HomeMy WebLinkAboutWater Details 031924N
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SEE PAGE 2 FOR 1-1/2" AND 2" METER SETTING
2"THREADED BRASS 90• BEND
2'THREADED BRASS NIPPLE - 6" MIN OR
2" TYPE "L" COPPER WITH P.J. X M.I.P.
THREADED FITTINGS
2" 1.6.(R.S.) GATE VALVE (THREADED ENDS)(OPEN LEFT)
2"X4" BRASS NIPPLE - M.I.P. X M.I.P.
DOUBLE STRAP SADDLE
W/2"F.I.P. OUTLET
OR TAPPED TEE
CONC. THRUST
BLOCKING
NO PVC OR GALVANIZED MATERIAL
BETWEEN MAIN AND METER SETTER
THREADED DOMESTIC BRASS OR
2" TYPE "L" COPPER WITH P.J. X M.I.P. THREADED FITTINGS
TOP OF BOX STEEL LID
NLET m ,< <„""„m TM ••,_"•- F OUTLET
THREADED
R
BRASS
BRASS
NIPPLE (MIN)
2" F.I.P. THREAD
2 X6" THREADED BRASS NIPPLE (MIN)
\
2"THREADED BRASS NIPPLE
OR
2" TYPE "L" COPPER WITH
P.J, X M.I.P.
THREADED FITTINGS
(LENGTH REQUIRED TO GET
PROPER DEPTH)
2"THREADED BRASS
90• BEND
RBED SOIL
BEND SUPPORT
VALVE SUPPORT
BASIC LAYOUT FOR METER SETTING INSTALLATION FOR 1-1/2" & 2" METERS
ALLOWED BY C.A.W. ENG.. CONC ANCHOR COLLAR
IN WRITING ONLY AS PER STANDARD DETAIL.
GROUND SURFACE OVERSIZED AS NECESSARY
TO ANCHOR AGAINST THE APPLIED
1 THRUST BY WEIGHT OF
36" MIN. CONCRETE ALONE.
TYPICAL SECTION OF CROSS & 2 PLUG BLOCKING
(WHEN DIRECTED BY ENGINEER)
film >'
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Q
•
TYPICAL BLOCKING
FOR HORIZONTAL BENDS
+ ALTERNATE
LOCATION IF
REINFORCING BARS FITTING LENGTH
TOO SHORT TO
ACCOMMODATE
COLLAR
I � MJSREDOINT OR
TYPICAL SECTION OF CROSS & PLUG BLOCKING THRUST SUPPORT FOR REDUCER
(WHEN DIRECTED BY ENGINEER) (SIZE TO BE DETERMINED BY ENGINEER)
NOTES ON THRUST BLOCKING
1. ALL BLOCKING SHALL BE AGAINST UNDISTURBED SOIL.
2. * WHERE SOIL CONDITIONS MAKE IT NECESSARY TO POUR CONCRETE OVER JOINTS, THE ENDS OF THE ADJACENT PIPES
MUST HAVE A THRUST BLOCK TO RESIST MOVEMENT OF THESE JOINTS.
3. WEIGHT CALCULATIONS TO BE BASED ON THRUST DUE TO STATIC PRESSURE + 50% OR TEST PRESSURE, WHICH
EVER IS GREATER. ( THRUST = 2AP 1/2 SIN � WHERE A = AREA OF PIPE P = WATER PRESSURE )
4. WHEN BLOCKING AGAINST PLUG, PLUG SHALL BE COVERED TO PREVENT BONDING OF CONCRETE.
5. WHERE SHEAR BECOMES A PROBLEM PROPER REINFORCING MUST BE INSTALLED INTO THE BLOCKING.
6. CLEARANCE SHALL BE A MINIMUM OF 6" BETWEEN PIPE AND OBSTRUCTIONS.
7. CLEARANCE ON PIPES BELONGING TO OIL/GAS COMPANIES SHALL BE 18" UNLESS SPECIAL PERMISSION IS GIVEN
BY THESE COMPANIES.
STANDARD THRUST BLOCKING 19 Thrust Blocking det.dwg
2016 Revision
N
D
2" HOT MIX ASPHALTIC CONC.
MIN.COVER
AS SPECIFIED
1/2 PIPE DIAMETER
SELECT NATIVE MATERIAL,
MAX. ROCK SIZE OF 2.5 INCH
1/2 PIPE DIAMETER
MIN.COVER
AS SPECIFIED
COMPACTED SELECT NATIVE
MATERIAL, MAX. ROCK SIZE
OF 2.5 INCH
PIPE BEDDED IN
4" LOOSE NATIVE MATERIAL
�F
k 6"CONC.
CONCRETE W/6X6X6 W.W.M. /
COMPACTED
CLASS 7 STONE
FULL DEPTH
6" MAX.
3" MIN.
4" MIN. SUBGRADE
(IF HARD ROCK TRENCH
PLACE 6"-9" MIN.
ROLL COMPACT ALL
ASPHALTIC CONCRETE
SURFACE
BACKFILL
(SEE SECTION 26 OF THE
CONSTRUCTION SPECIFICATIONS)
12" SELECT NATIVE MATERIAL,
MAX. ROCK SIZE OF 2.5 INCH
COMPACTED SELECT
NATIVE MATERIAL
MAX. ROCK SIZE OF 2.5 INCH
TYPE 2 BEDDING
SURFACE
r
(SEE SECTION 26 OF THE
CONSTRUCTION SPECIFICATIONS)
12" SELECT NATIVE MATERIAL,
MAX. ROCK SIZE OF 2.5 INCH
LOOSE NATIVE MATERIAL
MAX. ROCK SIZE OF 2.5 INCH
TYPE 3 BEDDING
BACKFILL
(SEE SECTION 26 OF THE
CONSTRUCTION SPECIFICATIONS)
OR TYPE X" BEDDING
IF SPECIFIED IN PLANS/BID
SAND MEETING ASTM C 144 (RIVER SAND)
OR #67 STONE
PVC PIPE
BEDDING & BACKFILL DETAILS
2,. EXISTING FINISH GRADE
36"MIN.
TYP. COVER
SEE NOTE 4
NOTES: DETAIL NO. 4A
1. MATERIAL TO MEET OR EXCEED ARKANSAS HIGHWAY COMMISSION SPECIFICATIONS.
2. REFER TO BEDDING & BACKFILL DETAILS FOR PVC PIPE BEDDING REQUIREMENTS WITH SAND OR #67 STONE.
3. DO NOT PLACE CLASS 7 STONE AGAINST PVC PIPE; IF PVC PIPE ENCAPSULATE PVC WITH #67 STONE.
4. PLACE 6"-9" OF SELECT GRANULAR RIVER SAND OR #67 STONE FOR ALL PIPE LAID IN HARD ROCK.
5. PW: PAYABLE WIDTH FOR PAVEMENT REPAIR. ANY TRENCH WIDTH EXCEEDING PW DIMENSION IS A
NON PAY ITEM, BUT MUST BE BACKFILLED AS PER DETAIL.
* OPTIONAL: HOT ASPHALTIC CONCRETE BASE COURSE LAID IN 2"
WHEN SURFACE IS ASPHALT OR SURFACE TREATMENT, DELETE CONCRETE AND PLACE 6" OF
LIFTS, COMPACTED.
IMPROVED ALLEYS, DRIVEWAYS AND PARKING LOTS (ASPHALT SURFACE)
CONCRETE W/6X6X6 W.W.M.
r EXISTING FINISH GRADE
6"CONC.
I •°•. .. •''.
+ MN.
COMPACTED COMPACTED �° J as_ TYP. COVER
CLASS 7 STONE °
FULL DEPTH
>M •; :t>=< `e-.. 8 .•, SEE NOTE 4
Noyes: DETAIL NO. 4B
1. MATERIAL TO MEET OR EXCEED ARKANSAS HIGHWAY COMMISSION SPECIFICATIONS.
2. REFER TO BEDDING & BACKFILL DETAILS FOR PVC PIPE BEDDING REQUIREMENTS WITH SAND OR #67 STONE.
3. DO NOT PLACE CLASS 7 STONE AGAINST PVC PIPE; IF PVC PIPE ENCAPSULATE PVC WITH #67 STONE.
4. PLACE 6"-9" OF SELECT GRANULAR RIVER SAND OR #67 STONE FOR ALL PIPE LAID IN HARD ROCK.
5. PW: PAYABLE WIDTH FOR PAVEMENT REPAIR. ANY TRENCH WIDTH EXCEEDING PW DIMENSION IS A
NON PAY ITEM, BUT MUST BE BACKFILLED AS PER DETAIL.
IMPROVED ALLEYS, DRIVEWAYS AND PARKING LOTS (CONCRETE SURFACE)
22 4A&4B Rd det.dwg
2016 Revision
23 Type 2&3&PVC Bed det.dwg
2016 Revision
Manufacturer
East Jordan Iron Works, Inc.
P.O.Box 439
CUSTOM LOGO
East Jordan, MI 49727
1-800-874-4100 0000000==
Fax 231-536-4458
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/16"
1 1/2"
BOTTOM VIEW
COVER SECTION 2 1/8"-1
1-1/2". 2". 3". 4" - METER BOX LID
-19 1/8"-1
31"
RING SECTION
1/2" DIA.
BOLT HOLES
FOUR PLACES
EQUALLY SPACED
7/16"-1
X 2.00i1
HEX BOIL
FLAT WASH
LOCK WASF
HEX NU
4 PLACE
PRODUCT NO. 38543224
RING - GRAY IRON
ASTM A48 CL35B
BOX - PLASTIC
ESTIMATED WEIGHT
RING - 65LBS 30kg
PLASTIC BOX 30LBS 14kg
M1SC PARTS - 1LB 1kg
PRODUCT NO. 32143005RrNG
COVER - CRAYIRON
ASTM A48 CL35B
ESTIMATED WEIGHT
COVER -42LBS 19kg
LOAD RATING - NON TRAFFIC
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RING TOP VIEW
BOX SECTION
1-1/2 2. 3", 4" - METER BOX & LID RING
26 1.5 INCH AND LARGER METER BOX & LID & RING.dwg
2016 Revision
BRASS 2" TEE (W/ F.I.P. BRANCH AND RUNS)
A.W.W.A. I.B. (R.S.) 2" GATE VALVE (OPEN LEFT) W/SCREWED ENDS W/VALVE BOX
21X 4" BRASS NIPPLE (M.I.P.X BEVEL)
2" DUCTILE IRON DOUBLE BELL COUPLING r
2"CL 250 PVC PIPE <<yr..
F F .... ; -CONCRETE THRUST BLOCK
-VALVE SUPPORT
L 2" DUCTILE IRON BELL
2" X 4" BRASS NIPPLE - M.I.P. X M.I.P. PLUG (OR CAP)
CONCRETE THRUST BLOCK
2" x 2" SERVICE AND MAIN CONNECTION
HARCO D.I. TAPPED TEE (3" PUSH -ON x 2" F.I.P.)
A.W.W.A. I.B. (R.S.) 2" GATE VALVE (OPEN LEFT) W/SCREWED ENDS W/VALVE BOX
FF-E: 2"X 4" BRASS NIPPLE (M.I.P.X BEVEL)
2" DUCTILE IRON DOUBLE BELL COUPLING
2"CL 250 PVC PIPE
F1
CONCRETE THRUST BLOCK
VALVE SUPPORT
2" X 4" BRASS NIPPLE - M.I.P. X M.I.P. 2" DUCTILE IRON BELL
PLUG (OR CAP)
CONCRETE THRUST BLOCK
3" x 2" SERVICE AND MAIN CONNECTION
EXIST. MAIN SIZE VARIED
DUCTILE IRON TAPPED TEE OR 3" TAPPING SADDLE (W/F.I.P. BRANCH).
A.W.W.A. I.B. (R.S.) 3" GATE VALVE (OPEN RIGHT OR LEFT AS DETERMINED)
W/SCREWED ENDS W/VALVE BOX
IF3"X 4" BRASS NIPPLE (M.I.P.X BEVEL)
3" DUCTILE IRON DOUBLE BELL COUPLING
3"CL 250 PVC PIPE E>
CONCRETE THRUST BLOCK
i �FYtvy T:
VALVE SUPPORT
3" X 4" BRASS NIPPLE - M.I.P. X M.I.P. L 3" DUCTILE IRON BELL
PLUG (OR CAP)
CONCRETE THRUST BLOCK
3" SERVICE AND MAIN CONNECTIONS
NOTES:
1. ALL THREADED CONNECTIONS SHALL HAVE A DOUBLE WRAP OF TEFLON TAPE, TEFLON PASTE,
OR RECTOR SEAL.
2. LAY COPPER TRACING WIRE WITH PVC PIPE. 11 2&3 svc con.dwg
3. POLY WRAP ALL IRON FITTINGS, BOLTS, AND NUTS. 2016 Revision
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