HomeMy WebLinkAbout2033-5bFACE OF CURB
DIAMETER AS REQUIRED TO FIT BLIND FLANGE
1/2" MINIMUM
01
;::r:•• :,-.. " .` :a y TIGHTLY OVER PIPE
i•::. �- 1/2" DIAMETgR� STEEL HANDLES BOND BREAKING SCREW, DRILL AND TAP 2 HOLES FOR
y" SEE DETAIL A (TYPICAL OF Z) FLANGE
STANDARD WEIGHT PIPE TWO - 3/4 'DIAMETER BRASS CAP SCREWS, 10 N.C.- 2 X FULL
ter- 12 GAGE STEEL CAP
f '� ` • J':•,;• ` `''''�` ° �°C)R 2°'AIR VALVE
LENGTH, IN PLACE.
2
• :Ir. :i; ."•;'• .,•ti.Y, j' 1:;.'.:r.'� �,'..':: •".:�;':�� �•[:i iq 411 DIAMETER FOR 1DIAMETER FOR 4" AIR VALVE
+ ` :r; . •�° a 0 EQUALLY SPACED HOLES k`�
AROUND PIPE. �'•:. ',,.#��``' ,,�<.., �.�. .F.,.,f. I •
10 GAGE STEEL ROUND PLATES WITH '° "
BA OPENING TO MA ST ! IAMETER FOR 1 OR -lel sus rt; i'''��`<d£' s ��• a 11 11
CK OF SIDEWALK TE STANDARD WEIGHT PI '�VALVE.
11 .° a PE 1X\ /Z m p_ 21° AIR � �:�, f, �'.:,: .:�: <•.t<�- :� �' 1 11
18 FOR I OR 2 AIR VALVE , ; f.,., „ a t°, ;� f s R
Ix
:i:'�': 2 .DIAMET FOR 4 > > S f� �� /15,yrif
24°° FOR °° RVA •:>:; AIR VALVE .� �xs§: �.;. _ s,��g<> / t PLUG
4 AI LVE MATCH SIDEWALK ELEVATION a ; ss:d ;?a 3
,t - _ _ N d > 7 f u ,"; f ,E tD
1/2 WIDE STAINLESS STEEL BANDS, _ a� s : WATERMAIN ��` 4/2
. p..<: $SEs> :fid yKl s >.
BAND-IT OR APPROVED EQUAL
(TYPICAL OF 2 12 GAGE STEEL BRACES
A'R ) (4 REQUIRED, EQUALLY - + H � I Q
VALVE COVER AND PAD ts' 3at{¢ b n n T G/2
SPACED AROUND PIPE o � r, : > r 4.6 x 1 NOTCHES EQUALLY
PER STANDARD DRAWING WI 1.
) tx �, %.�):a ya,
Oy .rs SPACED AROUND PIPE
- - g.
; _ rf�, j , f ar#'Sta 'y , f xy{ e -x ��� 5.•+:
5' SIDEWALKa,{pry :`KreOsr( x
J ,
Q 'w g,r,'
l0 GE FLAT EXPANDED METAL MESH _ � _ 1/ a k _
• > �y �1 0 A OF AIR � 3�s„ss��,:�;
12 GAGE STEEL BAND DIAMETER AS 314 DIAMETER STEEL
FACE OF CURB .J — STEEL PLATESP)' TACK WELDED 70(;�z�ry4 a�'
4< . e�� REQUIRED TO FIT TIGHtLY AROUND LIFT HANDLE
a' M TECHITE PIPE. (TYPICAL OF 2)
N a7 a n g � � <� r�sx SEE DETAIL "B"
PLAN
0
2x2 /4 STEEL PLATE— _ ,r
....
II „
It
AIR VALVE COVER AND PAD oa 22 GAGE 8 X 8 BRONZE OR
PER STANDARD DRAWING WI"4 ,';:;: o L+- BRASS WIRE CLOTH210
_
f: J = , r' Ifi' li••' • °, :, II2 •fin 0;
o SEE SECTION °'8-13' - —-'s�----P-
a2(0
-SEE SECTION"A.A"
,,J 'rr •. •'•' •, al in •t.: is • •'•i f.- •Q••
' : ►•: -I TYPICAL o �o:
'�•' is 1
t:` :: i + �'• MATCH SIDEWALK ELEVATIOAf
•',ti : i ;' ;,.';' ON ALL SIDES ~.° /2
�: •:: •:.::• . . • - •' : '•':'' `• - 10 GAGE 5 N D PLATE 2"
' ��',�•18"FORI�OFt2''AIR1641.VE � � •, �,;': 4�, TEEL'ROU �
••: 3 SQUARE FOR AIR VALVE I-I/
r'1 . 1'•'• _ �:. ' 4" FOR I° OR ? 1 - E. - 46" SQUARE FOR 4" AIR VALVE
24c F.OR 4 Alf; ;VALVE � r:
" :6FOR 4 R ,•' E uB nAu DRILL AND TAP FOR 1" STANDARD
I's! SQUARE HEAD PIPE PLUG. a 1/4
24
• -_ _ ,° DIAMETER INSIDE DIAMETER
6"MINIMUM BACK OF SIDEWALK(
IER STEEL LIFT HANDLE Id. d, #
' PROPERTY LINE 3/4 �•� %- _
(TYPICAL OF 2)
- 8' SIDEWALK OR GREATER
1/8" RING GASKET,"CRANITE1° OR A.NLW.A. C-207 CLASS °'E" OR
APPROVED EQUAL. r2 311 S? ANSI 816,5 CLASS 150 FLANGE
W " ,! AND BLIND FLANGE.
0 FACE OF CURB • REINFORCE PER STANDARD DRAWING WI36.
NOTES WELD FLANGE TO OUTSIDE OF 12•e / MORTAR COATING
DETAIL "A" DETAIL. "B" TI t' " SECTION "B-B° CYLINDER PER A.wW.A. (208 LATEST
SECTION A-A
1) AIR VALVE SCREEN (EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE
18°' FOR I°° OR 2°° AIR VALVE I MATCH ELEVATION OF CURB V2° DIAMETER HOLE
411TH THE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT* (KOPPERS_ —_4..
24" FOR 4" AIR VALVE ' CEMENT MORTAR LINING
NUMBER 111).-
- � � ,•.. � t 4 1/411 ` rp' '"•:•�;:• •'�, PER SPECIFICATIONS
:�:,;'; *•;:.;,';'a; AIR VALVE COVER AND PAD 11_ r a , o • m
34 1 3 w
t:• F: PER STANDARD DRAWING W121. ( 1/2 C� iN •b - -
:,y ;
' °' �• WATERMAIN
NOTES;SAME
t 3/411 .,, ° a • •b',
THICKNESS ASE WATERMAIN
i
(/211 �6----�� �•.-1/2/0 •2n• "'' 1) ALL STEEL SURFACES INCLUDING BOLTS SHALL BE PIPE CYLINDER, 3/10MINIMUM
NOTES NO SIDEWALK - _ NOTES: 2-1/4
FIELD COATED WITH AN APPROVED BITUHASTIC.
1) COVER, BRACKETS AND LIFT HANDLES SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAINTING. 2) BOLTS SHALL BE STANDARD HEX HEAD MACHINE PER SECTION °A-A'°
D
COL
1) SET BACK OF PAD 611 FROM PROPERTY LINE WHEN THERE IS NO EXISTING CURB. SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN ( COLD
NUMBER 111). AS17S A-307. GRADE B. Hilt NUTS SHALL BE PRESS SEMI-FINISHED STEEL PER ASTM E
GRADE •2H'. THREADS SHALL BE LUBRICATED WITH
u..' 2) BRACKETS SHALL BE CONSTRUCTED OF 1/4" STEEL. GRAPHITE AND OIL.
AIR VALVE LOCATION AIR VALVE SCREEN AIR VALVE COVER
MANWAY INSTAALL!"TIO
STANDARD DRAWING W120 STANDARD DRAWING Win
STANDARD DRAWING W119 REVISION BY DATE STANDARD DRAWING W121 REVISION BY DATE
REVISION BY DATE REVISION � BY BATE
PRECAST CONCRETE VAULT BROOKS
j 733A, QUICKSET, OR APPROVED EQUAL PRECAST CONCRETE VAULT BROOKS W-200 SERIES
39-3/4"
WITH 3/8' BOLT-DOWN DIAMOND PLATE (2'-G"x4'-O"),OUICKSET OR APPROVED EQUAL STEEL COVER WITH 5/011 BOLT-DOWN DIAMOND PLATE STEEL IMPt1OVE0 FINISHED
WRAPPER COLLAR SOUARUARE FINISHED GROUND SURFACE TRAFFIC COVER, BROOKS 200.10, QUICKSET OR GROUND SURFACE
SLOPE TO DRAIN • 1 APPROVED EQUAL.to
.
`� b., :'. • ,1 `� gid. , '•► 't'•.
BEIN1~0301LVG vY�4 D2 D�� � REINF R ANG GOLD 211 \ u �6•,� ' • . °'•.�'
D'�1 I.D.=D2 O.D.=2xI}Z,MINIMUM / :•.. SQUARE
o:: 2 0 . �" "
t= THICKNESS I-`—UD `�� .::'q
t=THICKNESS
(SEE'CHART BELOW) - - _ SEE DETAIL BELOW SEE DETAIL BELOW jI ( ,
(SEE CHART BELOW) �� '
�M
CLASS C(2000P,S,1,)
' , s s y K • ,�' ' ° ; : p • I , .o; CONCRETE COLLAR
f, •' r Q Q Q O ` I O ,• 511 �,O �t1 - ' „�•• Q •,O'.
, p WELL COMPACTED EARTH,
D
2 x I}°cul •""'_' o . ' -*-'_ o 'v �— 9Q% MINIMUM
M
MINIMU_ e' '•o • ;�: ° o �` ••'o' /n
t-.—SEE NOTE HEREON
AS 12 MINIMUM C(2000P.S.1.,45SACK) SECTION „,RETE FOUNDATION A-A„D2 3.1/2 ' V ;•' ' t—• 3-I/z°°
SIZE OF WELD SHALL BE SAME A 1 ' +•�-I
THICKNESS OF REINFORCING COLLAR REINFORCING COLLAR OR WRAPPER, •' • . n '
OR WRAPPER p AS SPECIFIED •
2/2 47-t/2 ::� s• o �• . .
I8� AM A HI SQUARE ,
OF REIN ORCING. COLLAR OR WRAPPER
SIZE 'WELD SHALLBE SAM A 7HI K 1 1� o e
OF REINFORCING COLLAR OR WRAPPER ~--•--�---- : o - ¢ : o .° c
`a/ / X12°' MINIMUM q� ••
---- • ..., .• • '• ''-•�•�'. CLASS C (2000P.S.L, 4.5 SACK) .
I- ° o °;, o • :Q; CONCRETE FOUNDATION SECTION 'IA-Att WELL COMPACTED EARTH, 90% MINIMUM
.v • '� o : ,o 'o o','•.' v .. 311
39
AIN LINE
'I-. �. ...�..s,T �.'� ',?-��� ''`'. :...:� 1111 •i' 1 ' ! 7}•� ..•.. �•.� •+ . •'1; : f +' '•, :'F '',:Si.•�. i . ° .
ir
, • • b . O. ,w .} .t . .•,= 1 � - �N .r • • ••�::: •:.:ter * . �': � �” . +:`' .�1;�.:•! • •'i. tT1 +:�+�
DETAIL ' U.-T ;-..� ;—T-r;----=-- �•- *'; .
11„11 • •.a owl - ••�•' •.• •• I,. ,•ti:, ,.+'�:. .f i%I:•f •'„ d'�' ��""� •+'w '+WS'•TI.'•�.1 '�"',. .
a: .. A. _.._.:; '•t��:.s BAR. (TYPICAL)NG
12" MINIMUM
REINFORCING COLLAR � ��� �~.J`i:
REINFORCING: WRAPPER
1 2 1 D2 t 6°' °, b'• ••':�. :•:' �•,'�l,•'s->,,`'.
(Inches) (inches) (Inches) (Inches) (Inches) (Inches) u °' ° :: 12" MINIMUM %•`} •`•'�
6-10 NO REINFORCING RL UIRED 6-10 NO REINFORCING REQUIRED o' D � 23'1/2°° ;o' .o :Q: 4 i• :�'- f • °
_� SQUARE 3°
12 8--12 •° • • N 4 REINFORCING BAR .`:r
0.1.345 12 6 0.1345
14 0-1.4 0.1345 14 6 0.1345
16 10-16 0.1345 1.6 6-0 0. ].345
113 10=10 0.1345 10 6-8 0.1345 0
20 12-20 0.1345 20 6-10 0.1345
' 24 1424 0.1.075 24 6-12 0,1075
30 10-30 0.2500 30 6-15
••v
36 _?0-36 0.3125 3G -. 0 0. o ; ;.::. ;a �' o', r . a' ,it 11
.• ;.
42 20-42 0.3125 42 6-18 1 0.3.125
PLAN VIEW `':: r• ••.�•:.;r `:: ; ; •.t" ,Q. • - ..
..! •; " ,�} . '-+:rte-i .h+�!'.1'*•�`•• . �• i•' •: i ' : r �'ti'.\�'- y
F.
NOTES�: •. • '� ;. . -.:.-• ; ..•. , •:. ,,.-x: ,.�f; • ; :, .:. ,
(
NOTE'
.�:;, ;.,�• � .., ��;-*-,•;—::.� '�--.•;�=.; :�.u::�
) DEPTH OF VAULT SHALL BE INCREASED BY ADDITION OF If OR 16" SECTIONS AS SPECIFIED.Lv
:;' :„ •• ;:•," "` ���;,4i� r.,. :'
1) WHEN 7.10 OUTLETS ARE TO BE CONSTRUCTED, A REINFORCING WRAPPER SHALL BE USED WITH WIDTH BASED ON 2) VAULTS LOCATED IN SIDEWALK AREAS SHALL HAVE A SIDEWALK FRAME ANO COVER. 1
OUTSIDE DIAMETER OF LA11GEST OUTLET. PLAN VIEW
�, z 'A .�
-
T.. , No. 22015 d
WELDED STEEL PIPE PA R 1�1�1A Y VAULT _ TRAFFIC VAULT � Exp MO93 -�
REINFORCINo" DETAIL
. CIVIL
>
OF,
STANDARD DRAWING W 141 STANDARD DRAWING W142
STANDARD DRAWING W I5G REVISION BY DATE - REVISION BY DATE
REVISION BY DATE
REV 171 ON S J.P. KAPP ASSM IATES, 1 NCa C I TY OF F O N T A N A , CALIFORNIA DRAN)1 BY DATE
APP- BY
NO. DESCRIPTION DATES BY,
PUBLIC WORKS DEPARTMENT REVISED BY
o.n ��, )Sty I i r RE71SION APP-
1��'r41t sH��r t I..srARr coneavt!h!f`rt S•D� L* i TRACING CONFORMED
7
Z SCALEi
h•ekad Irl
•Jtrtrar�dt _ �� �
*P* Fs ice ontans Standero Shoot 62C0.27JPFt 364001 1595 15-Aug-'90 10=19 AM/ 364001.02•-134
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