WL159AS BUILT
1
WWS
05SEPO3
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1
Sewer . 1950. Water A PUBLIC AGENCY
1275 Meadow Crest Drive • South Lake Tahoe, California 96150
Phone (530) 544-6474 • Fax (530) 541-0614
LA<E TAHOE 3LVD. WATEL \ E SEP ACEV E\T
PLA\ - POEILE
- No. 28283
* Exp. 03/31/06
`�ffi//
CN.�P
DATE:13MAR03
SCALE: 1 "= 40'
DRAWN: R.V.
FILE: SOUTHY4
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CONTRACTOR SHALL SUBMIT TO THE
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THAT THE STOCK PILING OF MATERIAL UPON ANY DRAINAGE FACILITY SHALL BE CONSIDERED CONTAMINATION AND
SHALL BE RESTORED OR REPLACED PER THE CITY OF SO LAKE TAHOE SPECIFICATIONS AT THE CONTRACTORS EXPENSE.
STORM WATER COLLECTION OR RETAINAGE SYSTEMS ALONG THE
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THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING UTILITIES.
UTILITIES WHERE SHOWN ON PLANS ARE
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THRUST BLOCK AREA REQUIRED - SQUARE FEET
TYPE
IPTfINGF
90' BEND
45' BEND
22.5' BEND
11.25' BEND
TEE
TEE
W/ PLUG
CROSS
W/ PLUG
CROSS
W/ PLUGS
TYPICAL
INSTALLATION
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LAKE TAHOE 3LVD. WATEL \E EDLACEVVE\T
DETAIL DAWI\GS
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1 SIZE OF PIPE
6"
4
4
2
2
4
4
4
4
8"
10
6
3
3
10
10
10
10
10
12
8
4
4
15
15
15
15
12
16
10
6
6
20
20
20
20
14
21
12
6
6
22
21
22
21
16
27
15
8
8
22
27
27
27
18
45
25
13
13
32
45
45
45
24
65
35
1 18
18
45
65
65
65
-0"
MIN.
BEARING
AREA
SECT O\
NOTES
1. JOINTS, FLANGE BOLTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE.
2. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL.
3. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 423-C-2500 OR BETTER P.C.C.
4. THRUST BLOCK AREA IS BASED ON TEST PRESSURE OF 150 PSI AND A HORIZONTAL
SOIL BEARING STRENGTH OF 1500 PSI.
5. NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF
KOPPERS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAT.
TYPICAL TH
BUST
NO SCALE
3LOC
'K DETAIL
FINISHED
GRADE
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COUPL/NG-
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SOURCE
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NOTES:
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OUTLET TO PROPERTY
OR EQUIPMENT
1. METER SHALL BE SENSUS SERIES "W" TURBO OR SHR COMPOUND AS REQUIRED REGISTERING IN 100 CF
2. METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 36" AND NOT MORE THAN 48" MEASURED
FROM THE TOP OF THE METER BOX TO THE TOP OF THE SUPPLY PIPE(SEE DETAIL).
3. REQUIRED DISMANTLING JOINT SHALL BE INSTALLED ON THE DOWNSTREAM OF METER AND UPSTREAM OF
BYPASS ISOLATION VALVE(SEE DETAIL).
4. METER BYPASS SHALL BE NO LESS THAN TWO NOMINAL PIPE SIZES LESS THAN THE METER SIZE FOR
NON CRITICAL SERVICES AND FULL METER SIZE FOR CRITICAL SERVICES.
5. REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATELY DOWNSTREAM OF METER AND BYPASS
6. METER BOX SHALL BE JENSEN PRE CAST #466TA-1 WITH STEEL H-20 TRAFFIC LOAD #4878AT-TRF LID OR
APPROVED EQUIVALENT INSTALLED AT 1-1/2" TO 2" ABOVE FINISHED GRADE IN NON TRAFFIC AREAS OR 1/2"
BELOW FINISHED GRADE IN TRAFFIC AREAS (SEE DETAIL).
7. PROVIDE 1 3/4" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL. ALLOW 3' OF
EXCESS METER READER WIRE (SEE DETAIL).
8. METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX.
WATER METER INSTALLATION
SIZES 3" - 6"
South Tahoe Public Utility District
Standard Specifications and Details
Drawn By: TJR
Date 16FEB94
Revised 22DEC99
File: SDET_15
Detail
SHEET 3 C/4
FINISHED
GRADE
NOTES:
18" MAX
1
SUPPLY
FROM DISTRICT
SOURCE "Nia)
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OUTLET
TO PROPERTY
OR EQUIPMENT
X11
1. METER SHALL BE SEN SUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUNTED ON FORD
RESETTER MODEL VB43-W FOR 3/4" OR FORD MODEL VB44-W FOR 1" OR APPROVED EQUIVALENT.
2. IN LIEU OF RESETTER, METER WILL BE MOUNTED ON TYPE K RIGID COPPER PIPE WITH FORD MODEL
BA13-334W ANGLE BALL VALVE FOR 3/4", OR BA13-444W ANGLE BALL VALVE FOR 1" OR
APPROVED EQUIVALENT
3. METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 18" AND NOT MORE THAN 24", MEASURED
FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE METER (SEE DETAIL).
4. REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATELY DOWNSTREAM OF RESETTERS, OR IF
RESETTERS ARE NOT USED IMMEDIATELY DOWNSTREAM OF METER.
5. METER BOX IN NONTRAFFIC AREAS SHALL BE "CHRISTY" MODEL B-16 WITH STEEL B-16 LID OR APPROVED
EQUIVALENT INSTALLED NO LES$HAN 2" ABOVE FINISHED GRADE. BOXES LOCATED IN OR NEAR TRAFFIC
AREAS SHALL BE "CHRISTY MODEL B1017 H2O LOAD RATED OR APPROVED EQUIVALENT INSTALLED 1/2"
BELOW FINISHED GRADE. PROVIDE 3" RIGID INSULATION ABOVE METER IN BOX.
6. CRACKED, CHIPPED, OR BROKEN METER BOXES WIL NOT BE ACCEPTED. METER BOXES WILL BE SET TO
GRADE USING FULL BOXES OR PARTIAL BOXES CUT CLEANLY WITH ABRASIVE CUTTER.
6. PROVIDE 1 3/4" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL.(SEE DETAIL)
7. USE OF TWO OR MORE RESETTERS IN A STACKED ARRANGEMENT REQUIRES THE USE OF A RIGID METAL
SUPPORT DRIVEN 18" INTO THE SOIL BELOW THE METER. SUPPORT MUST BE TIED WITH PERMANENT TIES
AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING.
8. METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX.
WATER METER INSTALLATION
SIZES 3/4" - 1"
South Tahoe Public Utility District
Standard Specifications and Details
Drawn By: TJR
Revised 03NOV00
Date 04FEB94
File: SDET_14
Detail
SHEET 3 C/2
F/N/SHED
GRADE
NOTES•
7.
8" MAX
•
SUPPLY
FROM D/STR/CT
SOURCE
1 ♦ 999 9 "-1 99999
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-
N
OUTLET
TO PROPERTY
OR EQU/PMENT
METER SHALL BE SENSUS SR POS/T/VE D/SPLACEMENT REG/STER/NG /N 100 CF. 7 7/2" METERS SHALL BE
/NSTALLED US/NG FORD RESETTER MODEL V8846-1/8 FOR 2" METERS FORD MODEL VBB47-1/8 OR
APPROVED EQU/VALENT SHALL BE USED.
2 METER TO BE BOLTED TO RESETTER l�Y/TH 5/8'X2 /2" BRONZE BOLT & NUT
3. /N L/EU OF RESETTER, METER CAN BE MOUNTED ON TYPE K R/6/0 COPPER P/PE H'/TH FORD MODEL
BFA 13-666GY ANGLE BALL VALVE FOR 1 /2" OR BFA 5- 77714/ ANGLE BALL VALVE FOR 2" OVERALL
D/MENS/ONS MUST EQUAL THAT OF RESETTER /NCL UD/NG 1 " FORD MODEL B11 -444 -ORGY VALVE /N BYPASS.
4. METER SHALL BE /NSTALLED ,4T ,4 DEPTH OF NOT LESS THAN 18 " AND NOT MORE THAN 24" MEASURED
FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE METER (SEE DETA/L).
REQU/RED /NSUG4TED COUPLER SHALL BE LOCATED /MMED/ATELY DOWNSTREAM OF RESETTERS OR /F
RESETTERS ARE NOT USED, /MMED/ATELY DOWNSTREAM OF METER AND BYPASS
6. METER BOX /N NONTRAFF/C AREAS SHALL BE 'CHR/STY" MODEL B-56' W/TH STEEL B-36 L/D OR APPROVED
EQU/VALENT /NSTALLED NO LESS THAN 2" ABOVE 17/V /SHED GRADE BOXES LOCATED /N OR NEAR TRAFF/C
AREAS SHALL BE 'CHR/S/-" MODEL 81750 1/20 LOAD RATED OR APPROVED EQU/VALENT /NSTALLED 1/2"
BELOW RN/SHED GRADE PROV/DE 5" R/G/D /NSULAT/ON ABOVE METER /N BOX
7 CRACKED, CH/PPED, OR BROKEN METER BOXES W/LL NOT BE ACCEPTED. METER BOXES W/LL BE SET TO
GRADE US/NG FULL BOXES OR PART/AL BOXES CUT CLEANLY H//TH ABRAS/VE CUTTER.
8. PROV/DE 1 5/4 " HOLE CENTERED /N METER BOX L/D FOR TR/PL READER MOUNT AND /NSTALL. (SEE DETA/L)
9. METER BOX MUST BE NO MORE THAN 18" FROM EX/ST/NG SERV/CE VALVE
WATER METER /NSTALLAT/ON
S/ZES 1 7/2 " - 2"
South Tahoe Public Uti/ity District
Standard Specifications and De/cn7s
Drawn By: TJR
Revised O3NOVOO
Date 02FE694
Fi/e.• SDET 13
Detai/
SHEET 3 C/5
TOP OF VAULT SHALL BE
RECESSED 1/2"INCH BELOW
FINISH ASPHALT GRADE
72" X48" BILCO HATCH WITH
DRAIN. C❑NF❑RMING TO H-20
TRAFFIC LOADING.
8
-0"
1
36"MIN
24"MIN
--11-...-11-411-.6 w�
DOUBLE LINK -SEAL
15"MIN
TYP.
6'-0"
TYP.
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PLACE 12' OF CLASS 2 AB UNDER
BASE AND COMPACT TO 95%
P�ESSU �E 'EDUC \G VALVE STAT O\
SECTIO\ (F)
NO SCALE
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NOTE:
1. ACCESS HATCH SHALL BE HEAVY-DUTY TRAFFIC TYPE CAPABLE OF WITHSTANDING AASHT❑ H-20 TRAFFIC
LOADING, WITH DOUBLE LEAF DOOR DESIGN. THE FRAME SHALL BE 1/4 INCH STEEL WITH ANCHOR FLANGE
AROUND PERIMETER. TYPE 316 STAINLESS STEEL HARDWARE AND C❑MPRESSI❑N SPRINGS SHALL BE PROVIDED
FOR CONTROLLED DOOR ❑PERATI❑N.
2. CONCRETE 8'X 8'X 12/VAULT SHALL BE MANUFACTURED TO CONFORM WITH ASTM C-478 AND C-857
FOR H-20 TRAFFIC LOADING.
3. PRESSURE REDUCING VALVES SHALL BE MODEL 106 PG AS MANUFACTURED BY SINGER VALVE INC.
OR APPROVED EQUAL.
4. THE FDLL❑WING MATERIALS SHALL BE INCLUDED AS PART OF THE NEW PRESSURE REDUCING VALVE
STATI❑N INSTALLATI❑N:
INSTALL:
2 - 12"X12"MJ X6"FLNG. BRANCH TEES WITH RESTRAINT GLANDS AND
BLIND FLANGES
2 - 12"X12"FLNG. X 6"FLNG. BRANCH TEES
2 - 12' FLNG. GATE VALVES WITH WHEEL OPERATORS
2 - 6" FLNG. GATE VALVES WITH WHEEL OPERATORS
2 - 6'90° FLNG. ELBOWS
1 - 12" SINGER MODEL 106 PG PRESSURE REDUCING VALVE
WITH ROLLING DIAPHRAGM.
1 - 6" SINGER MODEL 106 PG PRESSURE REDUCING VALVE
NOTE: ALL VAULT INTERI❑R PIPE AND FITTINGS SHALL BE CLASS 250
DUCTILE IR❑N.
((tif:_7
iv;
SOUTH TAHOE PUBLIC UTILITY DISTRICT
4
Sewer . 1950. Water A PUBLIC AGENCY
7275 Meadow Crest Drive • South Lake Tahoe, California 96150
Phone (530) 544-6474 • Fax (530) 541-0614
LAKE TAHOE 3LVD. WATEL \E EDLACEVVE\T
DETAIL DAWI\GS
a No. 28283
* Exp. 03/31/06
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FOFCA.
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SCALE:NO SCALE
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FILE: SOYD ETAI L3
SHEET:
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