HomeMy WebLinkAbout2164-10c
30° MAXIMUM
10° MINIMUM
WELDED STEEL PIPE,CEMENT
MORTAR LINED AND OUTSIDE
WRAPPED OR CEMENT MORTA,'
COATED AS SPECIFIED.
300 MAXIMUM
100 MINIMUM
ASBESTOS CEMENT'HEAVY DUTY
TAPPED COUPLING.
ASBESTOS CEMENT WATERMAIN
NOTES
1) STANDARD STEEL COUPLING AND ASBESTOS Cr'tEYT TAPPED COUPLING SHALL BE IRON PIPE IMIP-AD.
2) 2" SERVICE CUTLL-.S PERMITTED ONLY ON 8" jum I:ARGEII WATERmAINS.
3) PIPE TRRFJAD3 SHALL •BE CLEAN Ah -D SHARP Am SEALED WITH Am APPROVED JOINT COMPOUND.
EONCRETE PAD
(4" THICK)
&2 If SCONN ION
(NEW MAIN)
STANDARD DRAWING W124
HYDRANT OPERATING AREA
(TO BE KEPT FRE
OBSTRUCTIONS IN
TREES AND PLAN
CONCRETE
(4" THICK)
i
i
r* «D"
OIL"
END END OF PIPE -
KPI. ANGLE
~ 4
~°�� HORIZONTAL BEND
PIPE
SIZE
NU: LB ER
'
ITEM
PE QUIETED
DESCRIPTION
1
1
ISTANDAR.) STEEL COUPLING WELDED TO STEEL WATERMAIN OR ABESTOS
140
14" &'16'
CEMENT HEAVY DUTY TP-PPED COUPLING WITH BRASS BUSHING.
2
1
CORPORATION STOP, 1" I.P.T. INLET AND FLAPED COPPER OUTLET,
240
24"
JONES J-1505, MUFT,LER H-15025 OR APPROVED EQUAL. 2" I.P.T.
30"
340
INLET AND FLARED COPPER OR COMPRESSION OUTLET, FLARED -JONES
420
5 - 38
J-1929, COMPRESSION -MUELLER H-15028 -OR APPROVED EQUF*,S.
3
VARIES
TYPE "K" SOFT COPPER TUBING OR APPROVED EQUAL.
5 - 1�
AS
13 - 38
80
REQUIRED
11 140
NOTES
1) STANDARD STEEL COUPLING AND ASBESTOS Cr'tEYT TAPPED COUPLING SHALL BE IRON PIPE IMIP-AD.
2) 2" SERVICE CUTLL-.S PERMITTED ONLY ON 8" jum I:ARGEII WATERmAINS.
3) PIPE TRRFJAD3 SHALL •BE CLEAN Ah -D SHARP Am SEALED WITH Am APPROVED JOINT COMPOUND.
EONCRETE PAD
(4" THICK)
&2 If SCONN ION
(NEW MAIN)
STANDARD DRAWING W124
HYDRANT OPERATING AREA
(TO BE KEPT FRE
OBSTRUCTIONS IN
TREES AND PLAN
CONCRETE
(4" THICK)
i
i
r* «D"
OIL"
END END OF PIPE -
KPI. ANGLE
~ 4
~°�� HORIZONTAL BEND
PIPE
SIZE
D
(Feet)
'
0
8"
80
10"
100
12"
140
14" &'16'
180
18"
200
20'
240
24"
280
30"
340
36"
420
PIPE
SIZE
Ii. P. 1.
(Degrees)
L
(Feet)
6"
0
40
8"
5 - 38
40
39 - 90
60
10"
5 - 38
40
39 - 90
80
12"
5 - 38
50
39 - 90
90
14"
5 - 38
60
39 - 90
100
16" & 18"
5 - 1�
40
13 - 38
80
39 - 90
11 140
20' & 24"
5 - 12
40
13-38
i 100-
39 - 90
200
27" & 30"
5 - 12
I SO
13 - 30
I 100
31 - .44
I 140
45 - 90.
1 240
33" & 36"
5 - 12
I ii0
13..- '30 .;
120
31 r 44
I 160
45 - 03
1 260
64 - 90
11 300
1
NOTES' -
1)• WELDED STEEL PIPE WITH DIAMETERS 16" AND LESS SHALL HAVE TACK WELDED JOINTS WITHIN LIMITS SHOWN
ABOVE.
2) WELDED STEEL PIPE WITH DIAMETERS 18'. AND GREATER SHALL HAVE FULLY WELDED JOINTS WITHIN LIMITS
SHOWN ABOVE. _
U •
WELDED STEEL PI PE
WELDED JOINT
THRUST PROTECTION
STANDARD DRAWING W139
do
REVISION 'BY ; DATE _`
E OF ALL
CLUDIN G
• :.;;: 2" STANDARD BLACK PIPE THREADED
.. ;• C) I COUPLING. WELD TO TOP OF WATERMAIN 2' STANDARD BRASS SQUARE HEAD PLUG
PAD �'; ; m.: I AND COVER WITH PIPE COATING. i
i • •45
45 0; DOUBLE�STRAP (I.P.-r) BRONZE SERVICE
• Q; o:' CLAMP ROCKWELL No. 323 (OR APPROVED
4 10• ' r;' EQUAL) OR HEAVY-DUTY ASBESTOS
�• p�' CEMENT TAPPED COUPLING.
.OR GREATER-
GREATER
REATE l
GREATER THAN 5
1 2' 1 5' 2' %` S
' OR LESS _ �
t ' SIDEWALK OR UNIMPROVED SURFACE
g -SIDEWALK '-
`t -SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT '
5" ;r ►• 9 511 .. • • t i.. , J
WELDED STEEL WATERMAIN
W 1 f • • •,• ASBESTOS CEMENT WATERMAIN
W 2 'r• j.
W 6 :,. ✓J:
o ASBESTOS CEMENT OR
W SHIP LOOSE I WELDED STEEL WATERMAIN.
4 5 4 I WELDED STEEL WATERMAIN ASBESTOS CEMENTS WATERMAIN
.. - �I c
CLASS C (200011S.1, VARIABLE
4.5 SACK) CONCRETE 0
THRUST BLOCK, 2'CUBE
HYDRANT BEHIND SIDEWALK HYDRANT BEHIND CURB
IF SIDEWALK IS 5' OR LESS IN WIDTH, HYDRANT SHALL IF SIDEWALK IS GREATER THAN 5' IN WIDTH, HYDRANT SHALL
BE PLACED BEHIND SAID SIDEWALK AS SHOWN ABOVE. BE PLACED 2' BEHIND FACE OF CURB.
HYDRANT WITHOUT CURB
IF NO CURB EXISTS, HYDRANT SHALL BE INSTALLED
2' FROM PROPERTY LINE.
ITP?l
NUMBER
REQUIRED
1 DESCRIPTION
1
1
6• DIAMETER FLANGED SIDE OUTLET ON WEIMED STEEL WATERMAIN OR 6• r1AHGM CAST IRON TLE OM ASBESTOS
CEMENT WATERMAIN.
2
1
6- DIAMETER PIJINCED.CATE VALVE R
2.0
1
VALVE BOX INSTALLATION PER STANDARD DRAWING W111.
4
3
6- AWWA CLASS D FLANGE.
5
VARIES
6' DIAMETER 10 GAGE CEMENT MORTAR LIMED AND CEMENT MORTAR COATED WEIOED STEEL PIPE AND PITTING.
6
1
6• DIAMETER STANDARD WEIGHT CEMENT MORTAR LINED AND CLMDTT MD N P W
SMOOTH 90• ELDOW.
7
1
6. 6 DOLT FLANGE (DRILLED TO HATCH 6 BOLT HYDRANT FLANGE). FLANGE SHALL BE SHIPPED LOOSE.
a
z
U
WET RAPMEL rl RF BY WITH 6- 6 DOLT I`LM�CM INLET, DUE 4 . TE-T-T/Z'-863E-
OUTLi^T, JONr9 J-3700 OR APPROVED EQUAL.
2.0
16
T10-1 E
A
I rc- I
___ 1 1
rnRU TX�ER�PAAD-)117iU-D1UAIi - ..
NOTES:
1) FIRE HYDRR\T f4CATZONS )�T'!:D HEREON ARP. CCTERAL. SPECIFIC LOCATIOIIS SHALL CO`RFOPM TO REQUIREY.EhTS OF AGL-;CY HAVIL:G FIRE
PROTLX:TIOtt RESPONSIBILITY,
2) A 6- DIAMETER CEMEUT MORTAR LINED CAST IRON FIRE IIYDRAITr BURY MAY BE SUBSTITUTED FOR 6• STANDARD WEICIR• PIPE. INLET FIJIIICE
.SHALL BE DRILLM TO HATCH AWA CLASS D FLANGE. OUTLET FLPJ4E SHALL BE DRILI.LTI TO HUTCH 6 DOLT HYDRANT FLANGE. A 6• DIAMETER
CrAENT MORTAR LINED CAST IRON NON -GROOVED SPOOL (MINIMUM I_ a= SHALL Be. 24') SHALL DE USED AS RLVUIRED.
3) CASKETS SHALL BE 1/16' 'GRANITE', MARCARCO, OR APPROVED EQUAL. DOLTS SHALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307 GRADE
-B- HDC NUTS, COLD-PRFSS SEMI -FINISH STEEL PER ASTM A-194, GRADE -2R-. THREADS SHALL DE LUBRICATM WITO GRAPHITE AND OIL.
ATTER INSTALLATION, ALL BELOWGROUND EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED PITUMASTIC.
4) ALL ABOVEGROUND EXPOSED METAL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAINTING SPECIFICATIONS. TSE FINAL TWO
COATS SnAIL. BE SUNSET YELLOW (RUST-OLEUM MURDER 7745).
. 6 RESIDENTIAL FIRE.
HYDRANT INSTALLATION
STANDARD- DRAWING Wil
VERNON-
REVISION BY DATE
Q1
c')
L•j T-ri
RECORD DRAWING
� Exp. Data. �
1
f'
x/,97 IvI,V1il.� \
Or Q�~�.1
NOTES
1) TOP OUTLET SHALL BE USED BY CONTRACTOR FOR TESTING AND DISINFECTION OR AS OTEERWIS&
SPECIFIED BY CITY. i CONTRACTOR SHALL PROVIDE CURB STOP OR CORPORATION STOP FOR TESTING
AND DISINFECTION 'AND HE SHALL 'REPI.ACB SAID.STOP WITH AN APPROVED PLUG AFTER SUCQESSFULLY
TESTING AND DISINFECTING PIPELINE. -
2) COATING FOR WRAPPED STEEL WATERMAIN SHALL* BE 'PROTECTO WRAP" #200A PLASTIC TAPE (40 MIL
MINIMUM THICKNESS).WITH #1170 PRIMER LAPPED 60 PERCENT, OR APPROVED EQUAL.
3) COATING FOR CEMENT.MORTAR COATED STEEL WATERMAIN SHALL. BE CEMENT MORTAR.
4) COATING NOT REQUIRED FOR ASBESTOS CEMENT WATERMAIN.
. REVISION
i
MENEM m�
& 2" TOP OUTLET
STANDARD DRAWING W'123
BY DATE
PLANS PREPARED UNDER THE DIRECTION OFI
GEORGE R- AUPE .C. E. #13960 DATE/
MY REGISTRATION EXPIRES 3-31-93
Y
HOLO BACK CONCRETE
FROM FITTING END -
(TYPICAL)
STATION, IF
PLAN
r '
D`
.:WATERMAIN `
I _
II II -
x(•,_11 i .•• / N'
SECTION
M THRUST BLOCK
TERMAIN
\ p v
\.
i.
v
PLAN
WATERMAIN ' •' fu
••'
dy
:p,•.FF• _
•� 1
SECTION
END THRUST BLOC
fUK ILL, UJL CKANUM ,ILL
NOTES -
I
1) BLOCK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE
SPECIFICATIONS. BLOCK DIMENSIONS SHOWN ARE,MINIMUM.
2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE RDQUIRED
CONFIGURATION.
3) BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR REPLACED EARTH HAVING 951 RELATIVE COMPACTION,
' MITrIMUM. '
4) BACKFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
5) CO:iPAG~iED EARTH SHALL EXTEND TO DEPTH AND WIDTII (W) OF BLACK AND Ta DISTANCE W/2 BEFORE AND PAST
BLOCK.
6) UNDER CERTAIN CIRCUMSTANCES, TALC WELDED JOINTS OR FULLY WELDED JOINTS MAY BE USED IN LIEU OF
THRUST BLACKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRAIFING W139. SAID APPLICATION SHALL
BE APPROVED BY CI -17Y.
THRUST BLOCK DETAIL
END AND TEE
STANDARD DRAWING W 106
REVISION BY DATE
r' PIPE ZQNE BACKFILL, 1" MAXIMUM
BLOCK
DIMENSIONS
12 OR LESS 2.0 2.5
PIPE SIZE
(INCHES)
H
(FEET)
W
(FEET)
D
(FEET)
6 OR ESS
2.0
.2 ,0
1.0
8
2.5
2.5
LO
10
10
3.0
1:0
12
13
4.0
1.3
a
z
U
'
2.0
16
4,2
5.0
IS
18
4,7
5.5
1.8
20
5.0
6.0
20
24
513
7
6.0
27
5.5
9.0 "
2:0
30
5B
10.0
20
33
6.0
11.3
2.0
36
6.3
1 12.3
2-0
fUK ILL, UJL CKANUM ,ILL
NOTES -
I
1) BLOCK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE
SPECIFICATIONS. BLOCK DIMENSIONS SHOWN ARE,MINIMUM.
2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE RDQUIRED
CONFIGURATION.
3) BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR REPLACED EARTH HAVING 951 RELATIVE COMPACTION,
' MITrIMUM. '
4) BACKFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
5) CO:iPAG~iED EARTH SHALL EXTEND TO DEPTH AND WIDTII (W) OF BLACK AND Ta DISTANCE W/2 BEFORE AND PAST
BLOCK.
6) UNDER CERTAIN CIRCUMSTANCES, TALC WELDED JOINTS OR FULLY WELDED JOINTS MAY BE USED IN LIEU OF
THRUST BLACKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRAIFING W139. SAID APPLICATION SHALL
BE APPROVED BY CI -17Y.
THRUST BLOCK DETAIL
END AND TEE
STANDARD DRAWING W 106
REVISION BY DATE
r' PIPE ZQNE BACKFILL, 1" MAXIMUM
PIPE DIAMETER TRENCH • BOTTOM WIDTH
( INCHES) MINIMUM FEET MAXIMUM •(FEET)
TRENCH BACKFILL, 8" MAXIMUM
12 OR LESS 2.0 2.5
SIZE IN ACCORDANCE WITH BASIC
w
z
SIZE IN LAYERS NOT EXCEEDING
1.0
PIPELINE SPECIFICATIONS.
1.5
3 IN DEPTH IN ACCORDANCE
2.0
COMPACTED TO 90% RELATIVEW
2.5
WITH BASIC PIPELINE SPECIFI-
5 - 12
COMPACTION MINIMUM.
1.5
CATIONS. COMPACTED TO 90%
2.0
39 - 63 2.0
W w
u
RELATIVE COMPACTION MINIMUM.
4.0
10"
z
U
'
2.0
13 - 38 2.0
Z
W
GROUND SURFACE
3.1
64 - 90 3.0
H
�. (IMPROVED OR UNIMPROVED)
5 - 12
2.5
2.0
13 - 38 3.0
3.0
39 - 63 3.0
4.5
64 - 90 3.0
6.0
14"
5 - 12
2.0
2.0
13 - 38 3.0
4.0
39 - 63 3.5
5.0
64 - 90 4.0
6.0
16" & 18"
'
LOCATOR WIRE
2.5
2.5
mo
4.5
39 - 63 4.5
6.0
(ASBESTOS CEMENT PIPE ONLY)
8.0
20" & 24"
_
_
3.0
13 - 38 5.0
•
39 - 63 5.0
B.5
¢
w
W
27" & 30"
5 - 12
ASBESTOS CEMENT
3.5
13 - 30 5.5•.
5.5
N
8.0
45 - 63 6.0.
OR WELDED STEEL
WATERMAIN.
64 - 90 6.0
13.8
33" & 36"
5 - 12
4.0 1
4.0
N
Z
31 - 44 6.5
9.0
DESIGN FLOWUNE
/. / / / I /
/
/ i -
M
w
-BEARING
/ /
/ \
k
PROVIDE UNIFORM
FOR STEEL' PIPE ON BOTTOM
i
/ w
roi
OF TRENCH. y
w
/ / O F- m
a 1..
0=
_
y W Q
. /
/
/
/ oo
_L
o_
o
IL - M
/ •
/
BOTTOM OF TRENCH
TOP OF MOUND
0
_
PROVIDE MOUNDS OF SELECT
_ 1
EXCAVATED MATERIAL FOR
Oil
ASBESTOS CEMENT PIPE,
E
\
UNLESS PERMITTED OTHERWISE r
TRENCH BOTTOM WIDTH
DIRECT BURIAL CABLE
OF
•
(IF SPECIFIED)
NOTES
1) PIPELINE COVER SHALL BE 30• MINIMUM FOR PIPELINES 10- IN DIAMETER OR LESS. PIPELINE COVER SHALI. BE
36' MINIMUM FOR PIPELINES 12' IN DIAMETER OR GREATER.
2) TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSHA CONSTRUCTION SAFETY ORDERS FOR TRENC11
DEPTHS 5' AND GREATER.
3) ALL EXISTING PAVEMENT SHALL BE SAW CUT PRIOR TO TRENCHING, AND WHERE TRENCH SIDES SLUFF AND PAVEMENT
BREAKS AWAY, IT SHALL BE SAV CUT PRIOR TO PERMANENT PAVEMENT -REPAIR, ALL PAVEMENT SHALL BE REMOVED
FROM TRENCH UNLESS IT IS PULVERIZED,
4) LOCATOR VIRE FOR ASBESTOS CEMENT PIPE SHALL BE 14 CAGE COPPER VIRE, IT MULL BE CONTINUOUS ALONG THE
PIPELINE AND LOOPED AROUND THE PIPE AT FACII JOINT.
5) WHERE BOTTOM OF EXCAVATION IS IN ROCK MACH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARING FOR THE
PIPE, TRENCH SHALL BE OVEREXCAVATED B- MINIMUM AND REFILLED WIn( SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL. MATERIAL COMPACTED TO 901 MINIMUM RELATIVE CO",PACTIDN.
6) tnIENEVER BOTTOM OF TRENCH IS INSUFFICIENTLY STABLE TO PROVIDE A SUITABIE FOUNDATION FOR THE PIPE,
TRENCH SHALL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL. MATERIAL COMPACTED TO 901 MINIMUM RELATIVE COMPACTION.'
7) WHENEVER EXISTING CURBS ARE BEING USED FOR GRADE CONTROL. PIPELINES SHALL. BE. LAID ON PROJECTED
CONTINUOUS SLOPES THROUGH LOCALIZED HILLS, HUMPS AND MOUNDS AS AT STREET INTERSECTIONS AND CHANNEL
BERMS. PIPELINE GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE,
-PIPELINE TRENCII DEPTHS SHALL BE INCREASED TO ACCOMPLISH SAME AND PIPELINE COVER SILALL• BE INCREASED
ACCORDINGLY. -
8) WHENEVER EXISTING UTILITY FACILITIES. EXCEPT SEWERS. ARE ENCOUNTERED, PIPELINES SHALL CLEAR THEM BY 6•
MINIMUM, BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITII ABOVE PIPELINE REQUIREMENTS. PIPELINES
SHALL CLEAR SEVERS IN ACCORDANCE WITH STANDARD DRAWING W102. SPEPIFIED CLEARANCES OR SEPARATIONS
SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER. PIPELINES SHALL NOT BE IN CONTACT WITH OR
REST AGAINST OTHER UTILITY FACILITIES.
PIPELINE TRENCH
STANDARD DRAWING WI01
. REVISION BY DATE
REVISIONS Engineer C I t y
D: D:
BENCHMARK:
STATION, IF SPECIFIED
:I. ANGLE
IF
HOLD BACK 45°'MWIMUM �='••�.
CONCRETE , •. .,• , ,.
FROM ENDS (TYPICAL)OF FI
: 4 :.: o ; •.
(TYPICAL)G " W
PLAN
WATERMAIN
ELBOW
PIPE
SIZE
PIPE DIAMETER TRENCH • BOTTOM WIDTH
( INCHES) MINIMUM FEET MAXIMUM •(FEET)
-
12 OR LESS 2.0 2.5
14 THRU 1.8 2.5 3.5
20 THRU 27 3.0 4.0
30 THRU 36 4.0 5.0
1.0
NOTES
1) PIPELINE COVER SHALL BE 30• MINIMUM FOR PIPELINES 10- IN DIAMETER OR LESS. PIPELINE COVER SHALI. BE
36' MINIMUM FOR PIPELINES 12' IN DIAMETER OR GREATER.
2) TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSHA CONSTRUCTION SAFETY ORDERS FOR TRENC11
DEPTHS 5' AND GREATER.
3) ALL EXISTING PAVEMENT SHALL BE SAW CUT PRIOR TO TRENCHING, AND WHERE TRENCH SIDES SLUFF AND PAVEMENT
BREAKS AWAY, IT SHALL BE SAV CUT PRIOR TO PERMANENT PAVEMENT -REPAIR, ALL PAVEMENT SHALL BE REMOVED
FROM TRENCH UNLESS IT IS PULVERIZED,
4) LOCATOR VIRE FOR ASBESTOS CEMENT PIPE SHALL BE 14 CAGE COPPER VIRE, IT MULL BE CONTINUOUS ALONG THE
PIPELINE AND LOOPED AROUND THE PIPE AT FACII JOINT.
5) WHERE BOTTOM OF EXCAVATION IS IN ROCK MACH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARING FOR THE
PIPE, TRENCH SHALL BE OVEREXCAVATED B- MINIMUM AND REFILLED WIn( SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL. MATERIAL COMPACTED TO 901 MINIMUM RELATIVE CO",PACTIDN.
6) tnIENEVER BOTTOM OF TRENCH IS INSUFFICIENTLY STABLE TO PROVIDE A SUITABIE FOUNDATION FOR THE PIPE,
TRENCH SHALL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL. MATERIAL COMPACTED TO 901 MINIMUM RELATIVE COMPACTION.'
7) WHENEVER EXISTING CURBS ARE BEING USED FOR GRADE CONTROL. PIPELINES SHALL. BE. LAID ON PROJECTED
CONTINUOUS SLOPES THROUGH LOCALIZED HILLS, HUMPS AND MOUNDS AS AT STREET INTERSECTIONS AND CHANNEL
BERMS. PIPELINE GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE,
-PIPELINE TRENCII DEPTHS SHALL BE INCREASED TO ACCOMPLISH SAME AND PIPELINE COVER SILALL• BE INCREASED
ACCORDINGLY. -
8) WHENEVER EXISTING UTILITY FACILITIES. EXCEPT SEWERS. ARE ENCOUNTERED, PIPELINES SHALL CLEAR THEM BY 6•
MINIMUM, BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITII ABOVE PIPELINE REQUIREMENTS. PIPELINES
SHALL CLEAR SEVERS IN ACCORDANCE WITH STANDARD DRAWING W102. SPEPIFIED CLEARANCES OR SEPARATIONS
SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER. PIPELINES SHALL NOT BE IN CONTACT WITH OR
REST AGAINST OTHER UTILITY FACILITIES.
PIPELINE TRENCH
STANDARD DRAWING WI01
. REVISION BY DATE
REVISIONS Engineer C I t y
D: D:
BENCHMARK:
STATION, IF SPECIFIED
:I. ANGLE
IF
HOLD BACK 45°'MWIMUM �='••�.
CONCRETE , •. .,• , ,.
FROM ENDS (TYPICAL)OF FI
: 4 :.: o ; •.
(TYPICAL)G " W
PLAN
WATERMAIN
ELBOW
PIPE
SIZE
H.P.I.
(DEGREES)
H '
(FEET)
W
(FEET)
6"
•5 - 12
1.0
1.0
13 - 38 1.5
1.5
39 - 63 2.0
2.0
64 - 90 2.0
2.5
8"
5 - 12
1.0
1.5
13 - 38 2.0
2.0
39 - 63 2.0
3.0
64 - 90 2.0
4.0
10"
5 - 12
1.0
2.0
13 - 38 2.0
3.0
'39 - 63 3.0
3.1
64 - 90 3.0
4.2
12"
5 - 12
2.5
2.0
13 - 38 3.0
3.0
39 - 63 3.0
4.5
64 - 90 3.0
6.0
14"
5 - 12
2.0
2.0
13 - 38 3.0
4.0
39 - 63 3.5
5.0
64 - 90 4.0
6.0
16" & 18"
'
5 - 12
2.5
2.5
13 - 38. 4.0
4.5
39 - 63 4.5
6.0
64 - 90 4.5
8.0
20" & 24"
5 - 12
3.0
3.0
13 - 38 5.0
5.2
39 - 63 5.0
B.5
64 - 90 5.0
11.•6
27" & 30"
5 - 12
3.5
3.5
13 - 30 5.5•.
5.5
31 - 44 5.5
8.0
45 - 63 6.0.
10.0
64 - 90 6.0
13.8
33" & 36"
5 - 12
4.0 1
4.0
13 - 30 6.5
6.5
31 - 44 6.5
9.0
45 - 63 6.5
12.3
64 - 90 6.5
16.7
1 0
9ECTION
NOTES
1) BLOCK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN,, ACCORDANCE WITH BASIC CONCRETE
SPECIFICATIONS. BLOCK DIMENSIONS SHOWN ARE MINIMUM.
2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE REQUIRED
CONFIGURATION.
3) BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR REPLACED EARTH HAVING 951 RELATIVE COMPACTION,
MINIMUM.
4) BACKFILL AROUND AND OVER BLACKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
5) COMPACTED EARTH SHALL EXTEND TO DEPTH. AND WIDTH (W) OF BLOCK AND TO DISTANCE W/2 BEFORE AND PAST
BLACK.
6) UNDER CERTAIN CIRCUMSTANCES,.TACR WELDED JOINTS OR FULLY WELDED JOINTS MAY BE USED IN LIEU OF
THRUST BLOCKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRAWING W139. SAID APPLICATION SHALL
BE APPROVED BY. CITY.
THRUST BLOCK DETAIL
HORIZONTAL BEND
REVISION
STANDARD DRAWING W107
BY DATE
DIAMETER AS REQUIRED TO FIT
��� TIGHTLY OVER PIPS ,
-r{ 2
I 1/2'i OIAMETgR STEEL HANDLES
SEE DETAIL A (TYPICAL OF 2 )
h J_ 12 GAGE STEEL CAP
DETAIL IIAII DETAIL IIB 11 SECTION SIA -A!' SECTION IIB -B 1�
I/2" DIAMETER HOLE "
14 - 3- I/411.: o ; . o . - -
G 3/4'1co
- to
3/4
2" �^I
NOTES, 2-1/4
1) COVER, BRACKETS AND LIFT HANDLES SHALL DE PAINTED IN, ACCORDANCE WITH TIIE BASIC PAIIIT ING.
SPECIFICATIONS. TIIE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111).
2) BRACKETS SHALL BE CONSTRUCTED OF 1/I STE . ? w Q E2
REVISION
J.P. KAPP ASSOICIATES, INC.
i^t
CIVIL ENGINEERS, LAND PLANNERS
LAND SURVEYORS -
2002 IOWA AVE. SUITE 110 -
RIVERSIDE. CALIFORNIA -92507
(714) 276--8760
gym ✓
01 tl t� /
OF CAt�F
AIR VALVE COVER
� .416
STANDARD DRAWING W121
DATE L R. NuOfl►�ES� JR•
CITY OF FONTANA CAL I FORN I A
PUBLIC WORKS DEPARTMENT
Drawn by = WATER Sca I e
DETAILS NTS
Designed by, Date=
TRACT.NO. 1427.7;1:4277-1,2,3,4,5J6 r. _ 8/15/90
Checked by= Dwg No.
Approved= ENGINEER
E�
R.C.E. 25 6 ���; �!
8 EQUALLY SPACED HOLES
.
AROUND PIPE.''
7t
I" DIAMETER FOR I" OR -w
2 AIR VALVE,
-1 113
,
2" DIAMETER FOR 4"
j J
AIR VALVE
12 GAGE STEEL BRACES
tot
a
f• ,
(4 REQUIRED, EQUALLY-
SPACED AROUND PIPE)
_
o
-
k
4-6"X 1" NOTCHES EQUALLY
a 1..
0=
SPACED AROUND PIPE
o
IL - M
1•
0
_
�„ •
Oil
-
I
OF
AIR
-
12 GAGE STEEL BAND DIAMETER AS
r
REQUIRED TO FIT TIGHtLY AROUND
TECHITE PIPE.
2'X 2"X 1/4" STEEL PLATE-
r• _. ��
/
SEE DETAIL "B"
u Ism
SEE SECTION "B4
C
'
•
-SEE SECTION"A-A".
---
do -
2-I/2
3G" SQUARE FOR 1" OR 2" AIR VALVEel
46" SQUARE FOR 4" AIR VALVE
11811 "All
DETAIL IIAII DETAIL IIB 11 SECTION SIA -A!' SECTION IIB -B 1�
I/2" DIAMETER HOLE "
14 - 3- I/411.: o ; . o . - -
G 3/4'1co
- to
3/4
2" �^I
NOTES, 2-1/4
1) COVER, BRACKETS AND LIFT HANDLES SHALL DE PAINTED IN, ACCORDANCE WITH TIIE BASIC PAIIIT ING.
SPECIFICATIONS. TIIE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111).
2) BRACKETS SHALL BE CONSTRUCTED OF 1/I STE . ? w Q E2
REVISION
J.P. KAPP ASSOICIATES, INC.
i^t
CIVIL ENGINEERS, LAND PLANNERS
LAND SURVEYORS -
2002 IOWA AVE. SUITE 110 -
RIVERSIDE. CALIFORNIA -92507
(714) 276--8760
gym ✓
01 tl t� /
OF CAt�F
AIR VALVE COVER
� .416
STANDARD DRAWING W121
DATE L R. NuOfl►�ES� JR•
CITY OF FONTANA CAL I FORN I A
PUBLIC WORKS DEPARTMENT
Drawn by = WATER Sca I e
DETAILS NTS
Designed by, Date=
TRACT.NO. 1427.7;1:4277-1,2,3,4,5J6 r. _ 8/15/90
Checked by= Dwg No.
Approved= ENGINEER
E�
R.C.E. 25 6 ���; �!