HomeMy WebLinkAbout03090026 C7.2 Site Details1_
1
BLOCKING FOR PLUGS AND BENDS
PIPE
SIZE
OUTSIDE FACE AREA (SQ. FT.)
SIZE OF
SIZE OF
SUITE E PHDNE: 317
46241 FAX: 317
PLUG
90?
45? 22
1 /2?I
1 1/4?
RUN
BRANCH
20"
16
25
14
7
4
20"
OR
16"
MERIDIAN
[ANAPOLIS,
12
16"
12
16
9
5
3
12"
7
z off.
Lill
12
12"
9
5
4 gyp R. y �e,,
N-
-r PE880303 ii:
I. STATE OF
-0 4*
IAN
♦'Si 8/ONAL -0N; lSS
"I iu st1
R-A-P 4,____
DATE: 09/19/2003
5
10"
4
7
4
2
MICHIGAN ROAD
RS, INDIANA
12„
OR
LESS
12"
7
8"
3
5
3
DE]
1
10"
6
8"
4
6"
fi
2
3
2
1
1
6"
4"
2
2
4"
DWN BY: KRC
C H KD. BY: R R H
SCALE: NONE
DATE: 09/19/03
PROJECT NUMBER
03 -188
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7.2
SHEET OF
UTILITY
BLOCKING FOR PLUGS AND BENDS
BLOCKING FOR PLUGS AND BENDS
PIPE
SIZE
OUTSIDE FACE AREA (SQ. FT.)
SIZE OF
SIZE OF
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90?
45? 22
1 /2?I
1 1/4?
RUN
BRANCH
20"
16
25
14
7
4
20"
OR
16"
16
12
16"
12
16
9
5
3
12"
7
18»
12
12"
9
5
3
2
5
5
10"
4
7
4
2
1
12„
OR
LESS
12"
7
8"
3
5
3
2
1
10"
6
8"
4
6"
fi
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.
RUNNER ULTRA HIGH MOLECULAR
WITH HIGH RESISTANCE TO ABRASION
DURA SLIDE IS A CHEMICAL
ULTRA HIGH MOLECULAR
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RECEIVE
OR
BORE PIT
EASEMENT
15' MIN
4)
NOTE;
ALL JOINTS IN CASING
PIPE MUST BE RESTRAINED
BACKFILL MATERIAL SHALL CONSIST OF
APPROVED TRENCH SOIL 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.
EMERGENCY SPILLWAY
AT 100 YEAR
813.92
PAVEMENT SUBGRADE OR FINAL GROUND
SURFACE IN NON- PAVEMENT AREAS
(ALLOW FOR MINIMUM 6" OF TOPSOIL)
CASING SPACERS
WEIGHT POLYMER
AND SLIDE WEAR
MODIFIED, FILLED,
WEIGHT POLYMER.
STAINLESS STEEL
RIBBED FLANGE
LINER PVC .090 THICK WITH 85-90 DUROMETER
TOP OF CASING PIPE
WELDING;
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
AND COMPACTED TO A POINT OF
NON MOVEMENT BENEATH THE
COMPACTING EQUIPMENT.
z
w
n.
DISTANCE OF BORE
1.5' FREEBOARD MIN
TYPICAL BORING CASTING PIPE
NOT TO SCALE
2' -O" O.D. MIN.
'311,1/
:1ce '4 -4
L, v
3
MIN.
O.D.
3
MIN.
r--
GAS SERVICE LINE
NOT TO SCALE
co
z
z
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
TOP HALF
BOTTOM HALF
AS MEASURED FROM TOP OF PIPE TO FINAL GROUND SURFACE
12' MIN.
POND CROSS SECTION
PIPE CASING SPACER
3 SPACERS REQUIRED PER
LENGTH OF PIPE PROTECTION AT ENDS OF CASING
CASING SHALL HAVE BOTH ENDS BLOCKED JP IN SUCH
A WAY AS TOPREVENT THE ENTRANCE OF FOREIGN MATERIAL,
BUT ALLOWING LEAKAGE TO PASS
2' -0" 0.D. MIN.
10'
NOT TO SCALE
RECEIVE
OR
BORE PIT
w
z
WATER SERVICE LINE
100 YEAR
NEENAH CASTING
R- 4215 -C
TOR. 814.60
2 #4 BARS
36" LONG
NON SHRINK GROUT
MAX.
OPENING
4" GREATER
THAN 0.D.
OF PIPE
NON SHRINK GROUT
HOLE
VARIABLE
24" RCP
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.
PIPE BEDDING MATERIAL SHALL
CONSIST OF MSHTO 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 MSHTO 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
4' TO 8'
42"
30"
PLAN VIEW
6" (TYP.)
mmAgglintrik
1
6" MIN
INV. 806.80
1
4-5-
OQ
CROSS SECTION
POND OUTLET
STRUCTURE #27
NOT TO SCALE
IN
5" DIA. ELECTRICAL CONDUIT,
MINIMUM SCHEDULE 80 PVC PIPE
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 UTIUTY TRENCH
WHERE THEY ARE SEPARATED AT THE MANHOLE /VAULT LOCATIONS.
NORMAL POOL 807.00
TOPSOIL
4" COMPACTED
#53 STONE
2' -0" 0.0. MIN.
f`
ter•+ t
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 04254.
34 1/2"x34 1/2",
1" DEEP RECESS
ORIFICE (10 -YEAR STORM)
INV 812.75
16 DIA
#4 REBAR AT
12" O.C., E.W.
4" MIN
DETENTION AREA
ORIFICE 807 (2-YEAR STORM)
3 N DIA
ELECTRIC TELEPHONE SERVICE LINE
NOT TO SCALE
UNDISTURBED
EARTH
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
2,000 LB. MIN. CONCRETE
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.
5" DIA. ELECTRICAL CONDUIT,
MINIMUM SCHEDULE 80 PVC PIPE
NOT LESS THAN 0.6 x
LAYING LENGTH
"c
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
AND 11 1/4* BENDS
PLAN
UNDISTURBED EARTH
5" DIA. WASHER, 1" THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
STANDARD HYDRANT SETTING:
INSTALL HYDRANT 3' FROM
RIGHT -OF -WAY LINE OR AS
APPROVED BY WATER COMPANY.
SET TOP FLUSH WITH
FINISHED GRADE TO
BE MARKED "WATER
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
NOTE:
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
VALVE FLANGED TO FITTINGS
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
2,000 1.8. MIN.
CONCRETE
2,000 LB. MIN.
CONCRETE
UNDISTURBED V \,A /v\
EARTH
GATE VALVE AND BOX
NOT TO SCALE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
AND 45? BENDS
PLAN
UNDISTURBED s
EARTH
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
SECTION "C -C"
WATER MAIN CONCRETE BLOCKING
NOT TO SCALE
/V\
\\\/4;
iv' i
1' -6" MIN. TO
2' -0" MAX.
E
DI ANCHORING COUPLING
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
NOT LESS THAN 0.75 x
LAYING LENGTH
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 -PIECE ADJUSTABLE
VALVE BOX SLEEVE
WATER MAIN
2,000 LB. MIN.
CONCRETE
1r
SECTION "D -D"
FINISHED GRADE
0
MIN.
2,000 LB. MIN.
CONCRETE
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR PLUGS.
BREAK AWAY HYDRANT
THREADS TO MATCH LOCAL
FIRE DEPARTMENT EQUIPMENT
PUMPER CONNECTION TO
FACE TOWARD PAVEMENT
6" NOMINAL BARREL MIN.
1 CU YD. LOOSE STONE OR GRAVEL
FOR DRAINAGE. (6" ABOVE PORTS)
DO NOT USE CRUSHED LIMESTONE.
0.D. 1' -0"
Min. (Typ.)
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 TEES
AND WYES
PLAN
CONCRETE COLLAR
GRADE
K
j\
NOTES;
1. WATER MAIN SHALL NOT BE
LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS.
2. SEPARATION OF 3 FEET WITH ANY
UTILITY REQUIRED.
MINIMUM ANGLE OF
INTERSECTION 45?
a 4
10'
PIPE OR BEND
AS REQUIRED
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
UNDISTURBED EARTH
2,000 LB. MIN. CONCRETE
NOTE:
BENDS FITTINGS AS REQUIRED.
SEE PLAN SHEETS FOR DETAILS.
CONNECTION TO EXISTING WATER MAIN
NOT TO SCALE
10' MIN. 3'
WATER MAIN LAYING PARALLEL TO SEWER
\9/
``i
V \Ay
'Y L
WATER MAIN.
\\'<W
SANITARY OR STORM SEWER
SEWER
z
NEW MAIN
TAPPING SLEEVE
VALVE BOX
r1
10'
WATER MAIN
SEWER /WATER LINE SEPARATION
NOT TO SCALE
TRENCHED
IN PLACE
CLASS 150 MECH. JOINT D
FLEXIBLE COUPLING DUCTILE IRON PIPE
OR ADAPTOR CONC. COLLAR
WATER MAIN CROSSING SEWER
ANOTHER UTILITY FACILITY
(TELEPHONE, GAS, ELECTRIC,
ABLEVISION, ETC.)
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.
D A
EXISTING
WATER MAIN
FLEXIBLE COUPLING
OR ADAPTOR
AS
CENTERLINE