HomeMy WebLinkAboutIronbridge_DET1SEE TABLE BELOW.
r
r,
o_
r n' PROVIDE BOND BREAKER
AT ALL FITTINGS.
BENDS & ELBOWS
FOR FUTURE CONNECTION
ROp PLUG TO FITTING.
SEE TABLE BELOW.
WHERE REDUCER IS USED,
- ROD BACK TO TEE. MEG -A -LUG
I� MAY BE USED PER MANUFACTURERS
D
REQUIREMENTS IN PLACE OF TIE
RODS UPON APPROVAL OF ENGINES
L q�
AREA
TE E
SEE TABLE BELOW.
PLUG -' I
ti w
o a� a
.4
BELL END-] f
DEAD END LINE
REDUrwEE
ALL THRUST BLOCKS SHALL
BE POURED AGAINST UNDISTURBED
SOIL, WHERE THIS IS NOT POSSIBLE,
TIE ROD SHALL BE USED.
WORD "WATER"
ON COVER
3" ASPHALT
ADJUSTABLE C.I, VALVE
BOX 5" BARREL
2'° COMPRESSION MATERIAL
TO PREVENT ROADWAY SHOCK
FROM BEING TRANSMITTED
TO VALVE,
WATERTIGHT SPLICE
(SEE NOTE)
12 GAUGE TRACER
WIRE (WHEN REQUIRED)
PRECAST
CONCRETE BLOCK ��I
GATE VALVE
N, T. S.
- RECESS TOP OF VALVE BOX
1/8" TO 1/4" BELOW FINISH
GRADE
/\ �\ \-
UNPAVED AREA
NOTE:
LOOSELY WRAP 12 GAUGE WIRE
o AROUND VALVE BOX BARREL.
V DRILL 1/8" HOLE TO ALLOW TRACER
z WIRE TO ENTER BARREL 4" BELOW
VALVE BOX COVER WITH 12" OF
z WIRE DRAPED IN BARREL.
v
--GATE VALVE
200 PSI RATING
�- 1. MAIN LINE GATE VALVES TO HAVE
JOINTS SAME AS WATER MAIN OR AS
SPECIFIED FOR MAIN LINE FITTINGS,
2. POLYETHYLENE WRAP ON ALL METAL
COMPONENTS UNLESS OTHERWISE
SPECIFIED.
DETAIL
NOTES:
1. USE CONCRETE THRUST BLOCKS & ANCHOR
BLOCK FOR PLASTIC PIPE, (NO TIE RODS).
2. FOR CAST IRON PIPE USE EITHER TIE RODS
OR CONCRETE BLOCKS.
3. ANCHOR BLOCK WEIGHTS AND TIE ROD
SIZE & LENGTH BASED ON 200 PSI
PRESSURE & 4-1/2 FT. OF COVER,
WHERE WORKING PRESSURE EXCEEDS
ABOVE, ANCHORS TO BE SPECIAL
CONSTRUCTION.
4. MEGA -LUG MAY BE USED PER MANUFACTURERS
REQUIREMENTS IN PLACE OF TIE
RODS UPON APPROVAL OF ENGINEER.
45' BEND
CLEARANCE
AT HUB
TIE RODS WHERE
APPLIES, a
HU
45' BEND
E A C
TIE DOWN RODS
MIN. 2-#6
THRUST BLOCK
(SEE CHART FOR
BEARING AREAS)
PIPE1 MIN WEIGHT OF ANCHOR BLOCK
SIZE 90' BEND
45' BEND 221 -BEND
MINIMUM
THRUST BLOCK BEARING AREAS IN SQUARE FEET
PIPE
SIZE
90'
BEND
45'
BEND
22 1/2'
BEND
TEE
PLUG
CATE
VALVES REDUCERS
NOTES
12"
16.0
8.7
4.4
11.3
7,3
SOIL BEARING PRESSURE 15 ASSUMED TO BE 1200 P.S.F.
WHERE SOIL BEARING VARIES FROM ABOVE,
REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY,
IN NO CASE SHALL BEARINGS AREA BE LESS THAN
2.0 FT, SQ. STANDARD TEST PRESSURE IS
CONSIDERED AT 200 P.S.I.
CONCRETE STRENGTH TO BE 3,000 P.S.I„ 28 DAY
TEST. MINIMUM WEIGHT OF THRUST BLOCKS SHALL BE
1,000 LBS.
1D" 11.1 6.0 3.1 7.8 4.5 4.2
8" 7.1 3.9 2,0 1 6.0 2,4
6" 4.0 2.2 2.0 2,8 0.7
4" 2.0 2.0 2.0 2.0 0.5
3" 2.0 2.0 2.0 2.0 0.5
22,500#
WORD "WATER"
ON COVER
3" ASPHALT
ADJUSTABLE C.I, VALVE
BOX 5" BARREL
2'° COMPRESSION MATERIAL
TO PREVENT ROADWAY SHOCK
FROM BEING TRANSMITTED
TO VALVE,
WATERTIGHT SPLICE
(SEE NOTE)
12 GAUGE TRACER
WIRE (WHEN REQUIRED)
PRECAST
CONCRETE BLOCK ��I
GATE VALVE
N, T. S.
- RECESS TOP OF VALVE BOX
1/8" TO 1/4" BELOW FINISH
GRADE
/\ �\ \-
UNPAVED AREA
NOTE:
LOOSELY WRAP 12 GAUGE WIRE
o AROUND VALVE BOX BARREL.
V DRILL 1/8" HOLE TO ALLOW TRACER
z WIRE TO ENTER BARREL 4" BELOW
VALVE BOX COVER WITH 12" OF
z WIRE DRAPED IN BARREL.
v
--GATE VALVE
200 PSI RATING
�- 1. MAIN LINE GATE VALVES TO HAVE
JOINTS SAME AS WATER MAIN OR AS
SPECIFIED FOR MAIN LINE FITTINGS,
2. POLYETHYLENE WRAP ON ALL METAL
COMPONENTS UNLESS OTHERWISE
SPECIFIED.
DETAIL
NOTES:
1. USE CONCRETE THRUST BLOCKS & ANCHOR
BLOCK FOR PLASTIC PIPE, (NO TIE RODS).
2. FOR CAST IRON PIPE USE EITHER TIE RODS
OR CONCRETE BLOCKS.
3. ANCHOR BLOCK WEIGHTS AND TIE ROD
SIZE & LENGTH BASED ON 200 PSI
PRESSURE & 4-1/2 FT. OF COVER,
WHERE WORKING PRESSURE EXCEEDS
ABOVE, ANCHORS TO BE SPECIAL
CONSTRUCTION.
4. MEGA -LUG MAY BE USED PER MANUFACTURERS
REQUIREMENTS IN PLACE OF TIE
RODS UPON APPROVAL OF ENGINEER.
45' BEND
CLEARANCE
AT HUB
TIE RODS WHERE
APPLIES, a
HU
45' BEND
E A C
TIE DOWN RODS
MIN. 2-#6
THRUST BLOCK
(SEE CHART FOR
BEARING AREAS)
PIPE1 MIN WEIGHT OF ANCHOR BLOCK
SIZE 90' BEND
45' BEND 221 -BEND
2"
150#
150#
150
3"
900#
450#
150#
4"
1600#
900#
450#
6"
6050#
2400#
700#
8"
12,300#
5750#
2000
10"
22,500#
12,100#
6200#
12"
32,1001
17,40D
8900
MIN, 2-#6 REBARS
ASPHALT COATED
TRENCH CROSS SECTION
N.T.S.
//\ D j
5' TYP_ /
d
a-
F-
... 6
TEE CROSS
PROVIDE 2 - 3/4" GREASED STEEL
TIE RODS WITH "STAR" TIE BOLTS
ENCAPSULATED IN POLYETHYLENE
SHEETING, OR "PROTECTO WRAP".
BOLT VALVE TO TEE OR CROSS.
LINE VALVES AT TEES AND CROSSES
STRAPS
TIE RODS WHERE APPLIES.
MIN, 2 REQ'D "
ONE PIPE LENGTH (MIN.)
ANCHOR BLOCK (THRUST
UPWARD SEE TABLE FOR
SIZE) EXTEND BLOCK INTO
SIDES OF TRENCH,
TIE RODS
NOTES:
BEND
1. PAVEMENT REPLACEMENT SHALL MEET EXISTING
MIN.
LENGTH
OF ROD `
THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS.
90'
UNLESS OTHERWISE SPECIFIED ON THE PLANS.
22'
ASPHALT SURFACING = 3" MIN„
vP
AGGREGATE BASE COURSE = 8" MIN.
7'
2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE
22j'
TRENCH MATERIAL COMPACTED TO 90% STANDARD PROCTOR,
2'
TOP 12" TO BE TOPSOIL, AND REVEGETATE.
90'
"- VARIES - -- --
35'
EXISTING ASPHALT TO
45'
BE SAWCUT (TYP.)
10°
12" (TYP,) --
22 2'
DEPTH OF ASPHALT &
3'
T BASE COURSE COMBINED
T � r
90'
T
48'
a - SLOPE TRENCH WALLS FOR
45'
SAFETY PER CURRENT SHA
14'
TOPSOIL & COSH REQUIREMENTS
22 2
SELECT MATERIAL COMPACTED TO 95% IF LOCATED
4
IN ROADWAY EASEMENT. COMPACTED TO 90% IF
90'
�I
LOCATED IN OTHER EASEMENTS, LOTS OR SPACES,
78'
o
CLASS 6 AGGREGATE BASE COURSE WILL BE REQ'D
45'
4" MAX. IF THE ENGINEER DETERMINES THAT THERE IS NO
22'
SUITABLE SELECT MATERIAL ON SITE.
222'
- Bc - NO. 12 COPPER TRACER WIRE EXTENDED TO VALVE
6'
BOXES AND HYDRANTS, AND ATTACHED AT A POINT
FITTING
ACCESSIBLE FROM ABOVE GROUND. (WHEN REQUIRED)
®�00
CLASS 6 ABC BEDDING MATERIAL COMPACTED TO
Yew
95% STANDARD PROCTOR DENSITY.
EPDXY GROUT
3/4" OR 1 1/2" SCREENED ROCK ACCEPTABLE IF
.. C \
THERE ARE HIGH GROUND WATER CONDITIONS AND
r
z
Bc + 18" AS DIRECTED BY THE ENGINEER.
�j
4'-O"
_j W
GEOTECHNICAL REPORT REQUIRES A 2'
OVEREXCAVATION UNDER MAINS.
TRENCH CROSS SECTION
N.T.S.
//\ D j
5' TYP_ /
d
a-
F-
... 6
TEE CROSS
PROVIDE 2 - 3/4" GREASED STEEL
TIE RODS WITH "STAR" TIE BOLTS
ENCAPSULATED IN POLYETHYLENE
SHEETING, OR "PROTECTO WRAP".
BOLT VALVE TO TEE OR CROSS.
LINE VALVES AT TEES AND CROSSES
STRAPS
TIE RODS WHERE APPLIES.
MIN, 2 REQ'D "
ONE PIPE LENGTH (MIN.)
ANCHOR BLOCK (THRUST
UPWARD SEE TABLE FOR
SIZE) EXTEND BLOCK INTO
SIDES OF TRENCH,
TIE RODS
PIPE
SIZE
BEND
ROD
DIA
MIN.
LENGTH
OF ROD `
4"
90'
3/4"
22'
Qt�zw
ppl--:E
45'
3/4"
7'
HOLES
22j'
3/4"
2'
6"
90'
3/4"
35'
COUPLING
45'
3/4"
10°
BLOWOFF DETAIL
22 2'
3/4"
3'
8"
90'
1 "
48'
AUXILIARY GATE VALVE
45'
3/4"
14'
22 2
3/4"
4
12"
90'
1 1/0
78'
L
45'
3/4"
22'
BOND BREAKER AT
222'
3/4„
6'
ACTUAL LENGTH OF ROD TO BE SUCH
*THAT STRAP CAN BE PLACED BEYOND
FIRST COLLAR OR HUB AT OR BEYOND
NOTE: WEIGHT OF CONCRETE EQUALS THE MINIMUM LENGTH SHOWN.
150#/CU. FT.
VERTICAL BEND ANCHOR DETAIL
N.T.S,
N.T.S.
PRECAST CONCRETE MANHOLE, 48 -IN. I.D., 5 -FT,
DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH
24 -IN. MANHOLE FRAME AND COVER WITH FROST
RESISTANT INNER LID AND WORD "WATER" ON
COVER.
AIR RELEASE
VALVE
MANH
2 INCH SHUT
OFF VALVE
2 INCH MINIMUM
CLEARENCE
VALVE BOX AND COVER
CONCRETE COLLAR I-
6 "--1
2' GALVANIZED
COUPLING
2" GALVANIZED
PIPE
2 CU. YD.
OF GRAVEL
BACK FLUSHING
HOSE
APPROVED PRE-
FABRICATED
CONCRETE
VALVE BOX
1 INCH BLOW
OFF VALVE
GRANULAR
MATERIAL (12"
MIN. DEPTH)
WATER MAIN
THREADED TEE
TO SUIT INLET
AUTOMATIC AIR RELEASE DETAIL
WITHIN PAVED AREAS
N.T.S.
LOCATE NEW CURB BOX 12" ON
STREET SIDE OF PROPERTY LINE.
FINISH GRADE ELEVATION
ALL DISTURBED LANDSCAPED
AREAS SHALL BE SODDED, OR
REPLACED IN KIND.
CURB STOP ADJUSTABLE
BOX ARCH PATTERN W/FOOTPIECE
w
BRASS OR BRONZE U
- CORPORATION STOP
:2
8 MIL POLYETHYLENE WRAP,
INSTALLED PER MANUFACTURERS z
RECOMMENDATIONS (WHEN REQ.) H
T -PROVIDE GOOSENECK FOR
EXPANSION & CONTRACTION
TYPE "K" 1" COPPER
TUBING (CONTINUOUS)
8' STEEL POST PAINTED
BLUE AND LOCATED AT
END OF SERVICE LINE IF
NOT COMPLETED TO BLDG.
PROPERTY LINE
FL TO FL CURB STOP AND COUPLINGS
OR 2 - J"GATE VALVES CLASS 258,
SET CURB STOP ON MASONRY SUPPORT
BRASS OR DUCTILE IRON
DOUBLE STRAP WITH
SADDLE
WATER MAIN
WATER SERVICE CONNECTION DETAIL
N.T.S.
COVER AND BLOWOFF
w
U
2't w
V 12" PIPE & U -
SMALLER 3j
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THRUST BLOCK ; PLUG
CURB STOP FINISH GRADE. ..O
1
:9 AREA
PLAN
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+i
Z COMPLETE BOX & ASSEMBLY.
a ARCH PATTERN WITH FOOT
N PIECE.
Q
w
Q
N
Ld 1" CURB STOP
PROVIDE GOOSENECK FOR
EXPANSION & CONTRACTION
-
ALOL BRASS STRAP & SADDLE
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TUBING (CONTINUOUS)
00
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90' BEND NON-
1" ABOVE FINISHED GRADE.
00
METALIC INSULATED
COUPLING
d
ELEVATION
®®�0
BLOWOFF DETAIL
N. T. S.
0
WATER
MAIN
MIN, 18"
SEPARATION
SEWER
MAIN
PROPOSED
SURFACE
12" 3'-0" 1 AIR AND VALHI I1 7HWAM MI r
- VALVR (A.R.I. 004®)
to I.P. INWAM NIMA (&V=)
I ,
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PVC WATER MAIN FLAT LID SLAB 10a114 NEIN MWiQt MAIN
PIAN AS3E'III�LY QUAIL II►
DETAIL B
MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WATER LINES AND
STORM SEWER /SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT
POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT
LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF NEITHER
OF THESE ARE POSSIBLE, CONSTRICTION SHALL.- BE AS DIRECTED BY THE
CITY. SEE ENCASEMENT DETAIL ON THIS SHEET.
UTILITY SEPARATION DETAIL
N.T.S,
NOTES:
SCREW -ON CAP
1/2" HOLES
SCREEN LINER IN
PERFORATED SECTION
HE UPPER 12" SHALL BE
'ERFORATED AS IN DETAIL B
kND SHALL BE PAINTED SILVER
'HE LOWER 36" SHALL BE
'AINTED YELLOW
1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED
JOINTS.
2. HYDRANT, VALVE & FITTINGS TO BE 250 PSI RATED.
3. POLYETHYLENE WRAP SHALL COVER ALL METAL COMPONENTS.
4. ALL HYDRANT LEAD PIPING TO BE CLASS 52 D.I.P.
5. NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT.
6. ONLY MUELLER OR KENNEDY FIRE HYDRANTS SHALL BE USED.
7. TRACER WIRE SALL BE EXTENDED UP HYDRANT AND ALL VALVES.
8. ALL HYDRANTS HAVE A SINGLE 4.5" OUTLET FACING THE STREET AND 2-2.5" OUTLETS.
ORIENT PUMPER CONNECTION TOWARDS
STREET UNLESS OTHERWISE SPECIFIED.
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FROST -PROOF RING &COYER
00
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1/4" BELOW FINISHED GRADE
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FINISHED GRADE
1" ABOVE FINISHED GRADE.
00
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8"
d
COVER STAMPED "WATER"
COVER
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AUXILIARY GATE VALVE
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NON -SHRINK GROUT®�00
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a_
6" FL x MJ GATE VALVE
.Q. :q•..
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BOND BREAKER AT
d
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FITTING
CONC. GRADE RINGS
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DETAIL A
#4 0 12"(TYP)
'
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Li
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3-#5 CONT (TYP)
9" GRANULAR MATERIAL
30'-0"
SECTION VIEW
3/4 MINUS
VENT DETAIL. B
SIR_ AND VAQUUM
RELIEF VALVE AND VAULT
MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WATER LINES AND
STORM SEWER /SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT
POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT
LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF NEITHER
OF THESE ARE POSSIBLE, CONSTRICTION SHALL.- BE AS DIRECTED BY THE
CITY. SEE ENCASEMENT DETAIL ON THIS SHEET.
UTILITY SEPARATION DETAIL
N.T.S,
NOTES:
SCREW -ON CAP
1/2" HOLES
SCREEN LINER IN
PERFORATED SECTION
HE UPPER 12" SHALL BE
'ERFORATED AS IN DETAIL B
kND SHALL BE PAINTED SILVER
'HE LOWER 36" SHALL BE
'AINTED YELLOW
1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED
JOINTS.
2. HYDRANT, VALVE & FITTINGS TO BE 250 PSI RATED.
3. POLYETHYLENE WRAP SHALL COVER ALL METAL COMPONENTS.
4. ALL HYDRANT LEAD PIPING TO BE CLASS 52 D.I.P.
5. NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT.
6. ONLY MUELLER OR KENNEDY FIRE HYDRANTS SHALL BE USED.
7. TRACER WIRE SALL BE EXTENDED UP HYDRANT AND ALL VALVES.
8. ALL HYDRANTS HAVE A SINGLE 4.5" OUTLET FACING THE STREET AND 2-2.5" OUTLETS.
ORIENT PUMPER CONNECTION TOWARDS
STREET UNLESS OTHERWISE SPECIFIED.
M
rc3rm
tx
=dm
-r
MJ X MJ X FLANGED TEE t
1/2 CU. YD. GRAVEL (SWIVEL WHEN APPROVED
DRAIN MATERIAL BY ENGINEER)
SET HYDRANT ON B"x 18% 24" SET VALVE ON 8"x 8"x 16"
CONCRETE OR STONE SLAB CONCRETE OR STONE SLAB
PROVIDE A MINIMUM OF (3)-3/4"0
TIE RODS, ASPHALT COATED
OR MEG -A -LUGS AS REQUIRED BY ENGINEER.
FIRE HYDRANT ASSEMBLY
INSTALLATION DETAIL
N.T.S.
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DRAIN MATERIAL BY ENGINEER)
SET HYDRANT ON B"x 18% 24" SET VALVE ON 8"x 8"x 16"
CONCRETE OR STONE SLAB CONCRETE OR STONE SLAB
PROVIDE A MINIMUM OF (3)-3/4"0
TIE RODS, ASPHALT COATED
OR MEG -A -LUGS AS REQUIRED BY ENGINEER.
FIRE HYDRANT ASSEMBLY
INSTALLATION DETAIL
N.T.S.
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