HomeMy WebLinkAbout2034-35_1/-FACE OF CURB
18" FOR I" OR 2" AIR VALVE MATCH ELEVATION OF CURB
24" FOR 4" AIR VALVE '
N. i'''` 1:'.+� •:, AIR VALVE COVER AND PAD
PER STANDARD DRAWING W121.
NOTE- NO SIDEWALK
1) SET BACK OF PAD 6" FROM PROPERTY LINE WHEN THERE IS NO EXISTING CURB.
AIR VALVE LOCATION
REVISION BY DATE STANDARD DRAWING W 119
I1FJVCO9CING.yffinP_IfJ.
1 • THICKNESS
(SEC CHART DELOW)
r�
WRAPPER
SEE DETAIL DCLOW
I --.-SEE NOTC HEREON
I�r: \-•�
02
1
w
I-
4. -ilk
TAIL
REINFORCING WRAPPER
D1
(Inches)
DZ
(Inches)
L
(Inches)
6-10
NO 113INFORCING It' UIRGD
8-12 0. 1.345
12
1
U-1.4
0.1345
16
_
10-16
0.1345
6-8
1-1S 10
0.1345
20
12-20
0.1345
24
14-24
0.1875
30
10-30
0.2500
36
20-3G
0.3125
42
a.
IJ
':;t
6-18
0.3.1.25
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.y
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as
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12to
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CEMENT MORTAR LINING
12.1
•,
•
W
CLASS C12000P•S.I.)
•,,:
1
: CONCRETE COLLAR
•O
\
1
BACK OF SIDEWALK
IB" FOR I" OR 2" AIR VALVE
:t': '•'
WAT E R M AIN
24" FOR 4" AIR VALVE
`� :,':'•' "' '
v
-•MATCH SIDEWALK ELEVATION
•�••
NOTES:
IR
�; 5,' : 'r
W
AIR VALVE COVER AND PAD
r� • AN
'":,
PER STANDARD DRAWING WI21.
;:� ''"• N �'.'��•":''•
11
PIPE CYLINDER, 3/167 MINIMUM
FIELD COATED WITH AN APPROVED BITUMASTIC.
5` SIDEWALK
2) DOLTS SHALL, DE STANDARD HEX HEAD MACHINE PER
SECTION
"A -A"
FACE OF CURB
ASTM A-307, GRADE A. HEX MOTS SHALL DE COLD
'q.
W
»'{'
z
AIR VALVE COVER AND PAD
GRAPHITE AND 07L.
r •' ''
PER STANDAR 0 DRAWING Wl'.,4-i,:.c
p.
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cella
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STANDARD
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•'•
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i. .~'••• : ,.'.� is :.';:
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L';;.•' • : •;s:r' •• ;: e `
MATCH SIDEWALK ELEVATIO'Ir
ON ALL SIDES
_
4 o
FOR I OR 2••AIR VALVE
'.ri'•, `' : ,
` 'r _F
"•_'+~''''
AU
AI!{iVALVE
Ile
CY
C'MINIMUM
BACK OF SIDEWALK
PROPERTY LINE
81, SIDEWALK OR GREATER
4jl0
FACE OF CURB
�1Q
.
18" FOR I" OR 2" AIR VALVE MATCH ELEVATION OF CURB
24" FOR 4" AIR VALVE '
N. i'''` 1:'.+� •:, AIR VALVE COVER AND PAD
PER STANDARD DRAWING W121.
NOTE- NO SIDEWALK
1) SET BACK OF PAD 6" FROM PROPERTY LINE WHEN THERE IS NO EXISTING CURB.
AIR VALVE LOCATION
REVISION BY DATE STANDARD DRAWING W 119
I1FJVCO9CING.yffinP_IfJ.
1 • THICKNESS
(SEC CHART DELOW)
r�
WRAPPER
SEE DETAIL DCLOW
I --.-SEE NOTC HEREON
I�r: \-•�
02
1
w
I-
4. -ilk
TAIL
REINFORCING WRAPPER
D1
(Inches)
DZ
(Inches)
L
(Inches)
6-10
NO 113INFORCING It' UIRGD
8-12 0. 1.345
12
1
U-1.4
0.1345
16
_
10-16
0.1345
6-8
1-1S 10
0.1345
20
12-20
0.1345
24
14-24
0.1875
30
10-30
0.2500
36
20-3G
0.3125
42
20-42
0.3125
COLLAR
I
Z_ RQt(I.QB.QNG-COLLAR._. DI.D.=02 - O.D.--2xLIZ - MINI MUM
CC DETAIL BELOW I=THICKNESS
(:,CC CHART BELOW)
O
�REINFORCING COLLAR OR WRAPPER,
AS SPECIFIED
REINFORCING COLLAR
D1
(Inches)
D2� '
(Inches)
t
(Inches)
6-10
130 REINFORCIW , RT' UIRI?D
12
G
0.1345
14
6
0.1345
1.6
6-8
0.1345
18
6-0
0.1345
20
SPACED AROUND PIPE)
''
24
6-12
0-1875
AYILW.A. C-207 CLASS "E" OR
6-150-2500
3"
-,30
G
ANSI 816.5 CLASS ISO FLANGE
LANGE.
42
6-18
0.3.1.25
NOTES
1) WHEN TWO OUTLETS ARE TO BE CONSTRUCTED, A REINFORCING WRAPPER SILNLL BE USED WITH WIDTH BASED ON
OUTSIDE DIAMMR OF LARGEST OUTLET.
WELDED STEEL PIPE
REINFORCING DETAIL
STANDARD DRAWING W136
REVISION BY DATE
4" FOR (" OR 2" AIR VALVE
6" FOR 4" AIR VALVE
STANDARD WEIGHT PIPE
2" DIAMETER FOR 1" OR 2" AIR VALVE
411 DIAMETER FOR 4" AIR VALVE
10 GAGE STEEL ROUND PLATES WITH
OPENING TO MATE STANDARD WEIGHT PIPE
1/2" WIDE STAINLESS STEEL BANDS,
BAND -IT OR APPROVED EQUAL
(TYPICAL OF 2 )
10 G4GE FLAT EXPANDED METAL MESH
(3/4 OPENING), TACK WELDED TO
STEEL PLATES
22 GAGE 8 X 8 BRONZE OR
BRASS WIRE CLOTH
10 GAGE STEEL 'ROUND PLATE
NOTES
1) AIR VALVE SCREEN (EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE -
WITH TIIE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS
NUMBER 111).
AIR VALVE SCREEN
REVISION BY DATE STANDARD DRAWING W120
PRECAST CONCRETE VAULT BROOKS
733A, QUICKSET, OR APPROVED EQUAL
• WITH 3/8" BOLT -DOWN DIAMOND PLATE
39-3/4" STEEL COVER
SQUARE FINISHED GROUND SURFACE
SLOPE TO DRAIN
Q, \ \• •
2.1 • ' SQUARE o 2"
•
a' WELL COMPACTED EARTH,
_ tr r+- i -.�- •' a' ' �- 90% MINIMUM
O
MINI M
CLASS C(2000P.S.1.,43SACK)
CONCRETE FOUNDATION SECTION "A -N'
47-1/2"
SQUARE
311
e• a 3"
11`11 .••G •p• •� 11A11
o. o• 12" MINIMUM
_j0 0 , 23.1/2" . o ,
SQUARE N4 4 REINFORCING BAR
O. 'O'
o. v :o I L,• O, I v• p:
PLAN VIEW
NOTES
1) DEPTH OF VAULT SHALL BE INCREASED BY ADDITION OF 12•' OR 16" SECTIONS, AS SPECIFIED.
2) VAULTS LOCATED IN SIDEWALK AREAS SHALL HAVE A SIDEWALK FRAME AND COVER.
PARKWAY VAULT
STANDARD DRAWING W 141
REVISION I BY I DATE
8 EQUALLY SPACED HOLES
AROUND PIPE.
r
1",]IAMETER FOR II'OR"-'>
(2'-G"1t4'-0" ), QUiCKSET OR APPROVED EQUAL
AIR VALVE.
e DIAMETER FOR 4"
2
AIR VALVE it
WITH 5/8 DOLT -DOWN DIAMOND PLATE STEEL
IMPROVED FINISHED
R
s
Q
12 GAGE STEEL BRACES
"
(4 REQUIRED, EQUALLY -
APPROVED EQUAL. ,
SPACED AROUND PIPE)
1%4
2i'x 2"x I14" STEEL PLATE -
11 Bis
SEE SECTION "B-Brz
" - -
2.1/2
3G" SOUARF FOR 1" OR 2" AIR VAL'
46" SQUARE FOR 4" AIR VALVE
IIBgo
I/2" DIAMETgR STEEL HANDLES
SEC DETAIL A (TYPICAL OF 2 )
12 GAGE STEEL CAP
4.6"x I" NOTCHES EQUALLY
SPACED AROUND PIPE
12 GAGE STEEL. BAND DIAMETER AS
REQUIRED TO FIT TIGHTLY AROUND
TECHITE PIPE.
SEE DETAIL "B"
HAIL 411111-1
"A"
SEE SECTION"A-A"
DETAIL "A'I DETAIL IIB II SECTION "A-41 SECTION IIB -B
} -�I/2"DIAMETER HOLE � " j
77
14" 7T
{� �6" ?• " ' • ' l :., M Q • is
I3/4" sco
1/2ve
" ! v
2 3/4
NOTES I 2-I�/41,� �-1/2 P�4
1) COVER, BRACKETS AND LIFT HANDLES SHALL DE PAINTED IN ACCORDANCE WITH THE BASIC PAINTING,
SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111).
2) BRACKETS SHALL DE CONSTRUCTED OF 1/h" STEEL.
AIR VALVE COVER
REVISION BY DATE STANDARD DRAWING W121
/i � ii:�• is /
CLASS C (2000 PSL, 4,5 SACK)
CONCRETE FOUNDATION
1XI
4ter/111 I ;,> MINIMUM •� ••
SECTIONIIA•AI' CWELL COMPACTED EARTH,90%MINIMUM
-N°4 LLEINFOrtC1NG
BAR. (TYPICAL)
PLAN 1 VIEW
TRAFFIC VAULT
STANDARD DRAWING W 142
REVISION 8Y DATE
1
BLIND FLANGE /2" MINIMUM
S
BOND BRgAKING SCREW- DRILL AND TAP 2 HOLES FOR
FLAIYGC TWO - 3/4 'DIAMETER BRASS CAP SCREWS, 10 N.C.- 2 X FULL
LENGTH, IN PLACE.
I
1/AIL
$Iwo
ila PLUG
WATERMAIN`_ a/2
a12 a
\ I
3/4" DIAMETER STEEL
LIFT HANDLE
(TYPICAL OF 2)
PLAN
DRILL AND TAP FOR 1" STANDARD
PRECAST CONCRETE VAULT BROOKS W-200 SERIES
r
SQUARE HEAD PIPE PLUG .14
(2'-G"1t4'-0" ), QUiCKSET OR APPROVED EQUAL
3/4" DIAMETER STEEL LIFT HANDLE
INSIDE
WITH 5/8 DOLT -DOWN DIAMOND PLATE STEEL
IMPROVED FINISHED
(TYPICAL OF 2)
TRAFFIC COVER, BROOKS 200-10, OUICKSET OR
GROUND SURFACE
"
APPROVED EQUAL. ,
1/8" RING GASKET,"CRANITE" OR
AYILW.A. C-207 CLASS "E" OR
APPROVED EQUAL. r,2
a.
3"
S?
ANSI 816.5 CLASS ISO FLANGE
LANGE.
AND BLIND f
'4/.
' 0'
REINFORCE PER 'STANDARD DRAWING W136.
-3--
•p.
12to
;o•
/
•�.
CEMENT MORTAR LINING
12.1
•,
•
W
CLASS C12000P•S.I.)
•,,:
1
: CONCRETE COLLAR
•O
CL
Sal
WAT E R M AIN
O
•�••
NOTES:
•
W
•°O
•
V
1) ALL STEEL SURFACES INCLUDING DOLTS SHALL BE
11
PIPE CYLINDER, 3/167 MINIMUM
FIELD COATED WITH AN APPROVED BITUMASTIC.
2) DOLTS SHALL, DE STANDARD HEX HEAD MACHINE PER
SECTION
"A -A"
ASTM A-307, GRADE A. HEX MOTS SHALL DE COLD
'q.
W
•
z
GRAPHITE AND 07L.
/i � ii:�• is /
CLASS C (2000 PSL, 4,5 SACK)
CONCRETE FOUNDATION
1XI
4ter/111 I ;,> MINIMUM •� ••
SECTIONIIA•AI' CWELL COMPACTED EARTH,90%MINIMUM
-N°4 LLEINFOrtC1NG
BAR. (TYPICAL)
PLAN 1 VIEW
TRAFFIC VAULT
STANDARD DRAWING W 142
REVISION 8Y DATE
1
BLIND FLANGE /2" MINIMUM
S
BOND BRgAKING SCREW- DRILL AND TAP 2 HOLES FOR
FLAIYGC TWO - 3/4 'DIAMETER BRASS CAP SCREWS, 10 N.C.- 2 X FULL
LENGTH, IN PLACE.
I
1/AIL
$Iwo
ila PLUG
WATERMAIN`_ a/2
a12 a
\ I
3/4" DIAMETER STEEL
LIFT HANDLE
(TYPICAL OF 2)
PLAN
DRILL AND TAP FOR 1" STANDARD
r
SQUARE HEAD PIPE PLUG .14
2 4"
3/4" DIAMETER STEEL LIFT HANDLE
INSIDE
DIAMETER
(TYPICAL OF 2)
10'�
"
1/8" RING GASKET,"CRANITE" OR
AYILW.A. C-207 CLASS "E" OR
APPROVED EQUAL. r,2
a.
3"
S?
ANSI 816.5 CLASS ISO FLANGE
LANGE.
AND BLIND f
REINFORCE PER 'STANDARD DRAWING W136.
WELD FLANGE TO OUTSIDE OF
CYLINDER PER A.W.W.A. C20S LATEST
12to
MORTAR COATING
/
CEMENT MORTAR LINING
PER SPECIFICATIONS
CL
WAT E R M AIN
NOTES:
OUTLET PLATE SAM_
THICKNESS AS WATERMAIN
1) ALL STEEL SURFACES INCLUDING DOLTS SHALL BE
PIPE CYLINDER, 3/167 MINIMUM
FIELD COATED WITH AN APPROVED BITUMASTIC.
2) DOLTS SHALL, DE STANDARD HEX HEAD MACHINE PER
SECTION
"A -A"
ASTM A-307, GRADE A. HEX MOTS SHALL DE COLD
PRESS SEMI -FINISHED STEEL PER ASTM A•194.
GRADE '2H'. THREADS SHALL DE LUBRICATED WITH
GRAPHITE AND 07L.
MANWAY
INSTALLATION
.
STANDARD
DRAWING W 122
REVISION
BY DATE
K G i 5 1 L I J JP. P Sc ASSO M A M S, INC.
;Je
-_
� lZ.
._ _ . _«.... ..... CIVILERS,
ENGINEERS, STRUCTUVL ENGINE
- - LAND PLANNERS, d SURVEYORS
h 15892 PASADENA AVENUE
TUSTIN, CALIFORNIA 92680 • (714)730-5757
k
_...._._. ._..._..._. ___.._._.._ .._._ __.. _. _ _._...- J.P. KAPP R.C.E. 22015 DATE
SPO Fontana Standard Sheet - 62[0.27]PFt 364001 1595 * 15 -Aug -90 10m 4-q AM / :564001.01-'134