HomeMy WebLinkAboutC10.0 Standard Detailsp ,�7'p'7 Y
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 1/7
11 1/4'
RUN
BRANCH
20"
16
25
14
7
4
20"
OR
16"
16"
12
16"
12"
7
10"
6
12"
8"
5
10"
12"
OR
LESS
12"
7
S n
M
M
N
10"
6
8"
4
6"
6"
4"
2
2
4"
p ,�7'p'7 Y
4
a.
4
DWN BY:
Q..
J CB
CHKD. BY:
EAG
SCALE:
N.T.S.
DAT E:
10
12 0
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0
SUITABLE-/
BACKFILL
COMPACTED
IN 4" UFTS.
6"
MIN.
PAVEMENT 1/2 FIBER MATERIAL
TRANSVERSLE EXPANSION JOINTS
UNDISTURBED
EARTH
2,000 LB. MIN. CONCRETE
50'
10'
1
CURB
JOINT DETAIL
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
NOTE:
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
VALVE FLANGED TO FITTINGS
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
\i\
6" 18"
4 #53 COMPACTED STONE
COMBINED CONCRETE
CURB GUTTER (TYPE II)
NOT TO SCALE
NOT TO SCALE
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/7
AND 11 1/4' BENDS
PLAN
UNDISTURBED EARTH
5" DIA. WASHER, 1 THICK
3/4" x 18" ANCHOR BOLTS
(4 REQ'D)
DOWNWARD BEND
1 R
2 "R
NOT LESS THAN 0.6 x
LAYING LENGTH
NOT TO SCALE
2,000 LB. MIN.
CONCRETE
2,000 LB. MIN.
CONCRETE
UNDISTURBED
GATE VALVE AND BOX
n
1r NIIu:MPf
4" MIN.
SAWED OR TOOLED
TRANSVERSE CONTROL JOINTS
UNDISTURBED i\
EARTH
6"
MIN.
2
NOT TO SCALE
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 -PIECE ADJUSTABLE
VALVE BOX SLEEVE
WATER MAIN
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
TOP OF CURB
ff
SECTION "C -C"
PLAN
3" MIN.
PIPE O.D.
6" MIN.
OUTSIDE FACE AREA NOT LESS
THAN VALUES GIVEN IN TABLE.
F-
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w
Lai
a
11 1 o oo" oo'oo o o
ip II qr ip wom lip sum ip qr
MAh I ■gAlh 11,411111
COMPACTED
SUBGRADE
NOT LESS THAN 0.75 x
LAYING LENGTH
a• j
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
AND 45? BENDS
WATER MAIN CONCRETE BLOCKING
LIGHT DUTY ASPHALT
15 PAVEMENT SECTION
10. OUTSIDE OF PUBLIC RIGHT -OF -WAY
PAVEMENT
NOTE: SELECT EXCAVATED MATERIAL OR SPECIAL BACKFILL
SHALL BE PLACED UNDER ALL PAVEMENTS AND
WITHIN THE LIKITS SHOWN ABOVE.
SPECIAL BACKFILL SHALL CONFORM TO INDOT 211.02b
SELECT EXCAVATED MATERIAL SHALL BE APPROVED BY ENGINEER.
2,000 LB. MIN.
CONCRETE
DUI
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR PLUGS.
SECTION "D D"
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
,T.: S ELECT EXCAVATER MATERIAL OR
SPECIAL BACKFILL HAND TAMP ED
IN 6" LAYERS
LIMITS OF SPECIAL BACKFILL
NOT TO SCALE
rl
NMI MINI
milli III.
4" MIN.
2,000 LB. MIN.
CONCRETE
UNDISTURBED
EARTH
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
AND WYES
PLAN
1
5' -0"
1' -6" MIN. TO
2' -0" MAX.
HYDRANT DETAIL
NOT TO SCALE
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
1" NO. 11B SURFACE
2" NO. 9 BINDER
2" NO. 53 STONE
4" NO. 2 STONE
1
1
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90?
DI ANCHORING COUPLING
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
UNDISTURBED EARTH
2,000 LB. MIN. CONCRETE
0
a
0
O
N
6" TOPSOIL
4" COMPACTED
#53 STONE/ /r
4
APPROVED EXCAVATED MATERIAL
UNLESS OTHERWISE DIRECTED
BREAK AWAY HYDRANT
THREADS TO MATCH LOCAL
ARE DEPARTMENT EQUIPMENT
PUMPER CONNECTION TO
FACE TOWARD PAVEMENT
FINISHED GRADE
6" NOMINAL BARREL MIN.
1 CU YD. LOOSE STONE OR GRAVEL
FOR DRAINAGE. (6" ABOVE PORTS)
DO NOT USE CRUSHED UMESTONE.
Co
CONCRETE THRUST BLOCK NOT TO
COVER JOINTS OR DRIP HOLE
REQUIRED ON 10" AND LARGER MAINS.
J
a.
0
5' -0" UNLESS OTHERWISE NOTED
TOOLED CONTROL JOINT
1 /2" WIDE, MIN. 3/4" DEPTH
4" CONC. SLAB W/
BROOM FINISH
4
1" R
a
o
NOT TO SCALE
CONCRETE
4,000 PSI
#4 RE -BAR
COMBINED CURB WALK DETAIL
qi
A.
Q. 4.R
4 p�
SUITABLE
BACKAL.L
COMP LIFTS. ACTED
IN 4
d•
0�. _.1
_4
6"
MIN.
0C)
CONCRETE CURB TAPERE
DOWN TO GRADE AT RAMP
a
-4 A :a
Q a Q a. 4
1" R
2" R
4
4• 4. '4 .o• .4�.
'10 D
O0 UOp OOp Oi10
000000oao00�
lor
4\
4 #53 COMPACTED STONE 6"
MIN.
COMBINED CONCRETE
CURB GUTTER (TYPE III)
NOT TO SCALE
MAX 1 :12
a
0° 0•
6' -0"
•..Q a• 4. •a
4"
18"
o
0 4 .4 a Q a
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o :a-.. a .4
a 4• .4- 4. a 4
4• a• 4 4 4 a w 4 i 1 a ..a
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a 4 a 1 0 4 a: d
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4 ..4 a: WC- 4 4
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4 :Q :.a 4 °a1. ..4.--a- 4 :•a o 4 .114
Q 4. -a 4.. -a o :a a
F-- 4' -1 <1 -..a
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Q
I„ A'RKING BUMI ER d I
6"
a
1" RADIUS TOOLED
ROUND EDGE
/P
so :?me
O a°C
,p II
`O COMPACTED #53
STONE
Il
4
940707/727
iQ:0000:oo
SECTION A -A
4' -0" MINIMUM
AT PAVEMENT GRADE
ELEVATION VIEW
Q.
-V
4 Q
PLAN VIEW
W
l v
HANDICAP RAMP DETAIL
NOT TO SCALE
CO
4"
COMPACTED
SUBGRADE
J Aor
VP •`mupgrg -••mp
)1■ romiv "to
TYPICAL STREET
PAVEMENT SECTION
WITHIN ALL PUBLIC RIGHT -OF -WAY
a °•a
a
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f
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0
a
1/2" FIBER MATERIAL
WITH SEALANT
a P
6' -0"
oQ° 1 oo° n 1
o o aa C w o 0 4 0
4" #53 COMPACTED STONE
a lt
OD
O
7" NO. 53 STONE
4" NO. 2 STONE
S SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
(WELL DRAINED)
tA 1:12
S1 -O
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o :a
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To, o�ono•i_noo fl
1 5" NO. 11 HMA SURFACE
2" NO. 8 HMA BINDER
3" NO. 5D HMA BASE
a
a
IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE
TOOLED EDGE
O
G
4
A
MIN.
5' -0" BETWEEN
TRANSVERSE JOINTS
C ONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
5'
40' -0" BETWEEN EXPANSION JOINTS (MAX.)
v.
COMPACTED
SUB GRADE
53 COMPACTED STONE
#8 WASHED
STONE
SIDEWALK DETAIL
NOT TO SCALE
18"
2 "R
1" DEEP SAWED OR
TOOLED JOINT
0 �o 0000 DS\\ir 0a 3. 6 0 ff O v i
DEPRESSED CONCRETE
CURB GUTTER T YPE II
NOT TO SCALE
PAVEMENT
CO
ow air qr 404.
0� 0 0 04111 0 o 4o11
CONCRETE
4,000 PSI
1 1/2" R
4
4"'
r
/N\
COMPACTED #53 STONE
4"
1
a
v
4
6"
COMPACTED SUB GRADE
rWr
1 .IRA
6"
MIN.
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION
906.17 OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE
REQUIRED BY THE ENGINEER.
04 SUBSURFACE DRAIN
STRAIGHT CONCRETE CURB DETAIL
NOT TO SCALE
7-EARTH OR SIDEWALK SURFACE
ONCRETE CURB OR CURB GUTTER
r P AVEMENT
er
4
MIN.
1' -2" MIN.
MIN.
NOT TO SCALE
MEDIUM BROOM FINISH
TOOLED EDGE
-6" OF TOP SOIL
C OMPACTED
SOIL BACKFILL
DATE:
1
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41 P 0 .V- I il
r r.....,30 STATE OF f iz. :4 5
1. 9 01 1 010 t; o t. 47 s 1
LI
IT-
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CEC PROJECT NUMBER
051872
DRAWING NUMBER
Cl ONO
STANDARD
EDGE OF PAVEMENT
AS SPECIFIED