AREAS
3/3/2023 NTS
WM01
1 4/18/25 ADDENDUM NO. 2
NOTES:
1) FIRE HYDRANTS SHALL HAVE TWO 2-1/2" HOSE NOZZLES AND ONE 4" PUMPER NOZZLE AND BE FACTORY PAINTED RED.
FIRE HYDRANT SHALL BE FIELD LOCATED BY DISTRICT.
2) TAPPING SADDLE SHALL BE STAINLESS STEEL WITH 6" FLANGE AND TEST PORT. TAPPING SADDLES SHALL BE
HYDROSTATICALLY PRESSURE TESTED PRIOR TO HOT TAP; HOT TAP SHALL BE PERFORMED IN THE PRESENCE OF A
DISTRICT REPRESENTATIVE, AND MUST BE SCHEDULED 48 TO 72 HOURS IN ADVANCE.
3) FIRE LINE TEE SHALL BE DUCTILE IRON WITH 6" FLANGED BRANCH. WRAP DI WITH POLY WRAP PER AWWA C105. SIZE
TEE TO MATCH MAIN, WITH DI REDUCER ON BRANCH, IF NEEDED.
4) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM.
5) LATERAL PIPE TO MATCH MAIN PIPE, IF MAIN PIPE AC OR STEEL CONTRACTOR SHALL USE C900 DR18 UNLESS
OTHERWISE DIRECTED BY DISTRICT. THE ENTIRE HYDRANT ASSEMBLY FROM THE MAIN TO THE HYDRANT SHALL BE
RESTRAINED, WITH APPROPRIATE MJ PRODUCT FOR LATERAL PIPE MATERIAL (US PIPE, EBBA IRON OR EQUAL).
6) COMPLETELY WRAP DRAIN ROCK IN FILTER FABRIC AND SECURE TO HYDRANT RISER WITH TAPE. DRAIN ROCK SHALL
COVER HYDRANT WEEP HOLES WITH 6" MINIMUM COVER.
7) ON NEW WATER MAINS HYDRANT ASSEMBLY SHALL PASS HYDROSTATIC PRESSURE AND DISINFECTION TESTING ALONG
WITH THE NEW PIPELINE. FOR INSTALLATIONS ON EXISTING MAINS WHERE HYDRANT LATERAL IS LESS THAN 20 FEET,
PIPING, HYDRANTS AND FITTINGS SHALL BE SWABBED AND FLUSHED.ALL DISINFECTION SHALL CONFORM TO AWWA C651.
8) ALL CONCRETE SHALL BE CLASS C, PER DISTRICT STANDARD SPECIFICATIONS.
9) INSTALL 2"X2" SQUARE, 12 GA STEEL SIGN POST, 10FT TALL, POWDER COATED DARK GREEN, WITH 30" GALVANIZED
ANCHOR AND 18" BREAKAWAY SLEEVE. INSTALL POST 18" AWAY FROM HYDRANT TO THE RIGHT WHEN LOOKING AT THE
HYDRANT FROM THE STREET.
10) COBRA ACCESS POINT T2-BLUE-FLPKG BY COPPERHEAD OR EQUAL. DRIVE IN 1.5-LB MAGNESIUM OR COPPER GROUND
ROD TO BOTTOM OF EXCAVATION BEFORE BACKFILL. THREAD GROUND WIRE THROUGH FLEXIBLE CONDUIT AND
ATTACH TO GROUND ROD. INSTALL ON FLANGE PER MANUFACTURER INSTRUCTIONS AND ATTACH GROUND WIRE TO
ONE TERMINAL ACCESS POINT AND TRACER WIRE TO THE OTHER. CONTRACTOR SHALL INSTALL 1" RIGID CONDUIT
FROM ACCESS POINT THROUGH COLLAR FOR WIRE ACCESS.
11) SEE WM01 & WM02 FOR TRENCH BACKFILL AND ASPHALT REPAIR REQUIREMENTS.
12) TOP OF COLLAR SHALL SIT 2" BELOW FINISH GRADE. AFTER CONCRETE IS SET, RESTORE SURFACE TO MATCH
SURROUNDING.
6"FLGXMJ GATE VALVE
AND SUPPORT BLOCK
PER DETAIL WM03
SEE NOTE 5
MAIN SIZE TEE OR TAPPING
SADDLE, SEE NOTE 2
TRACER WIRE, PER STANDARD
DETAIL G3, NOTE 5
VALVE BOX, COVER AND
RISER PIPE PER WM03
SEE NOTE 10
HYDRANT BURY LINE
NOT TO EXCEED 3"
ABOVE FINAL GRADE
WRAP FILTER FABRIC OVER
DRAIN ROCK, SEE NOTE 6
MIN 5 CUBIC FEET
OF 3/4" DRAIN ROCK
HYDRANT WEEP HOLES
TO REMAIN CLEAR OF
CONCRETE AND DIRT
2"X4"X16" PRECAST
STRUCTURAL BLOCK
18" MIN
CONCRETE
THRUST BLOCK
PER WM09
BRANCH TEETAPPING SADDLE
ROMAC 501 COUPLING
OR APPROVED EQUAL
EXISTING WATER MAIN
8" AND LARGER
2' MIN
EXISTING WATER MAIN
6" AND SMALLER
TAPPING SLEEVE,
PER NOTE 2
NEW PVC OR
DIP PIPE BRANCH TEE
2' MIN
NEW WATER MAIN
SEE NOTE 5SEE NOTE 5
SEE NOTE 5
SIGN POST, PER NOTE 9
6' MIN FROM EOP
2' MIN FROM CURB
2' MAX ROW
MIN 1 CUBIC FEET
OF CONCRETE
48" MIN
TEE PER NOTE 3
TEE PER NOTE 3
30"
18"6"
24"
CONCRETE COLLAR,
SEE NOTE 12
S O U T H T A HOE
P
UBLIC UT IL I T Y D I S T R I C TSTANDARD DETAIL
DATE: 4/15/25
WM04
FIRE HYDRANT
WM04
DRAWN: MAM UPDATED BY: JHR
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
DETAILS
D2
18
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
1) ALL JOINTS SHALL BE RESTRAINED.
2) IF COMPACTION UNDER EXISTING UTILITY CAN NOT BE ACCOMPLISHED, USE TWO (2) SACK SAND
SLURRY TO FILL THE VOID UNDER THE UTILITY.
S O U T H T AHOE
P
U
BLIC UT I L I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
SS04
SEWER LATERAL REPLACEMENT
AT PIPE TRENCH
11/7/2023 NTS
SS04
S O U T H TA HOE
P
U
BLIC UT IL I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WS01
NTS11/7/2023
WATER SERVICE
WS01
DOUBLE SERVICE
S O U T H T AHOE
P
U
BLIC UTIL I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WM13
TRANSITION COUPLER
10/16/2023 NTS
WM13
1 4/18/25 ADDENDUM NO. 2
NOTES:
1) 2" POLYETHYLENE CLASS 200 PSI COPPER TUBE SIZE. PIPE STIFFENER INSERTS AT ALL CONNECTIONS.
ALL POLY CONNECTIONS SHALL BE THE COMPRESSION TYPE
2) BURY DEPTH 48" TYPICAL, UNLESS OTHERWISE DIRECTED BY DISTRICT.
3) WATER VALVE BOX SHALL BE CHRISTY G5 OR APPROVED EQUAL WITH A METAL LID MARKED "WATER". IN
PAVEMENT INSTALL CONCRETE COLLAR. COLLAR SHALL BE A MINIMUM OF TWELVE INCHES (12") WIDE AND
SIX INCHES (6") DEEP.
4) ALL COMPONENTS SHALL BE DISINFECTED PER AWWA C651 PRIOR TO BEING PLACED INTO SERVICE. IF
BEING INSTALLED ON EXISTING MAIN, HOT TAP SHALL BE PERFORMED BY IN PRESENCE OF A DISTRICT
REPRESENTATIVE AND MUST BE SCHEDULED 48 TO 72 HOURS IN ADVANCE.
5) POST HYDRANT SHALL BE: AVK SERIES 67 OR EQUAL, FACTORY PAINTED GREEN, DRY BARREL, 4' BURY
(ADD EXTENSION AS NEEDED), 2.5" PUMPER NOZZLE, 2" FIP OPENING AT FOOT VALVE AND BREAK AWAY
FLANGE. THE EXACT LOCATION FOR POST HYDRANT INSTALLATION SHALL BE DETERMINED BY DISTRICT IN
THE FIELD.
6) ALL CONCRETE SHALL BE CLASS C, PER DISTRICT STANDARD SPECIFICATIONS.
7) INSTALL 2"x2" SQUARE 12 GA. STEEL SIGN POST 10' TALL, POWDER COATED DARK GREEN WITH 30"
GALVANIZED ANCHOR AND 18" BREAK AWAY SLEEVE. INSTALL POST 18" AWAY FROM HYDRANT TO THE
RIGHT WHEN LOOKING AT HYDRANT FROM THE STREET.
8) SEE WM01 & WM02 FOR TRENCH BACKFILL AND ASPHALT REPAIR REQUIREMENTS.
9) STACK PRECAST CONCRETE BLOCK (8X16), WIDTH SIZED FOR TIGHT INSTALLATION BETWEEN HYDRANT
AND UNDISTURBED SOIL.
10) TOP OF COLLAR SHALL SIT 2" BELOW FINISH GRADE. AFTER CONCRETE IS SET, RESTORE SURFACE TO
MATCH SURROUNDING.
PARTS:
1 EPOXY COATED DUCTILE IRON SERVICE SADDLE WITH TWO STAINLESS STEEL STRAPS
2 2" BRASS CORP MIP X MIP & FIP X CTS COMP
3 2" BRASS FIP X CTS COMP
4 2" BRASS MIP X CTS COMP
5 2" BRASS NIPPLE 6" - 12" LONG
6 2" FIP X FIP EPOXY COATED, GATE VALVE WITH 2" OPERATING NUT
7 TRACER WIRE, STANDARD DETAIL NOTES G3 WATERLINE NOTES, NOTE 5
8 SUPPORT BLOCK 4"X8"X16", PRECAST CONCRETE SEE NOTE 9
SEE NOTE 5
2" MIN - 6" MAX
6"
2' MAX TO ROW
CONCRETE
COLLAR,
SEE NOTE 10
24"
FABRIC WRAPPED
34" DRAIN ROCK,
KEEP WEEP HOLES
CLEAR OF CONCRETE
CONCRETE
THRUST BLOCK
SEE NOTE 7
6"
2' MIN
TO EOPSEE NOTE 3
SEE
NOTE 2
30"
18"
6" SDR 35,
PVC RISER
36" TYPICAL
7 3
6 7
2" CTS POLY,
SEE NOTE 1
4 8531WATER MAIN 2"X8"X16" CONCRETE BLOCK
2
5
S O U T H T A HOE
PUBLIC UT IL I T Y D I S T R I C TSTANDARD DETAIL
DATE: 4/15/25
STANDARD DETAIL
POST HYDRANT BLOW OFF
WM14
DRAWN: MAM UPDATED BY: JHR
WM04
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
DETAILS
D3
19
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
DETAILS
D4
20
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
S O U T H T AHOE
P
U
BLIC UT IL I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WS02
NTS11/7/2023
INSTALLATIONS
BASE METER
WS02
S O U T H T AHOE
P
U
BLIC UTIL I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WS02A
NTS11/712023
WITHIN TRAFFIC AREA
WATER METER 3/4" AND 1"
WS02A
S O U T H T AHOE
P
UBLIC UT I L I TY D I S T R I C TSTANDARD DETAIL
DATE:SCALE:
WS03
NTS11/7/2023
METER INSTALLATIONS
TRAFFIC RATED
WS03
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
BMP DETAILS
D5
21
ISSUED F
O
R
DATE: 03-1
8
-
2
0
2
5
BID
22
BIJOU 1 WATERLINE
REPLACEMENT
PROJECT
300 E 2nd St., Suite 1210
Reno, Nevada 89501
(775) 329-4955 * Fax (775) 329-5098
TRAFFIC
CONTROL
PLAN
T1
22