HomeMy WebLinkAbout03090027 Development for Weston Park pg. JUTILITY
BLOCKING FOR PLUGS AND BENDS
BLOCKING FOR PLUGS AND BENDS
PIP':
SIZE
OUTSIDE FACE AREA (SQ. FT.)
CTORS ROW, SUITE E PHONE: 317-244-196E3
AS, INDIANA 46241 FAX: 317-244-1969
SIZE OF
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90?
I
II
1/2:11
1 /4?
1
BRANCH
SUITE 30 S. MERIDIAN
DEVELOPMENT
16
25
14
NI
4
20"
OR
16"
mo
12
16"
j I I I l Is
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f PE880303
t STATE OF
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DATE: 1 1/24/03
9
5
3
12"
7
FE DE1
6
106th STREET MI
CARMEL, I]
5
3
2
12 7
DWN BY: KR C
CHKD. BY: RRH
SCALE: NONE
DATE: 1 1 /24/03
7
PROJECT NUMBER
03 -188
1
DESIGN PHASE
DEVELOPMENT j
12"
7
PLAN NUMBER
C7.2
SHEET OF
UTILITY
BLOCKING FOR PLUGS AND BENDS
BLOCKING FOR PLUGS AND BENDS
PIP':
SIZE
OUTSIDE FACE AREA (SQ. FT.)
SIZE OF
SIZE OF
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90?
45? 22
1/2:11
1 /4?
RUN
BRANCH
20"
16
25
14
7
4
20"
OR
16"
16"
12
16"
12
16
9
5
3
12"
7
10"
6
9
5
3
2
12 7
8"
5
IC"
4
7
4
2
1
12„
OR
LESS
12"
7
8
3
5
3
2
1
18
4
6
2
3
2
1
1
6"
4"
2
2
4"
2
3
2
1
1
UTILITY
MINIMUM COVER REQUIRED
STORM SEWER
2.0 FT. (PAVEMENT AREAS)
1.5 FT. (LAWN AREAS)
SANITARY SEWER
4.0 FT.
WATER LINE
4.0 FT.
GAS LINE
3.0 FT.
TELEPHONE LINE
2.5 FT.
ELECTRIC LINE
2.5 FT.
CASING SPACERS
RUNNER ULTRA H MOLECULAR WEIGHT POLYMER
WITH HIGH RESISTANCE TO ABRASION AND SLIDE WEAR
I SLIDE IS A CHEMICAL MODIFIED, FILLED,
ULTRA HIGH MOLECULAR WEIGHT POLYMER.
w
z
cc
RECEIVE
OR
BORE PIT
12' MIN.
ALL JOINTS IN CASING
PIPE MUST E RESTRAINED
PAVEMENT TRADE OR FINAL GROUND
SURFACE N NON— PAVEMENT AREAS
(ALLOW FOR MINIMUM 6" OF TOPSOIL)
BACKFILL MATERIAL SHALL CONSIST OF
APPROVED TRENCH SOIL PLACED IN
MAXIMUM B" THICK, LOOSE LIFTS
AND COMPACTED TO A MINIMUM
OF 95% OF ITS MAXIMUM DRY DENSITY
AND WITHIN ±3% OF ITS OPTIMUM
MOISTURE CONTENT.
STAINLESS STEEL
RIBBED FLANGE
LINER PVC .090 THICK WITH 85 -90 DUROMETER
STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING.
WELD SHALL CONFORM TO AWWA C206.
PIPE BEDDING MATERIAL SHALL
CONSIST OF SAND PLACED IN
MAXIMUM 3" THICK LOOSE LIFTS
D COMPACTED TO A POINT OF
NON MOVEMENT BENEATH THE
COMPACTING EQUIPMENT.
TOP HALF
BOTTOM HALF
DISTANCE OF BORE
PIPE CASING SPACER
3 SPACERS REQUIRED PER
LENGTH OF PIPE PROTECTION AT ENDS ")F CASING
CASING SHALL HAVE BOTH ENDS BLOCKED UP IN SUCH
A WAY AS TOPREVENT THE ENTRANCE OF FOREIGN MATERIAL,
BUT ALLOWING LEAKAGE TO PASS
TYPICAL BORING CASTING PIPE
NOT TO SCALE
2' -0" O.D. MIN.
GAS SERVICE LINE
ABBREVIATIONS
D INSIDE DIAMETER
O.D. OUTSIDE DIAMETER
MIN. MINIMUM
COVER REQUIREMENTS
SPECIFY 0.0 OF CARRIER PIPE
AND I.D. OF CASING PIPE
AS MEASURED FROM TOP OF PIPE TO FINAL GROUND SURFACE
RECEIVE
OR
BORE PIT
w
z
WATER SERVICE LINE
NOT TO SCALE
PAVEMENT SUBGRADE OR FINAL GROUND
SURFACE IN NON— PAVEMENT AREAS
(ALLOW FOR MINIMUM 6" OF TOPSOIL)
BACKFILL MATERIAL SHALL CONSIST OF
APPROVED TRENCH SPOIL PLACED IN
MAXIMUM 8" THICK, LOOSE LIFTS
AND COMPACTED TO A MINIMUM
OF 95% OF ITS MAXIMUM DRY DENSITY
AND WITHIN ±3% OF ITS OPTIMUM
MOISTURE CONTENT.
WATER SERVICE LINE
PIPE BEDDING MATERIAL SHALL
CONSIST OF AASHTO NO. 57
STONE PLACED IN MAXIMUM
6" THICK LOOSE LIFTS AND
COMPACTED TO AT LEAST 75%
OF ITS RELATIVE DENSITY
BELOW THE PIPE MID POINT.
THE BEDDING MATERIAL PLACED
ABOVE THE PIPE MID —POINT
SHALL CONSIST OF AASHTO NO.
57 STONE (PLACED AND COMPACTED
AS PREVIOUSLY DESCRIBED),
OR SAND WHICH IS PLACED
IN MAXIMUM 6" THICK LOOSE
LIFTS AND COMPACTED TO A
POINT OF NON— MOVEMENT
BENEATH THE COMPACTING
EQUIPMENT.
4" DIA. TELEPHONE
DUCT C, PROVIDE
A MINIMUM OF 2
CONDUITS FOR
BUILDING SERVICE
5" DIA. ELECTRICAL CONDUIT,
MINIMUM SCHEDULE 80 PVC PIPE
NOTES;
1. ALL MATERIALS EXCAVATED FROM THE UTILITY TRENCH SHALL BE STOCKPILED A MINIMUM
SUFFICIENT DISTANCE FROM ALL TRENCHES TO PREVENT SLIDES OR CAVE —INS.
2. ALL BACKFILL MATERIALS SHALL BE APPROVED BY THE OWNER OR HIS REPRESENTATIVE
BEFORE BEING PLACED.
3. THE AASHTO #57 STONE SHALL SATISFY THE REQUIREMENTS OF ADOT CONSTRUCTION
AND MATERIALS SPECIFICATIONS.
4. THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT FOR THE BACKFILL MATERIALS
SHALL BE DETERMINED BY ASTM D1557, AND THE RELATIVE DENSITY OF THE AASHTO #57
STONE SHALL BE DETERMINED BY ASTM 04253 AND ASTM D4254.
5. THE CONTRACTOR SHALL CONSTRUCT THE UTILITY TRENCHES AND PROVIDE ADEQUATE
SHORING (WHERE NECESSARY) IN CONFORMANCE WITH THE LATEST REQUIREMENTS FOR
CONSTRUCTION STANDARD FOR EXCAVATIONS (29 CFR PART 1926.650 —.652 SUBPART P)
PROMULGATED BY OSHA.
6. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM SPECIFIED PIPE COVER IS PROVIDED
BETWEEN THE FINAL GROUND SURFACE AND TOP OF PIPE BEFORE LAYING PIPE. PROVIDE
A MINIMUM OF 2 FT. OF COVER ABOVE PIPES DURING CONSTRUCTION.
7. THE TELEPHONE AND ELECTRIC CONDUIT WILL NOT SHARE THE SAME UTILITY TRENCH
WHERE THEY ARE SEPARATED AT THE MANHOLE /VAULT LOCATIONS.
5" DIA. ELECTRICAL CONDUI
MINIMUM SCHEDULE 80 PVC PIPE
ELECTRIC TELEPHONE SERVICE LINE
NOT TO SCALE
UNDISTURBED
EARTH
2,000 LB. MIN. CONCRETE
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
BEDDING FOR TELEPHONE
CONDUIT SHALL CONSIST
OF SAND PLACED IN
MAXIMUM 6" THICK LOOSE
LIFTS AND COMPACTED TO
A POINT OF NON— MOVEMENT
BENEATH THE COMPACTING
EQUIPMENT
ENCASE ELECTRICAL CONDUIT
IN CONCRETE THAT SATISFIES
THE REQUIREMENTS OF
THE CITY OF HUNTSVILLE.
"r.
PLAN
UNDISTURBED EARTH
5" DIA. WASHER, 1" THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
3 —PIECE ADJUSTABLE
VALVE BOX
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
VALVE FLANGED TO FITTINGS
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
VALVE FLANGED TO FITTINGS
NOT LESS THAN 0.6 x
LAYING LENGTH
2,000 LB. MIN.
CONCRETE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/7
AND 11 1/4* BENDS
SET TOP FLUSH WITH
FINISHED GRADE TO
BE MARKED "WATER
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
2,000 LB. MIN.
CONCRETE
STANDARD HYDRANT SETTING:
INSTALL HYDRANT 3' FROM
RIGHT —OF —WAY LINE OR AS
APPROVED BY WATER COMPANY.
EARTH
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
SECTION "C -C"
WATER MAIN CONCRETE BLOCKING
NOT TO SCALE
1' -6" MIN. TO
2' -0" MAX.
HYDRANT DETAIL
NOT TO SCALE
NOTE:
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
A
r
GATE VALVE AND BOX
NOT TO SCALE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
AND 45? BENDS
PLAN
DI ANCHORING COUPLING
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 —PIECE ADJUSTABLE
VALVE BOX SLEEVE
WATER MAIN
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
NOT LESS THAN 0.75 x
LAYING LENGTH
2,000 LB. MIN.
CONCRETE
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR PLUGS.
SECTION "D -D"
PUMPER CONNECTION TO
FACE TOWARD PAVEMENT
FINISHED GRADE
2,000 LB. MIN.
CONCRETE
BREAK AWAY HYDRANT
THREADS TO MATCH LOCAL
FIRE DEPARTMENT EQUIPMENT
6" NOMINAL BARREL MIN.
1 CU YD. LOOSE STONE OR GRAVEL
FOR DRAINAGE. (6" ABOVE PORTS)
DO NOT USE CRUSHED LIMESTONE.
O.D. 1' -0"
Min. (Typ.)
CONCRETE COLLAR
CONCRETE THRUST BLOCK NOT TO
COVER JOINTS OR DRIP HOLE
REQUIRED ON 10" AND LARGER MAINS.
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
NOTES;
1. WATER MAIN SHALL NOT BE
LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS.
2. SEPARATION OF 3 FEET MTh ANY
UTILITY REQUIRED.
UNDISTURBED EARTH
2,000 LB. MIN. CONCRETE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
AND WYES
PLAN
GRADE
MINIMUM ANGLE OF
INTERSECTION 45?
�I�Ir
f PIPE OR BEND
AS REQUIRED
10'
NOTE:
BENDS FITTINGS AS REQUIRED.
SEE PLAN SHEETS FOR DETAILS.
CONNECTION TO EXISTING WATER MAIN
NOT TO SCALE
10' MIN.
SANITARY OR STORM SEWER
WAT ER MAIN LAYING PARALLEL TO SEWER
WATER MAIN
SEWER
z
NEW MAIN
TAPPING SLEEVE
VALVE BOX
3'
10'
ANOTHER UTILITY FACILITY
(TELEPHONE, GAS, ELECTRIC,
CABLEVISION, ETC.)
WATER MAIN.
WATER MAIN
TRENCHED
IN PLACE
TYPICAL DEPTH OF WATER MAIN
1/2" TO 8" PIPE SHOULD HAVE
4 6" OF COVER, 10" AND
LARGER PIPE SHOULD HAVE
4' OF COVER.
CLASS 150 MECH. JOINT
FLEXIBLE COUPLING DUCTILE IRON PIPE
OR ADAPTOR CONC. COLLAR
WATER MAIN CROSSING SEWER
SEWER /WATER LINE SEPARATION
NOT TO SCALE
EXISTING
WATER MAIN
FLEXIBLE COUPLING
OR ADAPTOR
AS SPECIFIED