HomeMy WebLinkAbout1769-21M � NOTES
Cower to N L ------------------__
28 _ 2 l - // \� A / l f "t'" is less than 1'-6,
W = 2 -,�"not ,
-"t N
Jl �_•---__.-.---. _� t
1 A�r - rx- � _ /f „ tr" is A¢iwq�n /'- 6 and 2'- Ci „ W = 2 - 6 .
---------- h---t--i �' A / ;; A /* H is 2 -6 or m9re - 3'-C3.
7N;. lit. t 27
--_ 6 �p �, ,,--- 3 T -r------ /3,--�------- {-- I L + -J .f "H'is more, than,4 6�I , bring wa//s vertical/y Ja 4'-O/j below surfoce and toper
- ----- -- I I from 3'-0to 2 -O os shown
/ -•Ht
2 This structure shall be used with Standard Pressure Monhple Frame and Cover, Std Dw9
�1II1�I.I�I�/--J J, 6 2• D/97 If may be used fo� hydrostpt1c heeds up to 25 above the stee/'p/ate.
Where•, Pressure Manhole No 2,3or4 is speci.�ed on the s/crm ['rain plans Standard
____�______�______A,sssure Manhole shoft pe. this stonr/ord and Stcndord Pressure Manhole Frame enc/ i'�i�--� -- t- --- -�---f --- -aver per Sid. Dwg 2-D197 shall be subsi/ated for Concrete Rin9st ducer andPipe, SJd
Sot �etoi/'Y`r x24} • oD►vg. 2-Dl0?ond Standard Non-Rock,ng Manhole :game and Cover Sto Dwg 2.-D181
Soo Do toil ` b I ��T �'t` tPLAN 4. f� =3U00 p.s.I. of 2B days
,d for Sec. GC, (M. H. No. /) or .fie toil M (M H No 2 8 M. H No. 4 )
+� ► �-Machin finish. /�s5 See Contract Specifications for physical requirements of watersfop.
i I 1- c%tA /nserfod • I 1 = I -- -
rubber gasket. - - -- -j.
Thread for T"a i-- -•(
r - ------------ iI
t-� scmw studs.
i"mach O�SEC s ION 8-B
CA «alt+Neff Size
ICA3
x2"x t M square washer - - -- - �•,fv ' _ _� __'"•i
NOTES
SECTION OF MANHOLE
Manholes FRAME 9( COVER.,- � 1"- - - _ - - a - --'�"---�' 1. Manhole Frame and Cover shall be made of grey cast iron
A � 22.E i 4 �" - ' conforming to the latest A.S.T.M. s/andord A 48', class 30
► * j,� �iX ��--- - - -- -----� or better. Pressure Plate shall be steel.
�Embad s ��`� t"1►D/ �` �, SECTION A -A 2. All ports of the Manhole Frame and Caaor except mochmed
Wrought ii on
12 sets req'd--- S /�i surfaces shall be coaled with asphaltum point.
2 req'd , T Q� Qom ; Half Size 3 Manhole Frame and Cover shall be tested for accuracy of fit
'ow D and shall be marked in sets before delivery. The Cover shall
sJeo/J o a _ '�I Q fit the Frame snugly twt not light/y.
4 Covers sholl bear the fetter D for .Storm Dro/n structures.
ti
S. Weights of rrome,Cover, abd- Pressure Akote shall not vary
"'N b Z _ -L_ more than two percent from those given hereon.
DETAIL "Y' ° DETAIL It 3"
11 LETTER DETAIL �' / - oN > 6. Where o manhole shaft is required it shah be a Standard
Pressure Manhole Shaft per Standard Drawing 2-D210.
Half Size - _ - - 27 „ , - - -- - - -� a 7. This monho% Frame and Coyer may be used for liyrlros�'Qlic heads
I+------- , M I
See d!, toil 1 g�� „l I I'� r' 1 ,-Drill "holes, up to 25 feel above steel ,plate.
for holRs - I G`" A 4071
I
I I �
I L -"-%L A A�`,2��. e N I �� �'�, �i TEMPORARY INLET DIMENSION TABLE
D -
E- I 2, o„ 8,.1
.- �,- --- - - •+-- -I Ground Surface -
,a Golv Step
/ I I Std. Dwg. 2-D96
--Electrically butt Meld ends or
� 1 -- lop ends of bar 18•
-4 4' 21<
Q
I I t
ZI i -- - ---
'480/7S �,,
.T- 2��' 4 HOOP BARS
r = T Where His more Jhon 4'- 0; D =3� 44" for {o„pmost hoop in shot/;
1-eocA /ow �
4 Hoops�l2"" r hoop in succession increases 3/s ,n diameter to o maximum
J
of 4-0 in the vertical portion of the shaft.
or) i-- Optional 15 dowel
Provide construction joint with continuous
1�2s wher manhole shaft is
r/6 -moi I W/2 I W12� - I �i poured omonolithi with manhole ornstorm
' '-- - - -
-4- - - - ---� drain conduit
r -+r► ----- ------i----{
Msr>'hole or
5/12/87 Srbr m Drain Conduit
a " y
JOB #3810-00
Drill
hoM�-� � �_��,__ � `�� s�. 16 SteelPla
SECTION A --A REF 2-D197
/•I I _ STORM DRAIN STA. D1 D2 L1 L2 EL. ' A' EL. ' F -G' 2- 1?9&
FRAME -PLAN COVER -BOTTOM COVER -TOP PRESSURE PLATE SIiT . NO. IN IN FT. FT FIN . GR.
Weight 1-95Lbs. Weight 262Lbs. tight 421-b$
REF :- 2-0210
,7- n9gs I Tn
DETAIL
PRESSURE MANHOLE FRAME COVER
(2 -DI 97 )
N.T. S.
I - 6 I See note 5)
I/4 t
I T -See Stiffener
3/4"HoleH.D.; Detail hereon
equally spaced.
Center of hole to
be I" from O.D.
of plate.-/
2 R�9W-19 2'` \,�
-5,4A1, 0,6,465 11
7TY1' HAP"II 6
DE T�9/L
,A/ T 5.
Do
C.a.t?
GAUGE
nQQ
27"
pp
�O
39"
2
42" to
48"
12_-�
51" to
3
10
24"
4 �-
20'
1 Q_
42,r"
!s-
22
48 - 51-
145'
25-
34"- 7"
'
0-
4
66
10.5'
34
DI'RISER
DIAMETER
C.a.t?
GAUGE
Is" to
27"
16�
30" to
39"
14
42" to
48"
12_-�
51" to
66"
10
UV I 1 VIVI v IF-"
TOP PLATER Ing Q D.
SN detail for _
Loaing Device�TYP) "n"places<
I QI
Elev, A prOdlllg d lip, __-/Z" std. pipe or mild stetl Dor
rd
unless otherwise shown on plan--,
-{II I/4�� x 2" Wide w
C.S.P. 0. D. 0 Angle
Ir
QI „
-'/4 Steel Plato
�__-�-• -- -. --- .-.. - ---.. ' _ I_ $>-,j= n Ow" DETAIL -PLATE STIFFENER
-. - - -- 3/4" Hole to
match top late /,
-
`-Std. goly. conn- BOTTOM VIEW
action bond.
CAGE RETAINER RING
rmin. min. , -COnc. collar
C.S.P. R.C.P. C.S.P. o,.P.
� -R.CjE�
I • --� .-�. � 1 '� rt-�- -�r-� Vit__ � _ I l � y 4- t -- e„� I
Slope to drop ---_
`°1 `'C• 4" s"min. --- + ALTERNATE JUNCTION
- -�--- - - -- _Dry pack
Mir
D� L
Conc. slab - - _ .� 17/ if
8
-ELEVATION 2 I/ „x 2 I/ ..x 5/„ Teflon tape-- r,
2 2 s -
Steel bar (typ.)--- a�
NOTES~
Scarf and weld
- - t- -- t
1. Riser pipe shall extend to "Eley. A". -
2. Elevation A, DI, D LI, Ls are shown on plans. 5 5 " --
3. Corrugated steel pfpe shall conform to AASHO M-36. /g x /g Spacer j
-
4. Orate assembly shall be gol�9JI1149 4f�er fabrication. " " -�
5. For 0154 and larger, weld I h x l h x h angles to plate with I wed lds 6 o.c.
6. no number of bars on grale assembly. ./2 alien bolt
7. Gogo of pipe for diurnaler N shall be same as for riser.
8. Riser and stub shall be stop fabricoted and galvanized after welding. unt n_nnwnl
DETAIL - INLET STRUCTURE (305)
------------------------------------------------------------
4 181+32.92 36 24 13.25 5.0 1236.5 1238.0 DETAIL - PRESSURE MANHOLE SHAFT (2-D210)
(ST.STA)
6 21+22.22 36 33 10.13 5.0 1259.88 1261.38
(ST.STA)
12 22+41.70 60 .54 00,6W 3/S 1296-41 /299. !0
(ST.STA)
0
12 40+41.91 36 30 10,66 2 .0 /290, &6 . I293.A6
(ST.STA)
16 44+66.76 30 30 7.45 2.0 1207.95 1209.70
(ST.STA)
BACKF/GL AS SPEC/F/ED
17 54+33 18 18 11.5 2.0 1215.5 1218.0
(S.D.STA)
17 54+47 18 18 9.0 2.0 1213.0 1214.5 "W " coYER 11),y
(S.D.STA) _.
?OP OF
17 54+47 48 30 10.5 5.0 1214.50 1216.0 6EDD//VG "B"
(S . D .STA)
<J' �5
18 65 + 32 . 16 30 42-3.6 2.0 12.15 -6I 12 l 7.7 �,� • • . � . / „_� O/91,4,. IWIN.
(S.D. STA)
77H/5 L//VE ° ; \0 o o
18 66+65.79 18 18 6.27 2.0 1221.5 1223.0 PEF'N1/7IE49 = //-
(ST.STA) D5D 5E001A/61`A
/L11N
BEDDI/U�� , j/;/"lL; ; ,; L ��'1_�,y' 9770 OF P/PE
19 81+55-73 18 18 11.5 2.0 1229.5 1231.0 SNAG L 0 > v ,. `�;c� rPr .39'� �,'�ARGE.4 IN oM
(ST.STA) GENERAL NOTES: ANP 4', i---�i' f:. __.i : `,S.% Tf/fIN 39 /N 0/fI.
/N ,vn X41. -: l= : / �-sE GE5.5 77VA/V 0,5Wk /
1. BEDDING 'Al SHALL BE COMPOSED OF SAND, NO. 3 OR NO. 4 CRUSHED AAI)"' BELL. Ort COLLW
19 81+64-98 36 33 8.51 3.0 1230.5 1233.0 ROCK OR GRAVEL, OR OTHER GRANULAR MATERIAL AS MAY BE
(ST. STA) SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM NOTE:
SIZE ROCK OR GRAVEL SHALL BE N0. 3 FOR PIPE 27R IN DIAMETER
AND LARGER, AND NO. 4 FOR PIPE SMALLER THAN 27" IN DIAMETER. SCREED BEDDING 'At TO FIT CURVATURE AND GRADE OF
BEDDING "B° SHALL BE COMPOSED OF SAND OR OTHER GRANULAR PIPE. TYPE OF SCREED AND THE METHOD OF USE TO BE
MATERIAL AS MAY BE SPECIFIED'OR OTHERWISE APPROVED BY THE APPROVED BY THE ENGINEER.
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE OF
�9�
5 BACKFILL. 1p,
�
Q 2. CAS=_111 BEDDING AND BACKFILL AROUND PIPE (LOAD FACTOR 1.8)
A. "W" AT SPr?IM'G,NG LINE SHALL NOT BE LESS THAN THE
(� m FOLLOWING: 6'1 FOR PIPE 60" OR LESS IN DIAMETER, 10" FOR
PIPE 63" TO 108" INCLUSIVE IN DIAMETER AND 12'1 FOR PIPE �}
LARGER THAN 108" IN DIAMETER. THESE DIMENSIONS MAY t'c�
TZTEGT
O O INCLUDE THE THICKNESS OF ANY SHEETING. 1 I
L►HEeRJ/ 4j/EB. WHERE COVER IS 101 OR LESS, "W" MEASURED AT THE TOP OF F-)(• S.C, ED Co.
PIPE MAY BE ANY DIMENSION GREATER THAN THE ABOVE D U T / -�
�+ 1\•
SPECIFIED MINIMUM, UNLESS OTHERWISE SPECIFIED ON THF'-
.��! ^N PROJECT DRAWINGS. L31!N rG,
G< SO y C. WHERE COVER IS GREATER THAN 10' "W" MEASURED AT THE TOP
OF THE PIPE SHALL NOT BE GREATER THAN 1011 FOR PIPE 108
IN DIAMETER OR LESS, OR 12" FOR PIPE OVER 108" IN
?� l� r` DIAMETER UNLESS THE CONTRACTOR AT HIS OWN EXPENSE- �� R'G•1' TO
I �¢'
11 .
ke.6. a� i V PROVIDES CASE 1 BEDDING OR STRONGER PIPE. THESE
JoIlA C,�3. so ISUC� D
DIMENSIIkiS ;NCLUDE THE THICKNESS OF ANY SHEETING. _
re Lr
Pip
• /28.x' � -
,2�83 2• SACK SLQ1X j 13NCV F%LL. '
8�683� DETAIL - R.C.P. BEDDING
O �
N. T. S.
dil-:G Ac, /.17th/-!/
5EE .5//EET //
SCALE: HOOP/Z, 111=401 V5e7. 111=4-"
ce o9A//
--/275
/: TJyE �lyl/Tf�i�CTO� Sf/�l1 EST//'7f/TE- Th�E'/YU/IBEfI' O�'f..�f�s' fiE�IU/fiE�
2. USE I.�LTfi�/YS STiq/1/�i9f�ls �O� ��C/YF/LL SPEC/F/CT/Q/1/$'.
v2=-5, A
o�yEli,E�, U /� Y B�9�P�' .SyC� Bim" CU�9T�9/LEO �'BE�U�E Ty,E/� h!
-ST4 , l4 74-11.74
�2��• 4B
9= 6"Z- 0/1/6
T1q41/5/T/011/ �
SECTIONAL ELEVATION OFA 'STRUC'TURE
STA. 64 f -D/. 7¢ TO 64 f //..74 ALONG FOOTf//LL O.P,4/iY��/t SHEET /8
NO SCALE l
� O J
/8.93 ' TO/9. DO'
I/A�P/ES
N
o
a- - JBA/P ti
9 e 9" /
J/AR/ES
I /. 75 ; 6 - B.9R 114-2-4
/7V -/I.73 �' Z IAIT.
/ 7f• 23, /3
I , X11 %A
i
40F 41r- 4F 40F
EXTiQ,9``� FOR s �O L ONG
FOR 5: O L ON&
/8. -5y ' TO /9 oo '
VAR/ES
9R-5
/8.33' To /9 oo
YAR/E'S
,IC -BAR
9 e 9 •' 6/c
rrP'
EXTiPA z -# 5 FO.P 5.'5 L ONG -
,4L O/VG SPAN r17.//,�) 0/RECT/01V
PLAN OF TOP LAYER OF BARS
FOR MH OPENING
EXTP9 Z '#7 Faq g5!e2 L OA16
,4Z01V& S�/lN 7. //i O/SPECT/O/V
ExT/P.4 2 F'o,P 5:'o /- ONG
'5X rel,? Z r> 4l /c'02 S. "D Z 01t•/6
PLAN OF BOTTOM LAYER OF BARS
FOR MH OPENING
j rr� �-�9 SS-�oiYG
i/ /� `\
11�
12�lel'1,a'l
,e - ;y-�szo��'
NOTE: -
/, USE AOD/T/ON�1L
RE/NFD,�E�L/ENT
ON 60TH FACES
S/OE 14/fILL
7H/C,('NE55 /S
/5"
3, USE �Ll�IX.
I AGG.PEGgTE
4. g YE,P O��ZONT/�L
�i'E/NFO�?CEiL/EN
�� ST,?!/CTUPE CT/O
2 A Qfor
dl
lit
- - - = - - T T ';.,..�' A• o LG,il/G- i'`9 -130Lo/1/ls 2 -`9-SS �D/1/G
RECORD DRAWING
- (�►
- r - _- 1.t>�i1trST.-_-�Q.d 1 4 F., : - .� �r �P ENo
• Q LIJK/E2E� ..11�r..r' rt �H nro T`� c Y �3� ��LL �E//YFai��E/'7E/1�T 1o,Q� D
. N l�/AL L
The Information on this drawing Is obtalned from oth rslen'dLowsT. 3137L.f :- : -.. _ :of : °��
. �4��
.. ?�� , _ Ofd E/YO 6V/�LL �T STi'9. 64 -� //. 74 °NsY
m s be verified In the. field b nyole prior to " s® or M �.�
must = /q 00 -D : _ = 4<D f�/�� . �. x I- l FOfr' //1/�1/�f� Fi/CE !/Ef>'T. / "= 3 = o
by N � 331 90 l
construction. HALL & FOREMAN, INC. is no responslPlelor, _ p "
underground facility locations or depictions. All aboyegrodod ,N s>�F SPICE r �� •} % �No °�T�'Q'��E flora? '~= 3 0
can be readily seen and verified by the 41aftslhaf-
facilities 4,��intend to usesame+^ CITY OF FONTANA, CALIFORNIA
REVISIONS �,�,p�Pv
'er D�T� ��ly ���TE PUBLIC WORKS DEPARTMENT
,9�>°,Pl�
I REI//SE0 D2 ' I- 6TA40-1-4/.9/ T/. ?ABLE V N RJ S S z�/8� _ DRAWN BY STORM DRAIN PLANS
2 COR,eECTED T/TLE ,4DDE0 514T REF VN �/2 $g �/�1 7 NO SCALE
.701RC.10 XT C. 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 DESIGNED B MISCELLANEOUSA,S
CHCr,D. C-0 TO 9-rr 3 4 �7 88 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING C KEp BY DATE:
DETAILSPREPARED UNDER THE SUPERVISION OF: JCH
A_ s _ JOB NO. dw� DR. NO. SHT: NO.
2 2 APPROVED'� ��
JOHN C. HOGAN R.C.E. 26229 3810-00 CITY ENGINEERR.C.E.1 OF 21
DATE R E 18932
�B>O-OD
N
V)
o�
O\
/7V -/I.73 �' Z IAIT.
/ 7f• 23, /3
I , X11 %A
i
40F 41r- 4F 40F
EXTiQ,9``� FOR s �O L ONG
FOR 5: O L ON&
/8. -5y ' TO /9 oo '
VAR/ES
9R-5
/8.33' To /9 oo
YAR/E'S
,IC -BAR
9 e 9 •' 6/c
rrP'
EXTiPA z -# 5 FO.P 5.'5 L ONG -
,4L O/VG SPAN r17.//,�) 0/RECT/01V
PLAN OF TOP LAYER OF BARS
FOR MH OPENING
EXTP9 Z '#7 Faq g5!e2 L OA16
,4Z01V& S�/lN 7. //i O/SPECT/O/V
ExT/P.4 2 F'o,P 5:'o /- ONG
'5X rel,? Z r> 4l /c'02 S. "D Z 01t•/6
PLAN OF BOTTOM LAYER OF BARS
FOR MH OPENING
j rr� �-�9 SS-�oiYG
i/ /� `\
11�
12�lel'1,a'l
,e - ;y-�szo��'
NOTE: -
/, USE AOD/T/ON�1L
RE/NFD,�E�L/ENT
ON 60TH FACES
S/OE 14/fILL
7H/C,('NE55 /S
/5"
3, USE �Ll�IX.
I AGG.PEGgTE
4. g YE,P O��ZONT/�L
�i'E/NFO�?CEiL/EN
�� ST,?!/CTUPE CT/O
2 A Qfor
dl
lit
- - - = - - T T ';.,..�' A• o LG,il/G- i'`9 -130Lo/1/ls 2 -`9-SS �D/1/G
RECORD DRAWING
- (�►
- r - _- 1.t>�i1trST.-_-�Q.d 1 4 F., : - .� �r �P ENo
• Q LIJK/E2E� ..11�r..r' rt �H nro T`� c Y �3� ��LL �E//YFai��E/'7E/1�T 1o,Q� D
. N l�/AL L
The Information on this drawing Is obtalned from oth rslen'dLowsT. 3137L.f :- : -.. _ :of : °��
. �4��
.. ?�� , _ Ofd E/YO 6V/�LL �T STi'9. 64 -� //. 74 °NsY
m s be verified In the. field b nyole prior to " s® or M �.�
must = /q 00 -D : _ = 4<D f�/�� . �. x I- l FOfr' //1/�1/�f� Fi/CE !/Ef>'T. / "= 3 = o
by N � 331 90 l
construction. HALL & FOREMAN, INC. is no responslPlelor, _ p "
underground facility locations or depictions. All aboyegrodod ,N s>�F SPICE r �� •} % �No °�T�'Q'��E flora? '~= 3 0
can be readily seen and verified by the 41aftslhaf-
facilities 4,��intend to usesame+^ CITY OF FONTANA, CALIFORNIA
REVISIONS �,�,p�Pv
'er D�T� ��ly ���TE PUBLIC WORKS DEPARTMENT
,9�>°,Pl�
I REI//SE0 D2 ' I- 6TA40-1-4/.9/ T/. ?ABLE V N RJ S S z�/8� _ DRAWN BY STORM DRAIN PLANS
2 COR,eECTED T/TLE ,4DDE0 514T REF VN �/2 $g �/�1 7 NO SCALE
.701RC.10 XT C. 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 DESIGNED B MISCELLANEOUSA,S
CHCr,D. C-0 TO 9-rr 3 4 �7 88 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING C KEp BY DATE:
DETAILSPREPARED UNDER THE SUPERVISION OF: JCH
A_ s _ JOB NO. dw� DR. NO. SHT: NO.
2 2 APPROVED'� ��
JOHN C. HOGAN R.C.E. 26229 3810-00 CITY ENGINEERR.C.E.1 OF 21
DATE R E 18932
�B>O-OD