HomeMy WebLinkAboutR-386008Y
V
Y
ir
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y
3
FRAME AND VANED GRATE
Y 6" nR 12"
� � t •I i
- ONE #3 BAR HOOP FOR 6" HEIGHT -
TWO #3 BAR HOOPS FOR 12" HE.CHT
RECTANGULAR ADJUSTMENT SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL i INSIDE
DIAMETER
j REINFORCED OR -� 12"`
I PLAIN CONCRETE
ALL METAL PIPE 15",
f CPSSP* 12"
I (STD. SPEC. 9-05.20)
j SOLID WALL PVC 15"
I
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC { 15"
(STD. SPEC. 9-05.12(2)),
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
#3 BAR EACH CORNER
18" MIN.
93 BAR HOOP --
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
I
Y�o I I STD. PLAN - 200.00
PUBLIC WORKS ! CATCH BASIN TYPE 1
I
DEPARTMENT MARCH 2008
FHT°
TESTING DETAIL
-o rr
0 NEW D.I. WATER LINE
-�� F_
TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CCNNECTION DETAIL
PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
NOTES
CATCH BASIN
DIMENSIONS
1.
As acceptable alternatives to the rebar shown in the PRECAST BASE
W)
MAXIMUM
MINIMUM BASE REINFORCING STEEL
I
BASIN
SECTION, fibers (placed according to the Standard Specifications), or
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
KNOCKOUT
DISTANCE int/ft. IN EACH DIRECTION
DIAMETER
HANDHOLD
wire mesh having a minimum area of 0.12 square inches per foot shall
SIZE
NF -4777
RECTANGULAR ADJUSTMENT SECTION
4"
6"
be used with the minimum required rebar shown in the ALTERNATIVE
OR CIRCULAR ADJUSTMENT SECTION
I
4.5"
m , •
GROUT. TYPICAL (SEE NOTE 5)
8" 0.19 C 19
PRECAST BASE SECTION. Wire mesh shall not be placed in the
5"
l
48"
8" 0.25 025 I
' •'
FLAT SLAB TOP
knockouts.
#3 BAR EACH CORNER f /{
12' 035 024 I
36"
;�
/�
2
The knockout diameter shall not be greater than 20". Knockouts shall
�f
8"
o
72"
�
I
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
12"
84"
12' 0.39 0.29
;
N I
O
minimum gap between the knockout wall and the outside of the pipe.
O
STEPS OR
LADDER
0
After the pipe is installed, fill the gap with joint mortar in accordance
#3 BAR EACH SIDE
/
,
STEEL (TYP.)
0
f /�
with Standard Specification 9-04.3.
BACKFILL FOR
0
CA:
CX
PIPE ZONE BEDDING
3.
The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY ---'� I 4.
The frame and grate must be installed with the Flange down.
PRECAST BASE 91=10" 5.
The Precast Base Section may have a rounded floor, and the walls may
SEPARATE BASE INTEGRAL BASE
be sloped at a rate of 1:24 or steeper.
6.
The opening shall be measured at the top of the precast base section.
7
Ail pickup holes shall be grouted full after the basin has been placed.
8.
All grade rings and castings shall be set in mortar in accordance with
c
Standard Specification 9-04.3.
#3 BAR EACH CORNER
18" MIN.
93 BAR HOOP --
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
I
Y�o I I STD. PLAN - 200.00
PUBLIC WORKS ! CATCH BASIN TYPE 1
I
DEPARTMENT MARCH 2008
FHT°
TESTING DETAIL
-o rr
0 NEW D.I. WATER LINE
-�� F_
TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CCNNECTION DETAIL
PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
"0" RING
GRAVEL BACKFILL FOR
6' PIPE ZONE BEDDING
SEPARATE BASE
PRECAST
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
CATCH BASIN
DIMENSIONS
V
BASHALL
W)
MAXIMUM
MINIMUM BASE REINFORCING STEEL
I
BASIN
WALL
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
KNOCKOUT
DISTANCE int/ft. IN EACH DIRECTION
DIAMETER
HANDHOLD
THICKNESS
SIZE
NF -4777
RECTANGULAR ADJUSTMENT SECTION
4"
6"
,
OR CIRCULAR ADJUSTMENT SECTION
I
4.5"
m , •
GROUT. TYPICAL (SEE NOTE 5)
8" 0.19 C 19
60"
5"
8"
48"
8" 0.25 025 I
' •'
FLAT SLAB TOP
UJ
W.
12' 035 024 I
36"
I-.
Z_(
i
s
60"
�f
8"
o
72"
U.
-
72"
' -- - 48', 54". 60', 72". 84" OR 96'
12"
84"
12' 0.39 0.29
O
MORTAR(TYP.)
O
O
STEPS OR
LADDER
0
;_1
MORTAR
FILLET'FORCING
STEEL (TYP.)
0
inGRAVEL
BACKFILL FOR
0
CA:
CX
PIPE ZONE BEDDING
N
cyc
SEPARATE BASE INTEGRAL BASE
CAST -IN-PLACE PRECAST WITH RISER
tj
(n
"0" RING
GRAVEL BACKFILL FOR
6' PIPE ZONE BEDDING
SEPARATE BASE
PRECAST
MOTES
1 No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
CATCH BASIN
DIMENSIONS
CATCH
BASHALL
W)
MAXIMUM
MINIMUM BASE REINFORCING STEEL
I
BASIN
WALL
BASE
KNOCKOUT
DISTANCE int/ft. IN EACH DIRECTION
DIAMETER
THICKNESS
THICKNESS
SIZE
BETWEEN -
KNOCKOUTS SEPARATE BASE WTEGRAL BASE
48"
4"
6"
36"
8" 0.23 015
54"
4.5"
8"
42"
8" 0.19 C 19
60"
5"
8"
48"
8" 0.25 025 I
72"
6"
8"
W.
12' 035 024 I
36"
48"
84'
LU
60"
84"
8"
12"
72"
12" 0.39 0.299
-
72"
60"
12"
84"
12' 0.39 0.29
MOTES
1 No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20)
Standard Specification 9-04.3. z (std. Spec. 9-05.12(1))
3(Std. Spec. 9-05.12(2))
~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.�
' i'' DEPARTMENT
MARCH 2008
NEW D.I. WATER LINE
I,
\� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR
EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL.
ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
j CONNECTION TO WATER MAIN WITH PLAN 900.1
' ' r TAPPING TEE & VALVE
I
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
11-1/4' BEND 22-1/2' BEND 45' BEND
CAP
TEE tO*D
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL
FIRM SILTY SAID
90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4*
FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2'
0m KNO BEND
4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0
6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4
ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5
12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5.
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'.
4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
THRUST BLOCK BEARING
AREA REFERS TO THE
FACE OF BLOOC MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR M. Ptd - M.!
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
ALLOWANCES
f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASHALL
W)
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
Q.
SOLID
PROFILE
DIAMETER
ONCRETE
METAL
CPS
I
WALL
PVC 2
WALL
PVC 3
48"
24'
30'
24"
27"
30"
54"
30"
36"
30"
27"
36"
60"
36"
42'
W.
36"
42"
72"
42"
54"
42"
36"
48"
84'
LU
60"
- 54'
- 36" -
� 48"
--- --
96"
- -FA - --
60"
-
72"
60"
36"
48"
5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20)
Standard Specification 9-04.3. z (std. Spec. 9-05.12(1))
3(Std. Spec. 9-05.12(2))
~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.�
' i'' DEPARTMENT
MARCH 2008
NEW D.I. WATER LINE
I,
\� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR
EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL.
ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
j CONNECTION TO WATER MAIN WITH PLAN 900.1
' ' r TAPPING TEE & VALVE
I
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
11-1/4' BEND 22-1/2' BEND 45' BEND
CAP
TEE tO*D
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL
FIRM SILTY SAID
90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4*
FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2'
0m KNO BEND
4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0
6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4
ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5
12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5.
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'.
4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
THRUST BLOCK BEARING
AREA REFERS TO THE
FACE OF BLOOC MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR M. Ptd - M.!
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
GRAVEL.
EIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND % MIN 3' RADIUS
MIN 3' RADIUS
1 % ONE MAN ROCK
�6 1 1
6
"' • 6" CONCRETE PAD
16" CONCRETE PAD
CUT _F1 LL
HYDRANT LOCATION IN CUT OR FILL
9M. PLAN - 310.1
FIRE HYDRANT ASSEMBLY
11 in
SHACKLE RODS
TYPE A BLOCKING
FOR 11 1/4' do 221/2' VERTICAL BENDS
TYPE B
PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3
DEPARTMENT FITTINGS
MARCH 2010
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
/ AS REQUIRED.
2" CLOSE NIPPLE
2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12
LONG.
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT,
2" GALVANIZED IRON PIPE 12" LONG
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE 8090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
S'I'D. PLAN - $0.2
2" BLOW -OFF
' ' TEMPORARY ASSEMBLY
Know what's below.
C811 before you dig.
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
DATE
f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
SCALE
HYDRANT, FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
W)
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
Q.
EXPANSION JOINT AT AS REQUIRED,
2CONCRETE
BACK OF SIDEWALK
SIDEWALK ,-- RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP TWO-WAY BLUE REFLECTIVE
STIMSONITE
O
V_
�
cn �
36„ MIN
Nz
COVER CONCRETE BLOCKING
S 0 O
50-9
.. o
oL
CONCRETE
C �
tl■'
C"'4 I14.�c
THRUST BLOCK y
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
/
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
�
U
U
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
L''
7
2-3/4" COR -TEN STEEL TIE RODS.
16" x 8" x 4" MININUM
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING
1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
EIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND % MIN 3' RADIUS
MIN 3' RADIUS
1 % ONE MAN ROCK
�6 1 1
6
"' • 6" CONCRETE PAD
16" CONCRETE PAD
CUT _F1 LL
HYDRANT LOCATION IN CUT OR FILL
9M. PLAN - 310.1
FIRE HYDRANT ASSEMBLY
11 in
SHACKLE RODS
TYPE A BLOCKING
FOR 11 1/4' do 221/2' VERTICAL BENDS
TYPE B
PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3
DEPARTMENT FITTINGS
MARCH 2010
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
/ AS REQUIRED.
2" CLOSE NIPPLE
2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12
LONG.
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT,
2" GALVANIZED IRON PIPE 12" LONG
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE 8090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
S'I'D. PLAN - $0.2
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