HomeMy WebLinkAboutC7.1 Site DetailsID
BLOCKING FOR PLUGS AND BENDS
BLOCKING FOR PLUGS AND BENDS
PIPE
SIZE
OUTSIDE FACE AREA (SQ. FT.)
ZS ROW, SUITE E PHONE: 317-244-1968
INDIANA 46241 FAX: 317-244-1969
SIZE OF
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90'
45'
22 1/2'
11 1/4'
RUN
BRANCH
20"
16"
30
T MAIN STI
LUMBUS, C
38
33
60
20"
OR
16"
16"
12
12"
7
10"
6
12"
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STATE OF Z
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DATE:
8"
5
10"
d-
d-
N
DSCE
ERCE D]
,INDIAN
12"
OR
LESS
12
EE
8"
10"
6
8"
4
6"
m
DWN BY: AC H
CHKD. BY: JMP
SCALE: NONE
DATE: 0 1 -27-2003
PROJECT NUMBER
02-123
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7.1
SHEET OF
ID
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'
11 1/4'
RUN
BRANCH
20"
16"
30
60
38
33
60
20"
OR
16"
16"
12
12"
7
10"
6
12"
8"
5
10"
d-
d-
N
12"
OR
LESS
12
7
8"
10"
6
8"
4
6"
6"
2
4"
4"
2
ID
d (MIN)
27" SMALLER
3"
30" TO 60"
4
66" LARGER
6"
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
DIMENSIONS (INCHES)
A
(MAX.)
B
(I.D.)
C
(MIN.)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
ILL AD
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WALL SLEEVES
OR GROUT (TYP.)
UNDISTURBED
EARTH
2,000 LB. MIN. CONCRETE
A7\11
WV A
HO.
IIA
6" STONE BASE
OR CONCRETE
W/ SUMP
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
PLAN
ACCESS HATCH
INGRESS EGRESS
LADDER
90 FLANGED BEND
BALL VALVE W/ FLANGED END
REDUCING FLANGE
DOUBLE DETECTOR CHECK VALVE
FLANGED OS Y VALVE
FIRE LINE
DOMESTIC SERVICE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
AND 11 1/4' BENDS
UNDISTURBED EARTH
5" DIA. WASHER, 1" THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
NOT LESS THAN 0.6 x
LAYING LENGTH
MASTER WATER METER PIT DETAIL
NO SCALE
2,000 LB. MIN.
CONCRETE
PLAN
PIT TYPE POST
INDICATOR
SECTION "A -A"
MECHANICAL JOINT GATE VALVE BOX
0 TAPPING SLEEVE W/ TAPPING VALVE BOX
LOK -PAK
ASSEMBLY TURBINE METER FLANGED AT BOTH ENDS (BY
CHECK VALVE
FLANGED TEE
DOUBLE CHECK VALVE
UNDISTURBED
EARTH
2,000 LB. MIN.
CONCRETE
UNDISTURBED
EARTH
LEGEND
por
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
AND 45? BENDS
SECTION "C -C"
PLAN
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
NOT LESS THAN 0.75 x
LAYING LENGTH
T
PIPE SUPPORTS
(2 REQ'D)
WATER MAIN CONCRETE BLOCKING
NOT TO SCALE
6" FIRE LINE
4x2 1/2x2 1/2
FIRE DEPT.
CONNECTION
MHO
2,000 LB. MIN.
CONCRETE
2" DOMESTIC SERVICE LINE
PER MEP
SECTION "D -D"
EXISTING GRADE
UTILITY) 1"
0\
2,000 LB. MIN.
CONCRETE
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR PLUGS.
6" TEE REDUCER
NOTES
1. CUSTOMER SHALL CONSTRUCT METER VAULT
2. CONSTRUCTION MATERIALS: CONCRETE, 8 "x8 "x16"
CONCRETE BLOCKS AND MORTAR OR PRECAST
3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT
TO BE SET LENGTHWISE WITH SERVICE.
4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4"
THICK WITH REINFORCING. WHEN VAULT IS CON
SRUCTED IN PAVED AREAS, PAVEMENT IS TO BE
LEVEL WITH TOP OF VAULT, AND THE TOP REIN-
FORCED AS REQUIRED TO SUPPORT TRAFFIC LOADS.
WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP
OF VAULT SHALL CORRESPOND WITH FINISHED GRADE
LEVEL OF SURROUNDING AREA.
5. BOTTOM OF VAULT TO BE MINIMUM OF 6" OF CRUSHED
STONE WITH MINIMUM CLEARANCE OF 12" BELOW
BOTTOM OF FIRE /SERVICE LINE.
6. CUSTOMER SHALL FURNISH 2" BALL VALVES ON
OUTLET SIDE OF THE 2" METER SETTING.
7. CUSTOMER SHALL FURNISH DOUBLE DETECTOR CHECK
VALVE AS APPROVED BY THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT, WITH BY -PASS METER
AND RESILIENT SEAL GATE VALVE ON OUTLET SIDE OF
CHECK VALVE.
8. CUSTOMER SHALL FURNISH VAULT FRAME AND LID TO
BE INSTALLED IN TOP OF VAULT BY CUSTOMER (BILCO
30 "x30" ALUMINUM PCM.
9. WATER COMPANY WILL INSTALL DOMESTIC SERVICE
INTO THE METER VAULT AND INSTALL METERS.
10. CUSTOMER SHALL INSTALL A LADDER IN PIT FOR
INGRESS AND EGRESS.
METER
12"
FIRE HYDRANT
VALVE
4" FIRE PROTECTION LINE
UNDISTURBED EARTH
2,000 LB. MIN. CONCRETE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
AND WYES
PLAN
2' -0"
MIN. TO
CURB
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
10"
MOVING
EDGE
6" TOPSOIL
PRECAST MANHOLE SECTIO
CONCRETE
FOOTING
MAXIMUM
OPENING
4" GREATER
THAN O.D.
OF PIPE
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0
STOP SIGN INSTALLED IN
LANDSCAPE AREA
6" MINIMUM
6"
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0"
(AT 16" MAX. ON CENTERS)
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NEENAH
R -3010
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o
1 B NON- SHRINK
G ROUT
CURB MANHOLE
NOT TO SCALE
10"
#4 REBAR 6" 0.C.
EACH WAY
PAVING
BASE
CONCRETE
FOOTING
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2 -SIDED
WHERE STALLS FACING.
2" STEEL PIPE,
ROUND OR SQUARE,
SET IN CONCRETE
6" STEEL PIPE
FILLED W /CONCRETE
PAVEMENT
8" PRECAST REDUCER CAP
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE PIPE
4000 PSI
4" COMPACTED
#53 STONE
#8 COMPACTED STONE
EDGE OF PAVEMENT, CURB-
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R• -1974 OR EQUAL
COMPACTED SOIL
BACKFILL
CONCRETE COLLAR
J_
0
0
INSTALLATION REQUIRED
1. EXTENDING 20' FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
MAX. OPENING
4" GREATER
THAN 0.D.
OF PIPE
NEENAH R -1772
1/2" CEMENT-
MORTAR
6" MIN.
PRECAST MANHOLE
SECTION
NOTE:
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
#8 WASHED
STONE
WYE
CLEANOUT DETAIL
NOT TO SCALE
rTh
MIN.
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12"
DEPTH OF BEDDING
MATERIAL BELOW PIPE
PAVEMENT LAWN
AREA AREA
0" MAX.
45' BEND
4" PIPE UNDERDRAIN
UNDER PAVEMENT
NOT TO SCALE
d
REINFORCED CONCRETE PIPE (RCP
BEDDING/TRENCH DETAIL
NOT TO SCALE
MIN.
ONCRETE "0" RINGS
6" #4 REBAR 6" 0.C.
EACH WAY
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -O" (AT 16" MAX. ON CENTERS)
FLEXIBLE PIPE
a
SLEEVE
V a D
PAVEMENT
v
4" DIAMETER PERFORATED
HIGH DENSITY
POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER"
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
OD BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
8" PRECAST
REDUCER CAP
NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE
PIPE 4000 PSI
4" COMPACTED
#53 STONE
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
1