HomeMy WebLinkAbout2043-1230° MAXIMUM _'� 300 MAXIMUM
100 MINIMUM 10° MINIMUM
2 1 2
WELDED STEEL PIPE,CEMENT :
MORTAR LINED AND OUTSIDE ASBESTOS CEMENT HEAVY DUTY
WRAPPED OR CEMENT MORTAR I TAPPED COUPLING.
COATED AS SPECIFIED.
I
FOR CONNECTION TO Wr'LD-E'D S7'EEL WATERMAIN,SEF_ NOTES4ANPS IBELOW
WELDED S EEL WATERMAIN ASBESTOS CEMENT WATERMAIN
NOTES
1) STANDARD STEEL COUPLING AND ASBESTOS Cm%ENT TAPPED COUPLING SHALL BE IRON PIPE :MEAD.
2) 2" SERVICE OUTLETS PrmrTTBD ONLY ON 8" AHD L.7lPo= WATER AINS.
3) PIPE TRRSADS SHALL BE CLEAN AND SHARP A -'7D SE.lLED WITH AN APPROVED JOINT COMPOUND.
A) PROVIDE NYLON fSUSHIN0 /4•ND 1-i/q•'t TwR A0Eo Si'EELCo(1PLINCI T -o Acca(vmonA-rE NY,-oN
113 V S Wt -44 FOR 1 9 FRV (CES AMP /'',4I R VALW-F.S
5) PROV(DE NYLOly ML15 •IM4AN0 Z_/Z" T NREAD919 sreEL COUPE/1444 T'o A•CC•OA4MO OAr-E NYS"
. �3USl-FI�IGFq(ZZ�.S�E�'dICES Quo A,I�e. d/.iGd�S'
i"& 2" SERVICE CONNECTION
(NEW MAIN)
STANDARD DRAWING W124
1'IU: L3 ER
HYDRANT OPERATING AREA
ITE -11
REQUIRED
( DESCRIPTION
1
1
STANDARD STEEL COUPLING WELDED TO STEEL WATERkAIN OR ABE STOS
I
3
1
CEMENT HEAVY DUTY TAPPED COUPLING WITH BRASS BUSHING.
2
1
CORPORATION STOP, 1" I.P.T. INLET A -^ID FLARED COPPER .OUTLET,
`2'
VARIES
JONES J-1505, MUELLER H-15025 OR APPROVED EQUAL. 2" I.P.T.
6
1
INLET AND FLARED COPPER OR COMPRESSION OUTLET, FLARED -JONES
7
I
J-1929, COMPRESSION -MUELLER H-15028 -OR APPROVED EQUALS.
3
VARIES
TYPE "K" SOFT COPPER TUBING OR APPROVED EQUAL.
to
AS
THRUST DbWK WD�lI11-D]a W TNC-RI3 .
80
REQUIRED
140
NOTES
1) STANDARD STEEL COUPLING AND ASBESTOS Cm%ENT TAPPED COUPLING SHALL BE IRON PIPE :MEAD.
2) 2" SERVICE OUTLETS PrmrTTBD ONLY ON 8" AHD L.7lPo= WATER AINS.
3) PIPE TRRSADS SHALL BE CLEAN AND SHARP A -'7D SE.lLED WITH AN APPROVED JOINT COMPOUND.
A) PROVIDE NYLON fSUSHIN0 /4•ND 1-i/q•'t TwR A0Eo Si'EELCo(1PLINCI T -o Acca(vmonA-rE NY,-oN
113 V S Wt -44 FOR 1 9 FRV (CES AMP /'',4I R VALW-F.S
5) PROV(DE NYLOly ML15 •IM4AN0 Z_/Z" T NREAD919 sreEL COUPE/1444 T'o A•CC•OA4MO OAr-E NYS"
. �3USl-FI�IGFq(ZZ�.S�E�'dICES Quo A,I�e. d/.iGd�S'
i"& 2" SERVICE CONNECTION
(NEW MAIN)
STANDARD DRAWING W124
ITEM
NUMBER
REQUIRED
HYDRANT OPERATING AREA
1
1
6- DIAMETER PTANCED SIDE OUTLET ON WELDED STEEL WATERMAIN OR 6' PIJVlGED CAST IRON TLE Olt ASBESTOS
CEMENT WATERMAIN.
(TO BE KEPT FREE OF ALL
1
6• DIAMETER FLANGED CAT'E VALVE PER STANDARD DRAWIM W109.
3
1
VALVE BOX INSTALLATION PER STANDARD DRAWING W111-
4
OBSTRUCTIONS INCLUDING
TREES AND PLANTS)
6' AWWA CLASS D FLAME.
`2'
VARIES
6- DIAMETER 10 CAGE CEMENT MORTAR LINED AND CEMENT }IORTAR COATED WELDED STEEL PIPE AND PITTING.
6
1
6• DIAMETER STANDARD WEIGHT CEMEf r MORTAR LINED AND CEKENT MORTAR COATED W P W
SMOOTH 90' ELBOW.
7
I
6- 6 DOLT FLANGE (DRILLED TO MATCH 6 BOLT HYDRANT P1.ANCE). PLAICE SHALL BE SHIPPED LOOSE.
WET BARREL FIRM ffb DOLT r ME 4- PMPzg OUTUM.--mmI>n
OUTLET, JONES J-3700 OR APPROVED EQUAL.
•
100
IisPE1tX
to
• L. •'
THRUST DbWK WD�lI11-D]a W TNC-RI3 .
80
39 - 90
140
20" i 24"
CONCRETE PAD
40
• •
.'lo
',Y :
v
CONCRETE PAD
(4 THICK)
5 - 12
50
13 - 30 `
ao
31 - 44:
140
(4" THICK)
240
450
.�
a
90
13 - 30:_
120
�• 45
'
45 - .-`3
260
64 - .90
300
39 - 63 4.5
6.0
w
J
w
20" 24"
5 - 12
3.0
(ASBESTOS CEMENT PIPE ONLY)
13 - 38 5.0
5.2
a
_
45O
64 - 90 5.0
Lu...
27" ai 30"
5 - 12
3.5
3.5
- C
W.
31- 44 5.5
8.0
45 - 63 6.0
ISBESTOS CEMENT
64 - 90 6.0
13.8
v
500
.
13 - 30 6.5
OR WELDED STEEL
WATERMAIN.
31 - 44 6.5
9.0
45 - 63 6.5
_�
•i
1.
•,•
?
u:
off.
_
DE SIGN FLOWUNE
a
LESS,
-BEARING
/ /
W
z
PROVIDE UNIFORM
STEEL PIPE ON BOTTOM
i
I
/ w
OR CREATE,
rt
FOR
TRENCH.
r w i
�` / 1 / r- m
•
GREATER THAN 5'
OF
1 2' 1
5'
2'
OR LESS
w
-
/ O
a
SIDEWALK OR UNIMPROVED SURFACE
•
/
-SIDEWALK
:p
7
`t
/--
-SLOPE 1/4" PER FOOT
_
- _.SLOPE 1/4 PER FOOT '
PROVIDE MOUNDS OF SELECT
EXCAVATED MATERIAL FOR
I I
I
ASBESTOS CEMENT PIPE*
w
•
UNLESS PERMITTED OTHERWISE
•
TRENCH BOTTOM WIDTH
DIRECT BURIAL CABLE
(IF SPECIFIED)
w
,
i
ac F-
.
ASBESTOS CEMENT OR .
W ,
SHIP LOOSE
I
WELDED STEEL WATERMAIN•...' _
4 5 4
CLASS C (2000 P.S.L, •' ••;::: •
4.5 SACK) CONCRETE
VARIABLE
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.
ITEM
NUMBER
REQUIRED
I DrSCRIPTIOM
1
1
6- DIAMETER PTANCED SIDE OUTLET ON WELDED STEEL WATERMAIN OR 6' PIJVlGED CAST IRON TLE Olt ASBESTOS
CEMENT WATERMAIN.
2
1
6• DIAMETER FLANGED CAT'E VALVE PER STANDARD DRAWIM W109.
3
1
VALVE BOX INSTALLATION PER STANDARD DRAWING W111-
4
3
6' AWWA CLASS D FLAME.
5
VARIES
6- DIAMETER 10 CAGE CEMENT MORTAR LINED AND CEMENT }IORTAR COATED WELDED STEEL PIPE AND PITTING.
6
1
6• DIAMETER STANDARD WEIGHT CEMEf r MORTAR LINED AND CEKENT MORTAR COATED W P W
SMOOTH 90' ELBOW.
7
1
6- 6 DOLT FLANGE (DRILLED TO MATCH 6 BOLT HYDRANT P1.ANCE). PLAICE SHALL BE SHIPPED LOOSE.
WET BARREL FIRM ffb DOLT r ME 4- PMPzg OUTUM.--mmI>n
OUTLET, JONES J-3700 OR APPROVED EQUAL.
39 - 90
100
IisPE1tX
to
40
THRUST DbWK WD�lI11-D]a W TNC-RI3 .
NOTES:
1) PIR- HYDRlti•T LOCATIONS )TOTED HEREON ARE GENERAL. SPECIFIC LOCATIONS SHALL CONFOR4 TO REQUIREMEh-M OF AGEaCY RAVIW, FIRE
PROTECTIOtt RESPONSIBILITY,
2) A 6- DIAMETER CEMENT MORTAR LINED CAST IRON FIRE HYDRANT BURY MAY. Be SUBSTITUTED FOR 6- STMID&RD WEIGHT PIPE. INLET FLANGE
SHALL BE DRILLED TO MATCH AIWA CLASS D FLANGE. OUTLET FLAUCE SMALL BE DRILLLM TO MATCH 6 BOLT HYDRANT FLANGE- A 64 DIAMETER
CEMENIr MORTAR LINED CAST IRON NON -GROOVED SPOOL (MINIM.UM Ir1lGTH SHALL Be 24-) SHALL BE USED AS R1]QUIRED.
3) CASKETS SHALL BE 1/16' -GRANITE-, MARCARCO, OR APPROVED EQUAL. BOLTS SHALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307 GRADE
'B- BET( NUTS, COIR -PRESS SEMI -FINISH STEEL PER ASTM A-194, GRADE '-2H-. THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL.
AFTER INSTALLATION, ALL BELOWGROUSD EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED RITUMASTIC.
4) ALL ABOVEGROUND EXPOSED METAL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAI Eur. SPECIFICATIONS. THE FINAL TWO
COATS SHALL BE SUNSET YELLCH (RUST-OLEUM NUMBER 7745).
6" RESIDENTIAL EIRE
HYDRANT 'INSTALLATION
STANDARD DRAWING W112
-REVISION BY DATE
ATR/C�r
No. 22015
6(p 430.93
k
I"D"
..L ..
END 01 PIPE
END KPI. ANGLE
~D�� o HORIZONTAL BEND
PIPE
SIZE
D
(Feet)
"
60
8"
80
10"
100
12"
140
14" z 16"
180
18"
200
20"
240
24"
280
30"
34.0
36"
420
PIPE
SIZE
it. P. 1.
(Degrees)
L
(Feet)
6"5
- 90
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" i 18"
5 - 12
40
13 - 38
80
39 - 90
140
20" i 24"
5 - 12
40
13 - 38
100 '
39 - 90
200
27" L 30"
5 - 12
50
13 - 30 `
100
31 - 44:
140
45-.- 90.
240
33" & 36"
A412
90
13 - 30:_
120
31 - <44
160
45 - .-`3
260
64 - .90
300
NOTES' -
1)' WELDED STEEL PIPE WITH DIAMETERS 16" AND LESS SHALL HAVE TACK WELDED JOINTS WITHIN LIMITS SHOWN
ABOVE.
2) WELDED STEEL PIPE WITH DIAt•1ETERS 18 -.AND GREATER SHALL HAVE FULLY WELDED JOINTS WITHIN LIMITS
SHOWN ABOVE.
WELDED STEEL PI PE
WELDED JOINT
THRUST PROTECTION
STANCSARD DRAWING • W 139
REVISION BY DATE
2" STANDARD BLACK PIPE THREADED
COUPLING. WELD TO TOP OF WATERMAIN 2" STANDARD BRASS SQUARE HEAD PLUG
-
AND COVER WITH PIPE COATING. 1 ,
DOUBLE STRAP (I.P.T) BRONZE SERVICE
I
CLAMP ROCKWELL No. 323 (OR APPROVED
EQUAL) OR HEAVY-DUTY ASBESTOS
CEMENT TAPPED COUPLING.
.�
.4.
WELDED STEEL WATERMAIN
j• f ASBESTOS CEMENT WATERMAIN
WELDED STEEL WATERMAIN ASBESTOS CEMENT WATERMAIN
NOTES
1) TOP OUTLET SHALL BE USED BY CONTRACTOR FOR TESTING AND DISINFECTION OR AS OTHERWISE
SPECIFIED BY CITY. CONTRACTOR SHALL PROVIDE CURB STOP OR CORPORATION STOP FOR TESTING
AND DISINFECTION AND HE SHALL REPLACE SAID STOP WITH AN APPROVED PLUG AFTER SUCCESSFULLY
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.
I" & 2" TOP OUTLET
REVISION BY DATE STANDARD DRAWL NG W 123
HOLD BACK CONCRETE
FROM FITTING END -
(TYPICAL)
STATION, IF
PLAN
waTERMAIN �
BLOCK
DIMENSIONS
TRENCH BACKFILL, 8" MAXIMUM
•.'�
H
(FEET)
W
(FEET)
D
(FEET)
6 OR ESS
`
2 0
11
8
2.5
2.5
1.0
10
3.0
3.0
1:0
12
3.3
4.0
1.3
4
18
45
1.5
16
4.2
5.0
IS
18
4.7
5.5
1.8
SECTION
M
THRUST BLOCK
M
WA
L
TERMAIN i, '
v
PLAN
A
"D"
WATERMAINJI
' • '•
p;
SECTION
ENQ
THRUST BLOC
-1-UM ILL, UbL UKANGH 51ZL
NOTES -
1) BLOCK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE
'SPECIFICATIONS. BLOCK DIMENSI6NS SHOWN ARE_M-INIMUM.
2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE REQUIRED
CONFIGURATION.
3j 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
BLOCK.
6) UNDER CERTAIN CIRCUMSTANCES, TACK WELDED JOINTS OR FULLY WELDED JOINTS MAY BE USED IN LIEU OF
THRUST BLOCKS FOR WELDED STEItL PIPE AS SHOWN ON STANDARD DRAWIHG W139. SAID APPLICATION SUAI.L
BE APPROVED BY CITY.
THRUST BLOCK DETAIL
END AND TEE
STANDARD DRAWING W1.06
REVISION BY DATE '
BLOCK
DIMENSIONS
TRENCH BACKFILL, 8" MAXIMUM
PIPE SIZE'
(INCHES)
H
(FEET)
W
(FEET)
D
(FEET)
6 OR ESS
2.0
2 0
1,0
8
2.5
2.5
1.0
10
3.0
3.0
1:0
12
3.3
4.0
1.3
4
18
45
1.5
16
4.2
5.0
IS
18
4.7
5.5
1.8
20
5.0
GO
20
24
5.3
7
�, (IMPROVED OR UNIMPROVED)
27
5.5
'9.0' ,
2.0
30
58
10.0 -
2-0
33
6.0
11.3 ---
20
36
6.3
12.3
20
-1-UM ILL, UbL UKANGH 51ZL
NOTES -
1) BLOCK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE
'SPECIFICATIONS. BLOCK DIMENSI6NS SHOWN ARE_M-INIMUM.
2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE REQUIRED
CONFIGURATION.
3j 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
BLOCK.
6) UNDER CERTAIN CIRCUMSTANCES, TACK WELDED JOINTS OR FULLY WELDED JOINTS MAY BE USED IN LIEU OF
THRUST BLOCKS FOR WELDED STEItL PIPE AS SHOWN ON STANDARD DRAWIHG W139. SAID APPLICATION SUAI.L
BE APPROVED BY CITY.
THRUST BLOCK DETAIL
END AND TEE
STANDARD DRAWING W1.06
REVISION BY DATE '
PIPE DIAMETER
(INCHES)
P PIPE ZONE BACKFILL, 1" MAXIMUM
12 OR LESS
TRENCH BACKFILL, 8" MAXIMUM
2.5
14 THRU 1.8
SIZE IN ACCORDANCE WITH BASIC
z
SIZE IN LAYERS NOT EXCEEDING
3.0
4.0
PIPELINE SPECIFICATIONS.
_j3
IN DEPTH IN ACCORDANCE
e"
5 - 12
COMPACTED TO 90% RELATIVE
W
WITH BASIC PIPELINE SPECIFI-
CATIONS. COMPACTED TO 90%
CONCRETEK
450'MINIMUM
COMPACTION MINIMUM.
=
w
RELATIVE COMPACTION MINIMUM.
q•; :'�• •. i, :;�,
FITTINS r
(TYPICAL)
" W
v
13 - 38 2.0
3.0
39 - 63 3.0
3.1
v
•
12"
-•
2.5
z
w
GROUND SURFACE
3.0
39 - 63 3.0
4.5
►�-
�, (IMPROVED OR UNIMPROVED)
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
LOCATOR WIRE
39 - 63 4.5
6.0
w
J
w
20" 24"
5 - 12
3.0
(ASBESTOS CEMENT PIPE ONLY)
13 - 38 5.0
5.2
a
_
o
_
64 - 90 5.0
11.6
27" ai 30"
5 - 12
3.5
3.5
- C
W.
31- 44 5.5
8.0
45 - 63 6.0
ISBESTOS CEMENT
64 - 90 6.0
13.8
33" A 36"
v
4.0
4.0
13 - 30 6.5
OR WELDED STEEL
WATERMAIN.
31 - 44 6.5
9.0
45 - 63 6.5
12.3
64 - 90 6.5
16.7
N
?
_
DE SIGN FLOWUNE
-BEARING
/ /
W
z
PROVIDE UNIFORM
STEEL PIPE ON BOTTOM
i
I
/ w
rt
FOR
TRENCH.
r w i
�` / 1 / r- m
OF
/
ti ui
as a
w
/ ' (
/ O
a
•
/
BOTTOM OF TRENCH
TOP OF MOUND
PROVIDE MOUNDS OF SELECT
EXCAVATED MATERIAL FOR
I I
I
ASBESTOS CEMENT PIPE*
UNLESS PERMITTED OTHERWISE
•
TRENCH BOTTOM WIDTH
DIRECT BURIAL CABLE
(IF SPECIFIED)
PIPE DIAMETER
(INCHES)
TRENCH BOTTOM WIDTH
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
NOTES
1) PIPELINE COVER SHALL BE 30• MINIMUM FOR PIPELINES 10- IN DIAMETER OR LESS. PIPELINE COVER SHALL. BE
36- MINIMUM FOR PIPELINES 12' IN DIAMETER OR GREATER.
2) TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSILA CONSTRUCTION SAFETY ORDERS FOR TRENCH
-DEPTHS 5' AND CREATER.
3) ALL EXISTINC PAVEMENT SHALL BE SAW CUT PRIOR TO TRENCHING, AND WHERE TRENCH SIDES SLUFF AND PAVEMENT
BREAKS AWAY, 1T SHALL BE SAW CUT PRIOR TO PERMANENT PAVEMENT 1tEPAIR. ALL PAVEMENT SHALL BE REMOVED
FROM TRENCH UNLESS IT IS PULVERIZED.
4) LOCATOR WIRE FOR ASBESTOS CEMENT PIPE SHALL BE 14 CACE COPPER WIRE. IT SHALL BE CONTINUOUS ALONG THE
PIPELINE AND LOOPED AROUND TILE PIPE AT EACH JOINT.
5) WHERE BOTTOM OF EXCAVATION IS IN ROCK WHICH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARINC FOR THE
PIPE, TRENCH SHALL BE OVEREXCAVATED 8- MINIMUM AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL MATERIAL COMPACTED TO 90% MINIMUM RELATIVE COttFACT10N.
6) WHENEVER BOTTOM OF TRENCH IS INSUFFICiENTLY STABLE TO PROVIDE A SUITABLE FOUNDATION FOR THE PIPE,
TRENCH SHILL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED
BACKFILL MATERIAL COMPACTED TO 90t.MINIMUM RELATIVE COMPACTION. -
7) WHENEVER F-XISTINC CURBS ARE BEINC USED FOR GRADE CONTROL, PIPELINES SHALL BE. LAID ON PROJECTED
CONTINUOUS SLOPES THROUCH LOCALIZED HILLS, HUMPS AND HOUNDS AS AT STREET 1MTERSECTIONS AND CHANNEL
BERMS. PIPELINE CRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE.
-PIPELINE TRENCH DEPTIIS SHALL BE INCREASED TO ACCOMPLISH SAME AND PIPELINE COVER SHALL BE INCREASED
ACCORDINGLY..
8) WHENEVER EXISTING UTILITY FACILITIES, EXCEPT SEWERS, ARE ENCOUNTERED, PIPELINES SHALL CLEAR THEM BY 6 -
MINIMUM, BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITH ABOVE PIPELINE REQUIREMENTS. PI FELINES
SHALL CLEAR SEWERS IN ACCORDANCE WITH STANDARD DRAWINC W102. SPECIFIED CLEARANCES OR SEPARATIONS
SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER. PIPELINES SHALL NOT BE IN CONTACT WITH OR
REST ACAINST OTHER UTILITY FACILITIES. .
PIPELINE TRENCH
STANDARD DRAINING W101
REVISION BY DATE
REVISIONS Engineer Clty
Not, r Dleoriptlont Approval Date Approval Date$
PRE ARED UNDER THE DIRECTION OFt
I ,
;EPHP_.-. - E: 220 5 DATE
MY REG WiTION EX
BENCHMARK:
WATERMAIN
H.P.I.
(DDGREES)
STATION, IF SPECIFIED
�
6"
5 - 12
r
1.0
13 - 38 1.5
1.5
39 - 63 2.0
2.0
H.P.I. ANGLE
2.5
e"
5 - 12
HOLD
1.5
•
CONCRETEK
450'MINIMUM
��'•••• .
FROM E
(TYPICAL)
q•; :'�• •. i, :;�,
FITTINS r
(TYPICAL)
" W
,:
13 - 38 2.0
3.0
39 - 63 3.0
3.1
PLAN
4.2
WATERMAIN
ELBOW
PIPE
SIZE
H.P.I.
(DDGREES)
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
e"
5 - 12
140
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
8.5
64 - 90 5.0
11.6
27" ai 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" A 36"
5 - 12
4.0
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
a •
SECTION
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, SPEND BAGS OR LUMBER TO ACHIEVE REQUIRED
CONFIGURATION.
3) BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR REPLACED EARTH HAVING 95% RELATIVE COMPACTION,
MINIMUM.
4) BACKFILL AROUND AND OVER BLOCKS 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
BLOCK.
6) UNDER CERTAIN CIRCUHSTANCES,.TACK 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 C,1TY.
THRUST BLOCK DETAIL
HORIZONTAL BEND
STANDARD DRAWING W107
REVISION BY DATE I
DIAMETER AS REQUIRED TO FIT
TIGHTLY OVER PIPE
1/2" DIAMETgR STEEL HANDLES
SEE DETAIL A (TYPICAL OF 2 )
12 GAGE STEEL CAP
iv
8 EQUALLY SPACED HOLES
AROUND PIPE.
"DIAMETER FOR 1"OR --10
2" IR VALVE. _>1 a!
2 DIAMETER FOR 4" j
AIR VALVE
12 GAGE STEEL BRACESy
O �. ,C3 va�'@a £A • � w. ,fly
(4 REQUIRED EQUALLY-
SPACED AROUND PIPE) 0yyi I `F x4 ` 4.6% 1" NOTCHES EQUALLY
�'Z' SPACED AROUND PIPE
O _ ,9 .
S 3$
I3 TI`OM OF AIR V �£` - 12 GAGE STEEL BAND DIAMETER AS
�.� ���` o � REOUtREO TO FIT TIGHTLY ARpt1ND
TECHITE PIPE.
2'x 2"x 1/4" STEEL PLATE-� sx•-' SEE DETAIL "B"
11 Bpi - 6.. _ ilAl�
v• •1/2°• ' u • •III a' ;o;
SEE SECTION "M" - - �•-
"•' -SEE SECTION"A-A"
co •
2-I/2
3G" SQUARE FOR I" OR 2" AIR VALVE
46" SQUARE FOR 4" AIR VALVE
11B�1 tlA,l
DETAIL HALL DETAIL 116'1 SECTION 1'A -A" SECTION 1'6-611
7-- I/2" DIAMETER HOLE } 11
• , to
co
ro 3/411 ' ( e •b. ;,,
NOTES, 2-1/4 2
1) COVER, PRACKETS AND LIFT HANDLES SHALL BE PAIIITED IN, ACCORDANCE WITH TILE BASIC PAINTING.
SPECIF[CATIW6. TILE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111).
2) BRACKETS 511ALL BE CONSTRUCTED OF 1/11" STEEL.
AIR VALVE COVER
STANDARD DRAWING W121
REVISION BY DATE
JP. KAPP & ASSOCIATES, INC"
CIVIL ENGINEERS. LAND PLANNERS
LAND SURVEYORS
2002 IOWA AVE. SUITE 110
RIVERSIDE. CALIFORNIA 92507
(714) 275--8760
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by t WATER Sca I e=
NTS
Dealgned by$ DETAI LS Datat
8/15/90
Checked by t.���L DwQg'jgN° No. f�
"�_-.:-CITY ENGINEER R.C.E. 254