a.v.design group - loopnet · 2019. 5. 30. · horizontal or elbow downward from main to provide...
TRANSCRIPT
ALL FIRE HYDRANTS SHALL BE PAINTED "JOHN DEERE" YELLOW7.
8. MOBIL HOME PARK WILL MAINTAIN THE WATER SYSTEM AND FIRE HYDRANTS.
TAPPING SLEEVE WITH THRUST BLOCKS SHOULD BE USED WITH ANY OTHER FITTING NEEDED.9.
10. VALVE BOXES SHALL BE INSTALLED BY EACH GATE VALVE.
HOLD THE OWNER, THE ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL BE LIMITED TO NORMAL WORKING HOURS.CONTRACTOR SHALL DEFEND INDEMNIFY AND PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOTFOR THE SITE CONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL
ENGINEER.
CONTRACTOR SHALL AGREE THAT HE/SHE ASSUME SOLE & COMPLETE RESPONSIBILITY
SHOWING ALL THE WORK ACTUALLY CONSTRUCTED(DIMENSIONS AND DISTANCE).OF WORK, THE CONTRACTOR SHALL TURN OVER A CLEAN MARKED-UP PRINT
10.AFTER CONTRACTOR HAS FULFILLED ALL REQUIREMENTS WITHIN THE SCOPE
AND LOCAL ENVIRONMENTAL AGENCIES.FOR DISPOSAL IN ACCORDANCE WITH THE REGULATIONS OF FEDERAL, STATE,SURPLUS OR OTHERWISE EXCESS MATERIALS OFF THE PROPERTYMATERIAL AT CONCLUSION OF EACH DAY AND SHALL TRANSPORT ALL WASTE,
9.THE CONTRACTOR SHALL CLEAN THE WORK AREA OF ALL DERBIS OR EXTRA
CONSTRUCTION ORDERS AND THE CONSTRUCTION SAFETY PLAN.ACCORDANCE WITH THE APPLICABLE PROVISIONS OF OSHA 1926-CAL-OSHA
8.SAFETY IN THE PERFORMANCE OF ALL WORK SHALL BE ACCOMPLISHED IN
REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.EXISTING CONSTRUCTION, EQUIPMENT OR UTILITIES; ANY DAMAGE SHALL BE
7.THE CONTRACTOR SHALL USE EXTREME CAUTION NOT TO DAMAGE ANY
6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND
ONLY WORKMEN WHO ARE SKILLED IN THIS TYPE OF WORK SHALL PERFORMTHE PROJECT ENGINEER, TO CONFORM TO THE REQUIREMENTS OF THIS CONTRACTTHEIR MANUFACTURER'S RECOMMENDATIONS, AS EACH HAS BEEN APPROVED BY
5.ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH
WORK OF THIS PROJECT
SPECIFICATION(UBC).
THIS WORK.
11.
COMPLYING WITH ALL SAFETY REGULATIONS AND OSHA GUIDE LINES. CONTRACTOR SHALL BE RESPONSABLE FOR IMPLEMENTING AND
4.NO WORK SHALL BE STARTED WITHOUT FIRST NOTIFYING THE PROJECT
ASPECTS OF THE WORK, INCLUDING EXISTING CONDITIONS PRIOR TO COMMENCING3.THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY ALL
PROJECT ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING OF THE ON THE PLAN, INCLUDING EXISTING CONDITIONS, AND SHALL NOTIFY THE
2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND OTHER INFORMATION
SHALL BE VERIFIED BY THE CONTRACTOR.1.ALL DIMENSIONS ARE NOMINAL DIMENSIONS, THE ACTUAL DIMENSIONS
CONSTRUCTION.
NOTES TO CONTRACTOR
WORK.
1- THE BOLTS AND NUTS CALLED FOR AT THE TOP FLANGE CONNECTION ON THE RISER SHALL BE 3/4" HOLLOW BOLTS FURNISHED BY THE DISTRICT.
2- IN THE ABSENCE OF A CURB, SET BOTTOM OUTLET 24-INCHES ABOVE CROWN OF ROAD AND PROVIDE STEEL PIPE BARRICADES
3- CENTERLINE OF RISER SHALL BE 2 FEET BEHIND CURB FACE EXCEPT WHERE 5-FOOT WIDE SIDEWALK IS ADJACENT TO CURB,IN WHICH CASE THE RISER SHALL BE AT 6 FEET OR AS SHOWN ON THE PLANS. (ALSO SEE NOTE 8).
4- NO FIRE HYDRANT SHALL BE INSTALLED CLOSER THAN FIVE FEET FROM EDGE OF ANY DRIVEWAY APRON.
5- USE 2000 PSI MINIMUM CONCRETE FOR THRUST BLOCKS AND HYDRANT PAD. PLACE CONCRETE ON UNDISTURBED OR
7- ALL UNCOATED STEEL SURFACES INCLUDING BOLTS INSTALLED UNDERGROUND ARE TO BE "DIAPERED' AND GROUTED WITH 900-1000 PSI CEMENT MORTAR (1CEMENT: 3 SAND: 1 LIME) TO PROVIDE A 2-INCH THICK COATING.
8- FOR FIRE HYDRANT LOCATION WITHIN THE CITY OF LANCASTER REFER TO THE CITY OF LANCASTER STANDARD PLAN PW-1.
9- THE EXTERIOR OF THE ABOVE GROUND PORTION OF THE HYDRANT, EXCEPT FOR THE THREADS, SHALL BE PAINTED WITH 2COATS OF RED-PRIMER RUST-OLEUM #1069 AND 2 COATS OF RUST YELLOW #944.
10- INTERMEDIATE PIPE JOINTS IN LATERAL SHALL BE EITHER LAP OR BELL WELDED OR FLANGED. PIPE SHALL BE INSTALLEDHORIZONTAL OR ELBOW DOWNWARD FROM MAIN TO PROVIDE MINIMUM COVER.
AS DIRECTED BY DISTRICT. (SEE STD. DWG. W-14)
6- SEE STD. SWG. W-21 FOR THRUST BLOCK REQUIREMENTS.
GENERAL NOTES FOR FIRE HYDRANT:
COMPACTED SOIL.
BENT NOSE LOOSE KEY HOSE BIBB(SIZE PER PLAN)
STAINLESS STEEL CLAMPS ORSTEEL CLAMPS (COMMERCIAL QUALITY, GALVANIZED OR CADIUM PLATED)- TWO REQUIRED
RISER DIA. PER PLAN, LENGTH AS REQUIREDSCHEDULE 40 GALVANIZED STEEL
3/4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE STAKE
HOSE BIBB VALVEAPWA STD PLAN 505-0
OF GUTTER
36"MIN.@ F.L.
THE EXISTENCE AND LOCATION OF ANY AND ALL CONDUITS, UTILITY PIPES, AND STRUCTURES SHOWN ON THIS SETOF PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AT THE TIME OF DESIGN. TO THE BEST OF OURKNOWLEDGE THERE ARE NO EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AT THE TIMEOF DESIGN EXCEPT AS SHOWN ON THIS SET OF PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT ANY AND ALL UTILITY LINES SHOWN ON THIS SET OF PLANS. THE CONTRACTOR FURTHERASSUMES ANY AND ALL LIABILITY AND RESPONSIBILITY FOR THE CONDUITS, UTILITY PIPES, AND STRUCTURES
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS STIPULATION INCLUDES THE SAFETYOF ANY AND ALL PERSONS AND PROPERTY. THE CONTRACTOR SHALL FURTHER DEFEND, INDEMNIFY, AND HOLD THEOWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, WITH THE EXCEPTION OF LIABILITY ARISING FROM THE SOLE NEGLIGENCE
ABE NEJIM RCE 055929
SHOWN ON THIS SET OF DRAWINGS.
OF THE OWNER OR ENGINEER.
.
DATE
FIRE HYDRANT (LACFD STD W-8)
TRUST BLOCK
GATE VALVE
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
FIRE HYDRANT
LEGEND
TEE
TYPICAL TRUST BLOCKS
REDUCER
SECTION
ALL OTHER WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFIC. FOR PUBLIC WORKS CONSTRUCTION. PAVEMENT REPAIR SHALL COMPLY WITH CITY OF LANCASTER PLAN EP-5 AND PLAN EP-4 RESPECTIVELY. HYDRANTS SHALL COMPLY WITH LOS ANGELES COUNTY FIRE DEPARTMENT REQUIREMENTS. UTILITY TRENCH AND1. PIPE SHALL COMPLY WITH ANSI / AWWA C900-89. FITTINGS SHALL BE DUCTILE IRON PER AWWA C110. FIRE
AFTER PRESSURE TEST, DISINFECTION, FLUSHING AND BACTERIOLOGICAL TEST HAS BEEN PASSED. SO AS TO ASSURE FLOW TOWARD NEW DISCHARGE) AND SHALL BE LEFT CLOSED AT ALL OTHER TIMES UNTIL VALVES SHALL BE KEPT CLOSED (EXCEPT DURING FILLING AND FLUSHING, WHEN VALVES SHALL BE OPERATED SHALL ENDEAVOR TO KEEP ALL DIRT, RODENTS, INSECTS, ETC. AWAY FROM WATERWAY SURFACES. ISOLATION6. DISINFECTION: CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO ASSURE SANITARY INSTALLATION. HE
FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS4. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES
TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF ORDINANCE 172, THE HIGHWAY PERMIT ORDINANCE. PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. FAILURE3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO
TWENTY-FOUR (24) HOURS BEFORE THE SERVICES THEREOF WILL BE REQUIRED. PHONE (661) 723-6040.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI-
TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY . THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER
2. APPLICATION FOR INSPECTION BY THE CITY OF LANCASTOR SHALL BE MADE BY THE CONTRACTOR AT LEAST
ANCHOR ROD
6" 90° C.I. ELBOW.PR 250 W/CL 125DRILLING. CML 8 CMC
RESULTING FROM ANY AND ALL WORK.
GENERAL NOTES:
LESS THAN 90° BEND
6" SLIP- ON WELD.FLANGE. CL 150
SEE NOTE 6SEE NOTE 4 & 5
FIRE HYDRANT
MAIN LINE
1'
FINISHED GRADE
SCHEDULE 40 GALVANIZED STEEL ELL
6"
MIN
FLOOD LINE
VARIES
POLYETHYLENE BOND BREAKER (TYP)
BREAKER (TYP)POLYETHYLENE BOND
UNDISTURBED SOIL (TYP)
BEARING SURFACE
POLYETHYLENE BOND BREAKER (TYP)
BTM.TRENCH
5. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A15 AND A305
4. AT ALL FITTINGS THRU 10", A 3'-3" MEE (6'-6" MEE ON FITTINGS 12" AND OVER) SHALL BE
3. THRUST BLOCKS ON CROSSES SHALL BE USED WHENEVER PIPE SIZES DIFFER OR WHEN
2. ALL THRUST BLOCKS SHALL BE CLASS "A" CONCRETE AND PLACED AGAINST UNDISTURBED
1. PIPE INSTALLED UNDER CONDITIONS DIFFERENT FROM THOSE NORMALLY ENCOUNTERED SHALL
UNDISTURBED SOIL (TYP)
CROSS
6"
12"
PLAN
TEE
4D
3"
12" (TYP)
MINIMUM BEARING SURFACE AREA (SQ. FT.)
6. ALL FITTINGS TO BE WRAPPED WITH POLYETHYLENE, PER HWD SPECS.
INTERMEDIATE GRADE.
INSTALLED ON EACH SIDE OF FITTING (WITH AC USE ONLY).
ONE OR MORE OPENINGS ARE PLUGGED.
SOIL. INSPECTOR WILL DETERMINE SIZES NOT SHOWN.
REQUIRE THRUST BLOCKS DESIGNED FOR THOSE PARTICULAR CONDITIONS.
NOTES:
12"8"6"SIZEPIPE
22 1/2°
3.01.51.0
11 1/4°
9.04.52.5
4.52.51.5
45°BENDS
DEAD END
16.58.04.590°
12.05.53.5
TEE OR
EXIST. VALVE
HOLLOW BOLTS WITH EXTRA LONG NUTS. (SEE NOTE 7)
2 1/2" TAPPED OUTLET
REQUIRED FOR
36"X36"X12" CONC.BLOCK W/ SIDEWALK
6" SLIP- ON WELD.FLANGE. CL 150
WELD NUTS TOBOTTOM FLANGE
FLANGE. CL 1506" SLIP- ON WELD.
6 5/8" O.D. STL. PIPE.10 GA MIN. C.M.L. 8 C.M.C.
4D
90° BENDFINISH
4D
DEAD END
AND PLUGSET F.H. 4" OUTLETAT 90° TO STREET
6" C.I. SCREWDFLANGE. CL 125
6" STEEL PIPE NIPPLE. THD. BOTH ENDS.SCH. 40-18" LONG. GALV. (SEE NOTE 8)
CHRISTY G-5, ORBROOKS NO. 4-TT
(TO BE FIELD VERIFIED)
HYDRANT HEAD6"X4"X2 1/2" FIRE
PLAN VIEW
6X6"X6"SADDLE
EXIST. 8" WATER LINE
EXIST. PIPE
EXIST. F.H.
NEW 10" C-900 PIPE
NEW 6" C-900 PIPE
(TO BE FIELD VERIFIED)
DOUBLE DISK OR
GATE VALVES- MUELLER
TOP MARKER
SEE NOTE 3
PLAN VIEW
C-153 DI X MJ
EXIST. 8" WATER LINE
D.I 10X10X6
EXIST. VALVE
EXIST. PIPE
EXIST. F.H.
NIPPLE(12"LONG)
45044 28th STREET EAST
LANCASTER, CA.93535
SCALE:
1" = 30' DEC. -06
DATED:
SHEET OF
AS NOTED1 OF 3
SHEET SCALE:
WATER IMPROVEMENT PLANS (DET.)CITY OF LANCASTER
DRAWING NO.
DD
CLIENT:
TEL (213) 924-4000
3461 ROWENA AVENUE
AMEET GANDHI
LOS ANGELES, CA 90027
LANCASTER, CA. 93534
(661)945-2480
1122
W.
AVE.
L-1
2 ST
E. #
101
A.V.DESIGN GROUP
WATER PLAN
DRAWING
IS THE PROPERTY OF
THIS DRAWING & ALL
INFORMATION THEREON
EXCEPT FOR THIS SITE.
A.V. DESIGN GROUP &
SHALL NOT BE USED
I
F
EXP 12-31-06
R.C.E. 55929
DRAWN BY
DEC. -06
DATE
P FORDE
ER ABE
E GIST
TS CAT E O
R
JOB NO
NAIOL
EJI M
N
EENI
GNE
ESS
LIA
L I FO RN
R
V
C
I
A
T.G. PAGE NO. 160 - F4
NOT-TO-SCALE
28TH ST. E.
AVE. J
AVE. I
30TH ST. E.
N
SUBJECTAREA
VICINITY MAP
MAXIMUM
PIPE OR LARGER
3'-3" FOR 6" PIPE
6'-6" FOR 8" PIPE
CLASS 150 AC PIPE
VALVE INSTALLATION DETAIL
WATER PURVEYOR AND APPROVED BY THE PUBLICGUTTER OR UNLESS OTHERWISE SPECIFIED BY THETHEY WILL OCCUR UNDER A CONCRETE CROSSVALVES SHALL BE LOCATED AS INDICATED UNLESSNOTE:
WORKS DIRECTIONS.
CLASS 150 AC PIPE
MAXIMUM
CLASS 150 AC PIPE
GATE VALVE
3'-3" FOR 6" PIPE
PIPE OR LARGER6'-6" FOR 8" PIPE
LIABILITY,REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE
2'
6"
"WATER"
GROUND ORPAVEMENT
PIPE
APPROVED EQUAL.
VALVE WITH COVER
AND EXTENSIONS
VALVE BOXES FOR ALLNOTE: PROVIDE ADJUSTABLE
VALVES 4" OR LARGER.
RING, POUR 2' X2' X 6" THICKIN ADDITION TO FURNISHED
CONCRETE AFTER PAVING.
3/4" G.I. TEE
TYPICAL WATER SERVICE DET.
±18"
3/4" SHUT-OFF VALVE
3/4" G.I.
3/4" SERVICECLAMP
G.I. PLUG
3/4" G.I.
G.I. PLUG
±12"
3/4" G.I. TEE
HOSE BIB
ANTI-SIPHON DEVICE
AND ANTI-SIPHON DEVICE @NOTE: INSTALL HOSE BIB
THE TIME OF INSTALLATIONOF MOBILE HOME.
P.V.C. MAIN
12. CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING SEWER LINE.
WATER LINE TO BE MIN. 12" ABOVE SEWER LINE. IF NOT, ENCASE SEWER LINE A MIN. OF 10" EA. SIDE OF WATER LINE PER DET. ON THIS PAGE
GATE VALVE SHALL CONFORM TO AWWA C500 SPECIFICATION.11.
REMOVE EXIST. FITTINGS & APPURTENANCES TO ALLOW FOR PROPOSED TIE-IN INCLUDING PLUGS, STUBS, ETC.12.
THE WATER SYSTEM WAS DESIGNED TO PROVIDE 1250 G.P.M. @ 20 P.S.I. RESIDUAL PRESSURE FOR APPROX. 2 H.13.
ADJUSTABLE VALVE BOX ASSEMBLY(PLACE @ ALL GATE VALVES)PER L.A.COUNTY STD.PLAN W-10
S0°24'23"E
N0°25'00"W
30TH STREET EAST
N89°14'42"E292.59'
3332
330'
1" = 30'
SCALE:
CITY OF LANCASTER
SHEET
DEC. -06
DATED:
3 OF 3
PROJECT BOUNDARY
330.13'
20
22
21
292.55'
1
S89°14'08"W
28TH ST. E.
2423
SIDEWALK &CURB PERCITY REQUIRMENT
LANDSCAPED AREA
NOT-TO-SCALE
T.G. PAGE NO. 160 - F4
AVE. J
N
N
VICINITY MAP
30TH ST. E.
AREASUBJECT
AVE. I
7
8
9
10
11
12
13
14
15
16
17
18 19
25
26
27 28 29
30 31
36'
29' 29'
35' 35'
56'-7"
56'
35' 35' 36'-7"
29' 29' 27'-7" 54'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
54'
50'
46'
46'
6' HIGH MASONARY WALL
45044 28th STREET EAST
LANCASTER, CA.93535
LEGEND
30'
30'
24'
10'
10'
EXISTING MOBILEHOME PARKS
PL
PL
LP
PL
LP
20'
20'
EXISTING MOBILEHOME PARKS
OUTLET TO 28TH STREET EAST
OUTLET TO
VACANT PROPERTY
# UNIT NUMBER
T.E. TRASH ENCLOSURE
29'
2 3 4 5 6
25'
33.5'
33.5'
4P @ 9'X =36' 28TH STREET EAST
1 2 3 420'
4P @ 9'X =36'
37.5'
37.5'
28TH STREET EAST
C.L. AVE. I
EXISTING MOBILEHOME PARKS
42' 8'
50'
332.66'
64'
32'32'
8'24'24'8'
44'
R/W
R/W
PROPOSED MOBILEHOME PARKS
END OF IMPROVEMENT
R/W
R/W
42'8'
50'
END OF ST, IMPROVEMENT
30' ACCESS TO AVE. I
T.E.
85
50'
25'
6 20'
7
12'
20'
26'
EXISTING
REPAIR POTHOLES & FIX
DAMAGE SURFACE AS REQUIRED
REPAIR STREET
END OF CONSTRUCTION
PER SECTION B-B
BEGINING OF CONSTRUCTION
PER SECTION B-B
WW
WW
WW
WW
WEXISTING 8" PVC
6"W6"W6"W
6"W 6"W 6"W
6"W
6"W
6"W
6"W
6"W
6"W
6"W
44
444
44
4
4
4
2 3.1
23.1
3
1
5
6"W
W W EXISTING 8" PVC
1" WATER LATERAL6" WATER LINE
1 INSTALL HOT TAP SADDLE W/ 4" OUTLET TO THE WEST.
INSTALL 2" MULTI -JET WATER METER.W/4X2 FX MJ ADAPTOR/ REDUCER. D.I. PER AWWA STD.C-7082
INSTALL 2" FULL PORT -ANGLE BALL VALVE J-1973 W3
4 INSTALL 6" C-900 WATER LINE, MIN. DEPTH 4'.5
6 INSTALL 1" PVC SCH. 40 HOUSE LATERAL BELOW FROST LINE W/ 4"X4"X1" FLG'D 90 DEG. D.I. REDUCING ELBOW.
1
6
6
6
61"W.L.
PLAN NOTES
7
7
INSTALL (FEBCO MODEL 825Y) 2" REDUCED PRESSURE BACKFLOW PREVENTER FOR HIGH HAZARD SERVICE.7
6 6 6 66
3 3 3 3 3 3
9
CLEAN OUTC.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
SEWER LATERAL UNION8
WATER LATERAL UNION9
8
6 6
3 3 3
6
6
666
6 6 6
666
6
6
6
6
6
6
6
6
6
6
6.1
9 9 9 9 9
9
9
9
9
9
9
9
9
9
9
9
9999
9
9 9 9
999
9 9 9
9
93
3
333
3 3 3
3333
3
3
3
3
3
3
3
3
3
3
3
3
4" HOUSE SEWER LATERAL 10
10
M.H.
INLET EASTINLET SOUTHOUTLET WEST
2'MIN.
1'MIN.
FLOW
CONNECTION AND
VALVE BOX AS TEE. VALVE AND
BY LOCAL AGENCYAS REQUIRED
REQUIRED FOR
APPROVED BY DISTRICT
BACK OF SIDEWALK
4'MIN.
FR/W
12"MIN.24"MAX.
4"MIN. B
PER MANUFACTURE'S SPECIFICATION-
-
CONCRETE THRUST BLOCK (SEE SHT 1)
J995- 4" PIPE AND SILOCON BRONZE BOLTS ,"O" RING TYPE BUNA -N GASKET
INSTALL 6" GATE VALVE FLG,ON CL125 ,200PSI WWP,NRS,W/VALVE BOX SOLID CAST IRON CAP/PLUG3.1
CONCRETE THRUST BLOCK
5
5
INSTALL 4"X1"D.1. FLG'D. REDUCING BEND ,C1106.1
6
INSTALL 4"X4"D.1. FLG'DX MJ .90 DEG. BEND ,C153 .W/FXMJ D.I.ADAPTOR AS NEEDED6.2
6.2TYP
6.3 INSTALL 4"X4"X4"D.1. FLG'DX MJ .TEE,200PSI WORKING PRESSURE POLYETHYLENE WRAPPED(TYP)
6.2
FXMJ D.I.ADAPTOR AS NEEDED
6.3
6.36.3
6
INSTALL 4"UNION TITE D.1. CROSS FLG'DX MJ .,200PSI WORKING PRESSURE POLYETHYLENE WRAPPED(TYP)FXMJ D.I.ADAPTOR AS NEEDED
6.4
6.4
8" S
8" SEWER
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
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 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
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
PLANS ARE SCHEMATIC . IT DOES NOT SHOW BENDS, DEPTH AND UTILITY LINES INTERSECTIONS. ITS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE SCOPE OF VARIOUS TRADES AND VARIOUS INSTALLATION PRIOR TO STARTING OF ANY CONSTRUCTION.
GASGAS
GAS LINE
WATER IMPROVEMENT PLANS
PROPOSED±190L.F 6" MAIN
PROPOSED±190'L.F 6" MAIN
PROPOSED±190'L.F 6" MAIN
PROPOSED±120'L.F 6" MAIN
PROPOSED±90'L.F 6" MAIN
PROPOSED±145'L.F 6" MAIN
PROPOSED±145'L.F 6" MAIN
810
C.O.
810
C.O.
8
10
C.O. C.O.
8
10 10
8
C.O.
C.O.
8
1010
8
C.O.
10
8
C.O.10
8
C.O.
108
C.O.
108
C.O.
108
C.O.
108
C.O.
108
C.O.
108
C.O.
108
C.O.
C.O.8
10
8
C.O.10
10
8
C.O.
10
8
C.O.
10
8
C.O.
10
8
C.O.
10
8
C.O.
8
10
8
C.O.
10
8
C.O.
8
C.O.C.O.
8
10
C.O.
8
10
C.O.
8
10
8
C.O.
10
10
8
C.O.
10
8
C.O.
2"B.V
2"B.V
2"B.V2"B.V
2"B.V2"B.V
2"B.V2"B.V2"B.V2"B.V 2"B.V 2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V
2"B.V2"B.V2"B.V2"B.V
2"B.V 2"B.V 2"B.V
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5
5
5
5
5
5
40'
8'
5'
TYPICAL LOT
WATER METERUTILITY PAD
3/4" SERVICE LINE
SERVICE SADDLE
SERVICE DETAIL
±33'L.F 6" MAIN±33'L.F 6" MAIN±33'L.F 6" MAIN
±40'L.F 4" MAIN
6"W6"W
EXIST. FIRE HYDRANT
EXIST. FIRE HYDRANTF.H.
F.H.
F.H.
F.H.
F.H. FIRE HYDRANT
REMOVE BLIND FLANGE
PER L.A.C.W.W.D. STD W-8 INSTALL FIRE HYDRANT
BLIND FLANGE WESTF.H. TEE - 6"EXIST8"x8"X6"
BLOCKTHRUST
EXIST. 8"GATE VALVE
THRUSTBLOCK
A.V.DESIGN GROUP
1122
W.
AVE.
L-1
2 ST
E. #
101
(661)945-2480
LANCASTER, CA. 93534
SCALE:
AS NOTED
D
SHEET OF
DRAWING NO.
D
LOS ANGELES, CA 90027
AMEET GANDHI
3461 ROWENA AVENUE
TEL (213) 924-4000
CLIENT:
DRAWING
DATE
JOB NO
DRAWN BY
DEC. -06
INFORMATION THEREON
SHALL NOT BE USED
A.V. DESIGN GROUP &
IS THE PROPERTY OF
EXCEPT FOR THIS SITE.
THIS DRAWING & ALL
R.C.E. 55929R
EXP 12-31-06
A
I
CFOETAC I VS T
R
NROFILAI
L
TSIGE
SSE
ABERE
EDROFP
ENGI NEE
NMI
JEL
OI AN
70'
26'
WATER PLAN
STREET
NOTES(BPDA)/ SEE STD. PLAN W-61. THE BACKFLOW PREVENTION DETECTOR ASSEMBLY (BPDA)MUST BE ON THE
DISTRICT'S CURRENT LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES. WATER SERVICE SHALL BE CONTINGENT UPON TESTING AND CERTIFICATION OF THE ASSEMBLY BY A BACKFLOW TESTER CERTIFIED IN
LOS ANGELES COUNTY. SUBSEQUENT TO THE INITIAL CERTIFICATION, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR SUBMITTING AN ANNUAL TEST CERTIFICATION TO THE DISTRICT. ALL TESTING PROCEDURES AND CERTIFICATION SHALL BE CONDUCTED AT OWNER'S EXPENSE.
2. BYPASS METER SHALL HAVE AN ALL BRONZE MAIN CASE, REGISTER BOX, LID AND BOTTOM PLATE, AND A SEALED, TAMPER PROOF REGISTER. MEASURE IN CUBIC FEET WITH APPROVAL BY THE WATERWORKS DISTRICT. IF AN ENCLOSURE/SCREEN IS TO BE CONSTRUCTED AROUND THE BACKFLOW
PREVENTION ASSEMBLY, THEN THE BYPASS METER SHALL BE PLACED ON THE SIDE OF THE DEVICE THAT IS CLOSEST TO THE ENTRANCE THROUGH THE ENCLOSURE.
3. ALL ABOVEGROUND PIPING, VALVES, AND FITTINGS SHALL BE PAINTED WITH TWO (2) COATS OF RUST-OLEUM NO. 1069 HEAVY-DUTY RED PRIMER, OR EQUIVALENT, AND TWO (2) COATS OF RUST-OLEUM NO 0865 (DUNES TAN) OR NO. 1282 (FOREST GREEN), OR EQUIVALENT.
4. THE CONTRACTOR AND/OR OWNER IS RESPONSIBLE FOR INSTALLING AND MAINTAINING INSULATION ON ALL ABOVE GROUND PIPING AND FITTINGS IN AREAS SUBJECT TO FREEZING. THE INSULATION MUST NOT INTERFERE WITH ACCESS TO OR READING OF THE BYPASS METER.
5. IF THE BACKFLOW PREVENTION ASSEMBLY IS TO BE
ENCLOSED/SCREENED, THEN THE ENCLOSURE/SCREEN MUST MEET THE FOLLOWING CRITERIA:
A. THE CLEARANCE BETWEEN THE ENCLOSURE/SCREEN AND THE ASSEMBLY SHALL BE NO LESS THAN 2 FEET.
B. IF A RETAINING WALL IS NECESSARY, IT SHALL BE LOCATED OUTSIDE OF THE DISTRICT EASEMENT.
C. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ANY ENCLOSURE/SCREEN.
D. THE ENCLOSURE/SCREEN SHALL BE CONSTRUCTED TO ALLOW
UNRESTRICTED DRAINAGE TO THE STREET.
A SLIP-ON WELDING FLANGE. CLASS 150.
D CONCRETE THRUST BLOCK. PER STD DRAWING W-21.
LIST OF MATERIALS( SEE L.A.COUNTY STD. PLAN W-6)
"GREENBOOK". AS APPLICABLE.
C 90" FLANGED ELBOW: STEEL SCHEDULE 40. CLASS 150 FLANGE. CML & CMC.
E 90" FLANGED ELBOW: STEEL SCHEDULE 40. CLASS 150 FLANGE. CML.
F INSULATING GASKET KIT WITH SLEEVES FOR CLASS 150 FLANGE.
G CONCRETE SLAB: 4-INCH MINIMUM THICKNESS. TYPE 520-C-2500 CONCRETE WITH 6" X 6" WIRE MESH PLACED AT 1/3 FROM THE BASE OF THE SLAB. SLAB SHALL BE SLOPED TO DRAIN TO THE STREET AND HAVE A LIGHT BROOM FINISH.
H CONCRETE BLOCK ENCLOSURE OR OTHER ENCLOSURE/SCREEN AS REQUIRED AND APPROVED BY THE LOCAL AGENCY.THE DISTRICT RESERVES THE RIGHT TO REQUIRE AN ENCLOSURE EVEN IF NOT REQUIRED BY THE PERMITTING AGENCY.
NOTES: 1. SIZES AS REQUIRED BY THE PLANS AND/OR SPECIFICATIONS.
2. ALL MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND/OR
B STEEL PIPE SCHEDULE 40. CML @CMC.
E
GA
CD
FIRE PROTECTION TO PRIVATE ON-SITE
FACILITIES
BACKFLOW PREVENTION DETECTOR ASSEMBLY (TYP.)
H
WATER MAIN
INSTALL NEW FIRE HYDRANT PER L.A.C.W.W.D. STD PLAN #W-8
EXISTING FIRE HYDRANT
11
12
12
12 F.H.
11
114
11
GAS GAS GAS GAS LINE
LANDSCAPE
# PLAN IDENTIFICATION NO.
S S
S8" SEWER
8" SEWER
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S 8" SEWER LINE
8" SEWER
RIGHT OF WAYR/W
HANDICAP PATH OF TRAVEL
HANDICAPPED PARKING