HomeMy WebLinkAbout2034-36_1W
FINISHED
GROUND
SURFACE w
4
LOCATION OF METER BOX ALONG UNIMPROVED 66'
S:DEV ALK ROA(7^&Ys I
CHISEL I•I/2"HIGH'1H'ON CURB OVER
SERVICE ALIGNMENT AT
,,�.. •.. o.: METER LOCATION.
' � to •':' . 5 .�� � � • :;�� •
Z
WELL COMPACTED EARTH �
Z
o z
2 ASBESTOS CEMENT .
OR WELDED STEEL
'r WATERMAIN
ry
CUSTVMEA SERVICE FURNISHED AND
PIPING INSTALLED 8Y CITY 30° Mn:{It:UFI
10° MINIMUM
ITEMM
NUMBER
REQUIRED
DESCRIPTION
1
1
2" SERVICE CONNECTION PER STANDARD DRAWING W124 OR STANDARD
DRAWING W125.
2
VARIES
2" TYPE "K" SOFT COPPER TUBING OR APPROVED EQUAL.
3
1
2" STANDARD WEIGHT BRONZE ELL I.P.T. TO FLARED, JONES J-1536
OR APPROVED EQUAL OR 2" STANDARD WEIGHT BRASS ELL I.P.T. TO
I.P.T. WITH I.P.T. TO COMPRESSION COUPLING, MUELLER H-15428
OR APPROVED EQUAL.
4
1
2" BRONZE RISER, THREADED BOTH ENDS.
5
1
2" ANGLE METER STOP WITH SLOTTED HOLES, FORD FV7, JONES J -1527-F,
MUELLER H-14286, OR APPROVED EQUAL.
6
1
METER, SIZE AND TYPE AS SPECIFIED.
7
1
CONCRETE METER BOX WITH CONCRIYTE COVER AND CAST IRON READING
LID, BROOKS 65-S(C.I.), QUIKSET WJ-30, OR APPROVED EQUAL.
8
1
2" STANDARD WEIGHT BRASS PIPE, 16" LONG.
9
1
2" CUSTOMER SERVICE VALVE, OHIO 7500, OR APPROVED EQUAL.
10
1
VALVE BOX, BROOKS 1 -RD, QUIKSET, OR APPROVED EQUAL..
NOTES:' -
1) COPPER SERVICE TUBING SHALL BE LAID STRAIGHT AND AT RIGHT ANGLES TO THE WATERMAIN.
2) METER BOY. SHALL BE AT LEAST 5' FROM EDGE OF DRIVEWAY (CURB DROP) OR FROM DRIVEWAY
RADIUS.
3) PIPE THRFAOS SHALL BE CLEAN AND SHARP AND SEALED WITH AN APPROVED JOINT COMPOUND.
4) ONE INLINE COUPLING PER SERVICE IS ALLOWED, UNION TO BE MUELLER H-15403 OR APPROVED
EQUAL.
30° MAXIMUM
10° MINIMUM
WELDED STEEL PIPE,CEMENT
MORTAR LINED AND OUTSIDE
WRAPPED OR CEMENT MORTA
COATED AS SPECIFIED.
WELDED STEEL WATERMAIN
300 MAXIMUM
10° MINIMUM
ASBESTOS CEMENT HEAVY DUTY
TAPPED COUPLING.
ASBESTOS CEMENT WATERMAIN
NOTES
1) STANDARD STZZL COUPLING AND ASBESTOS Cz4E.NT TAPPED COUPLING SMALL BE IRON PIPE :BREAD.
2) 2• SERV2CE OUTLETS PERMITTED ONLY ON 8• AND LARGFA WATERK4AINS,
3) PIPE THREADS SHALL BE CLEAN AND SHARP AlM SEALED WITH AN APPROVED JOINT COMPOUND.
NOW
1"aO SERVICE CONNECTION
(NEW MAIN)
STANDARD DRAWING W124
W
J
R 16■
o, LAUlTION OF METER BOX AU
FINISHED g ROADWAYS
GROUND
SURFACE SIOEWALK----�
C) v .'•
WELL COMPACTED EARTH
CUSTOMER FURNISHED AND INSTALLED
SERVICE PIPING BY CITY
6"
CHISEL I-1/2"HIGH "W"ON CURB
OVER SERVICE ALIGNMENT AT
METER LOCATION.
We
x
�I
* ASSESTOS CEMENT
t�vl 2 OR WE._£D STEEL -w
WATERMAIN
300 MAXIMUM
10° MINIMUM
ITF-4
2.-U.% 3 ER
DZSCRIPTION
ITEM
REQUIRED
DESCRIPTION
1
1
STANDARD STEEL COUPLING WELDED TO STEEL WA►TERMAIN OR ABESTOS
3
1
CEMENT HEAVY DUTY TAPPED COUPLING WITH BRASS BUSHING.
2
1
CORPORATION STOP, 1" I.P.T. INLET A_VD FLARED COPPER OUTLET,
5
1
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
1
J-1929, COMPRESSION -MUELLER H-15028 OR APPROVED EQUALS.
3
VARIES
TYPE "K" SOFT COPPER TUBING OR APPROVED EQUAL.
5 - 12
AS
13 - 38
80
REQU I P.ED
140
NOTES
1) STANDARD STZZL COUPLING AND ASBESTOS Cz4E.NT TAPPED COUPLING SMALL BE IRON PIPE :BREAD.
2) 2• SERV2CE OUTLETS PERMITTED ONLY ON 8• AND LARGFA WATERK4AINS,
3) PIPE THREADS SHALL BE CLEAN AND SHARP AlM SEALED WITH AN APPROVED JOINT COMPOUND.
NOW
1"aO SERVICE CONNECTION
(NEW MAIN)
STANDARD DRAWING W124
W
J
R 16■
o, LAUlTION OF METER BOX AU
FINISHED g ROADWAYS
GROUND
SURFACE SIOEWALK----�
C) v .'•
WELL COMPACTED EARTH
CUSTOMER FURNISHED AND INSTALLED
SERVICE PIPING BY CITY
6"
CHISEL I-1/2"HIGH "W"ON CURB
OVER SERVICE ALIGNMENT AT
METER LOCATION.
We
x
�I
* ASSESTOS CEMENT
t�vl 2 OR WE._£D STEEL -w
WATERMAIN
300 MAXIMUM
10° MINIMUM
ITF-4
NUMBER
REQUIRED
DZSCRIPTION
1
1
11" SERVICE CONNECTION PER STANDARD DRAWING W124 OR STANDARD DRAWING
W125
2
VARIES
( 1" TYPE "K" SOFT COPPER TUBING OR APPROVED EQUAL.
3
1
1" ANGLE METER STOP, JONES J-1525, OR APPROVED EQUAL.
4
1
METER SIZE AHD TYPE AS SPECIFIED.
5
1
CONCRETE METER BOX WITH CAST IRON COVER, BROOKS 33T, QUI'Y.SET W-20.10,
OR APPROVED EQUAL.
6
1
1" STANDARD WEIGHT BRASS PIPE, 12" LONG.
7
1
1" CUSTOMER SERIVCE VALVE, OHIO•1301X, OR APPROVED EQUAL.
8
1
VALVE BOX BROOKS 1 -RD, QUIKSET, OR APPROVED EQUAL.
NOTES:
1) COPPER SERVICE TUBING SHALL BE LAID STRAIGHT AND AT RIGHT ANGLES TO THE WATERMAN.
2) METER BOX SHALL BE AT LEAST 5' FROM EDGE OF DRIVEWAY (CURB DROP) OR FROM DRIVEWAY
RADIUS.
3) PIPE THREADS SHALL BE CLEAN AND SHARP AND SEALED WITH AN APPROVED JOINT COMPOUND.
4) ONE INLINE COUPLING PER SERVICE IS ALLOWED, COUPLING TO BE JONES J-1528 OR
APPROVED EQUAL.
«D..
ML "
END 01 PIPE
END H.P.I. ANGLE
h
« o HORIZONTAL BEND
CTO
PIPE
SIZE
D
(Feet)
■
60
8'
80
10'
100
12'
140
14' IF 16'
180
18'
200
20'
240
24"
280
30'
340
36'
420
PIPE.
SIZE
If. P.I.
(Degrees)
L
(Feet)
■
1
60 DIAMETER PLANGED 8109 OUTLET ON WELDED STEEL IRAT01MAIN OR 6- TIAMOD CAST IRON TLE ON ASBESTOS
CEKERRT WATERMAIN.
Be
1
0
39 - 90
60
10'
5 - 38
40
39 - 90
80
12"
5 - 39
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 240
5 - 12
40
13 - 38
100
39 - 90
200
270& 30-
5 - 12
SO
13 - 30
100
31 - 44
140
45 - 90
240
33" i 360
5 - 12
60
13 - 30
120
31 - 44
160
45 - 0
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 DIALIETERS 18- AND GREATER SHALL HAVE FULLY WELDED JOINTS 'WITHIN LIMITS
SHOWN ABOVE.
WELDED STEEL PIPE
WELDED JOINT
THRUST PROTECTION
STANDARD DRAWING W139
REVISION BY DATE
HYDRANT OPERATING AREA
(TO BE KEPT FREE OF ALL
• OBSTRUCTIONS INCLUDING
TREES AND PLANTS
o: CONCRETE PAD
CONCRETE PAID 450 .�.A ' ' u (4„ THICK)
14" THICK) 3:
N: W t°
45°
w Z I .■!
OR LESS
- t _
eQ g -SIDEWALK v
01 SLOPE 1/4" PER FOOT
GREATER THAN 5'
SIDEWALK OR UNIMPROVED SURFACE
SLOPE 1/4" PER FOOT
a� I� W
JASBESTOS CEMENT OR
W SHIP LOOSE ( WELDED STEEL WATERMAIN.
I 'o.
CLASS C (2000 P.S.I., '■ '
VARIABLE
4.5 SACK) CONCRETE
THRUST BLOCK, eCUBE
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, 14YDRANT SHALL BE INSTALLED
2' FROM PROPERTY LINE.
ITEM
MRIKBER
NVUIRID I
DPACRIPTION
1
1
60 DIAMETER PLANGED 8109 OUTLET ON WELDED STEEL IRAT01MAIN OR 6- TIAMOD CAST IRON TLE ON ASBESTOS
CEKERRT WATERMAIN.
2
1
6 • DIAMETER TIANGED GAR VALVE PER STANDARD DRAKING 110109.
3
1
VALVE BOX INSTALLATION PER STANDARD DRAWING 9111.
4
3
6' ANNA CLASS D PLANGE.
S
VARIES
6' DIAMETER 10 CAGE CDENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL PIPS AND PITTING -
6
1
6- DIAMETER STANDARD WE CDT CDIRNi MORTAR LINO VA6 CEMENT MORTAR COATED Virg Will
SMOOTH 90- ELBOW.
7
1
6. 6 BOLT PI.ANGE (DRILLED TO MATCH 4 BOLT HYDRANT PIMANCE1. FUME SMALL BE SHIPPED LOOSE.
. OUTLET, JOHN JOHN J-3700 oft APPROm EQUAL.
10
la
TAiEPe1F"11MM 11 ovullim.
Iii-BLOCIc�ER�T1QIliA1fD"DU�iTlllClilD .
NOTES:
1) PIR- DYDRA%"P IaCATIONS NOTED HEREON ARE GCNEAAL. SPECIPIC LOCATIOHS SHALL CONFOR4 TO R`JQUIRIKENTS OF AGE."ACY RAVING FIRE.
PROTL=1011 RESPONSIBILITY,
2) A 6- DIAMETER CntVff MORTAR LINEN CAST IRON FIRE HYDRANT BURY MAY BE SUBSTITUTED POR 6• STANDARD WEIGNT PIPE. INLET FLANGE
SHALL ■E DRILLED TO MATCH ANNA CLASS D FLANGE. OUTLET FLANGE SHALL BE DRILLLD TO MATCH 6 BOLT HYDRANT FLANGE. A 6- DIAMETER
CrPtENi MORTAR LINED CAST IRON NON -GROOVED SPOOL (MINIMUM LENGTH SHALL BE 24•) SHALL BE USED AS R&WIRED.
31 GASKETS SHALL BE 1/16' "'GRANITE', MARCARCO, OR APPROVED EQUAL. BOLTS SHALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307 GRADE
-B- REX IRATE. COLD -PRESS SEMI -FINISH STEEL PER ASTM A-194, GRADE •211-. THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL.
AFTER INSTALLATION, ALL B[LONGROUND EXPOSED STEEL SM" BE FIELD COATED WITH AN APPROVED PITlUKASTIC.
41 ALL ABOVEGROUND EXPOSED METAL SURFACES SMALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAIHTIHI; SPOCIPICATIOMS. THE FINAL TWO
COATS SHAMS. BE SUNSET YELLOW (RUST-OLEUt NUMBER 7745).
6" RESIDENTIAL FIRE
HYDRANT 'INSTALLATION
STANDARD DRAWING WII2
REVISION BY DATE
HOLD BACK CONCRETE
FROM FITTING END
(TYPICAL) `yy" 450 MAXIMUM
(TYPICAL)
` 1 �WATERMAIN
STATION, IF SPECIFIED
R
PLAN
N %ate
r Dr
WATERMAIN ,
I I II .
SECTION
SEF T RUST BLOCK
WA
L
TERMAIN -•� a
T
PLAN
r
WATERMAIN
•'i
1
SECTION
END THRUST BLOCK
-FOR TEE, USE BRANCH 31ZE
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) BLACKS 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 BLOCKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
5) COMPACTED EARTH SHALL EXTEND TO DEPTH AND WIDTH (W) OF BLACK AND TO DISTANCE W/2 BEFORE AND PAST
BLOCK.
6) UNDER CERTAIN CTRCUKSTANCES, 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 SLLILE,
BE APPROVED BY CITY.
THRUST BLOCK DETAIL
END AND TEE
REVISION BY' STANDARD DRAWING WI06
NO. DESCRIPTION
WATERMAIN
STATION, IF SPECIFIED
H.P.I. ANGLE
HOLD BACK
CONCRETE
FROM ENDS
OF FITTING
(TYPICAL)
PLAN
v
4 's
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, SAID 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 4':O6IPACTED TO 951 RELATIVE COMPACTION, HINIMUM.
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 LIL�U OF
THRUST BLOCKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRAWING W139. SAID APPLICATION SHALL
BE APPROVED BY. G ITY.
BLOCK
DIMENSI N
PI(INCHES) SIZE■
(FEET)
(FEET)
(FEET)
6 OR LESS
2.0
I
8
2.5
2.5
1.0
IO
3.0
3.0
L
12
13
4.0
L3
4
la
4A
1-5
16
4.2
SO
IS
IB
4.7
5.5
I
20
S
4
7
27
5.5
9.
Z
30
5.8
10.0
LID
33
L
11.3
Z.O
36 1
6.
12.3
20
-FOR TEE, USE BRANCH 31ZE
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) BLACKS 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 BLOCKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
5) COMPACTED EARTH SHALL EXTEND TO DEPTH AND WIDTH (W) OF BLACK AND TO DISTANCE W/2 BEFORE AND PAST
BLOCK.
6) UNDER CERTAIN CTRCUKSTANCES, 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 SLLILE,
BE APPROVED BY CITY.
THRUST BLOCK DETAIL
END AND TEE
REVISION BY' STANDARD DRAWING WI06
NO. DESCRIPTION
WATERMAIN
STATION, IF SPECIFIED
H.P.I. ANGLE
HOLD BACK
CONCRETE
FROM ENDS
OF FITTING
(TYPICAL)
PLAN
v
4 's
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, SAID 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 4':O6IPACTED TO 951 RELATIVE COMPACTION, HINIMUM.
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 LIL�U OF
THRUST BLOCKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRAWING W139. SAID APPLICATION SHALL
BE APPROVED BY. G ITY.
PIPE H.P.I. H W
SIZE (DEGREES) (FEET) (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.S
80 5 - 12 1.0 1.5
3 - 36 2.0 2.0
39`- 63 2.0 1 3.0
64 - 90 2.0 1 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
160 i 18" 5 - 12 2.5 2.5
13 - 38 4.0 4.5
39 - 63 4.5 6.0
' 64 - 90 4.5 6.0
200 t 240 5 - 12 3.0 3.0
13 - 38 5.0 5.2
9 - 63 5.0 8.5
64 - 90 5.0 11.6
27" i 30" 5 - 12 3.5 3.5
13 - 30 5.5 5.5
31 - 44 5.5 8.0
4S - 63 6.0 10.0
64 - 90 6.0 13.8
33" i 36" S - 12 4,0 4.0
13 - 30 6.5 6.5
31 - 44 6.5 9.0
45 - 63 1 6.5 12.3
- 16.7
THRUST BLOCK DETAIL
HORIZONTAL BEND
REVISION BY I DATE STANDARD DRAWING WI07
a,I
t V 151 U N 5 tl KAPp ASSQCIATES� INC. U 1 1 Y UV 1- U N I A N A L A L I F U K N I A
DATER eye
PUBLIC WORDS DEPARTMENT
Drawn byT Saelil
Designed by: DETA IL sqEET o.1.R
8 3o g�
h•ek.d byT Z'( 1)•. Ile. sAR(�
•ApprevedR £NCIH R R.C. W34 7
•Pa Fake fonts, -a Siandard Shoat •- 6410.273PF1 364001 1595 27-Auq•-90 03,10 PM / 364001.02••126`
64 90 6.5
THRUST BLOCK DETAIL
HORIZONTAL BEND
REVISION BY I DATE STANDARD DRAWING WI07
a,I
t V 151 U N 5 tl KAPp ASSQCIATES� INC. U 1 1 Y UV 1- U N I A N A L A L I F U K N I A
DATER eye
PUBLIC WORDS DEPARTMENT
Drawn byT Saelil
Designed by: DETA IL sqEET o.1.R
8 3o g�
h•ek.d byT Z'( 1)•. Ile. sAR(�
•ApprevedR £NCIH R R.C. W34 7
•Pa Fake fonts, -a Siandard Shoat •- 6410.273PF1 364001 1595 27-Auq•-90 03,10 PM / 364001.02••126`