HomeMy WebLinkAbout1450C-4It
I
NOTE _
ALTERNATE LETTER
MANHOLE FRAME COVER SHALL BE ALHAM600%
LOCATION
FOUNDRY TYPE A-IZSZ OR LONG BEACH IRON
•
WORKS TYPE X -106 D OR APPROVED EQUAL. -
e
-, .
-S-6)",
3 O
PRRWIE AND COVER S"A'LL WE SITUMINOLIS CDFIIWO
�4 �� Fd I*, c7
ANO WE\W11 A IRNA. OF 640 Lips. T"V. CLOVER t"ALL»
_ ._ - .M
R IN F.
60 E F afar 30
- o es.
NA¢ � x H �
v i �L
I E" .
I r
%a IN
,LETTERS
Box ,-75000 P.S.I. CONCRETE
I ER
G / T/r
IK' X V G
E
•� ,.
c
;, ,• 1'
, Yy IIII..• I L51
�� - I II I N
I IIII
�.: q -114 N
r MO TAR , • •� ' •"
CEMENT R NI
=ul�
I
. TOP VIEW
..
rte; pll'� ...
-i"
ASPHALT PAPER
. COVER DETAIL
ROADWAY SHOULDER
W OU ER
ALTERNATE GROUND SURFACE QW -Y 17
MANHOLE I "SPECIFIED TO BE BURIED
S
I , II
I ,11 III . I :1 p
1.
It
nu_t_11-
I p
AS I -)live 1p1.
I
CONC:RE rE MANHOLE
REQ IRED Il
U
.. TE
O P. SICONCRETE
3O O
To E r au RFACE
E R E
,.
s
" M
-
4 Z N
_ II I
1 II III_
IN
'1:'' 1 h 1 I 3
Y
i�
I•'
r
r"; . I I 1 1-I -
R OP N IN4 fi
I I, 1 �
1_
SME O CLEA C _ �
I � I•
I
- '� �I - R r
CEMENT MORTA � 11i I t-
4 'ASPHALT
AS DIRE C rED BY ENGINEER
PAPER
L...
• I::. WRAPPED
OPEN FIELD
= ROAD WAY
_ENTRANCE SHAFr
DETAILS ,
NO SCALE .
SFE rQtAT1tANLE 5"PlT.T D"A"L
11ERV- a"
__--
• - ___ _ _ II Iyl I / I 131pl �Illli _- -
If1 0 it
I 1 � s
d1I u n
� II
311 -
1 uq
Z < z ?I71T 11 111n =
°� - IN ' C
t?
Y 2 I�r„ ® DIA. i �u_
Z
N o? o� N %\9
MANHOLE N LE
DIMENStO AL DATA
A
01A.
4 B
TYPE
- ---
R CINF
A
- -- -
3(v
e
-, .
-S-6)",
3 O
C _
5" _
6..
.. 11 -
a
___ D _ _
-
1
�! / S
6"
11
S
.4 a" NON - RE IMF. 3011 50"
_ ._ - .M
R IN F.
60 E F afar 30
Z
N o? o� N %\9
5DIA.
-
_/ -
. •
W
—J
G / T/r
IK' X V G
E
. A: �'
D
MANH6 t E
r r CAsr
AL ERNA E �'RE
c
�
CONC:RE rE MANHOLE
I - 4
I
ENTRANCE SHAFT LOCATION
I
I
AS DIRE C rED BY ENGINEER
L...
"ti,
II I ,
I
O/
X
1.
.*
;.
4
61A
w
.a
I
:b A
a
- 5
IG d
M
-1 UKESS-
4.
INLET _ _ __ _
n l
O �L.
�'
a W
N el:
� DIA -i
SE (EYED Q N
OTHERWISE I N
—
�— t—
- -
S- _ _
/
---
M
4
PLAN
I
i
C0D
D
�\1 ;
ALL SHELVES TO
NOTE
!HAVE COARSE - 8R 0 M
1
_
__
-
( PIPE
r
FINISH
SIoPt's DIA.
..�
-j INVERT ELEVATIONS v
I I
0
�11 I,��
,'
,.I
f AS SHOWN ON PLAN
I
:.I
N AND PROFILE
I
I_
� _/- _�-
',, . , .;.
= . _, ..; %'
•% `1
W
I
I
(�
�--- 2 &A. - 2 / L CA/6 THS
I
= �-=�.h,I-
. ' .
'^ - f
.. _
I I
Lw
VCP EA! TEMP/NG
of
-
MANFinI E
,x-
,sl.1iin
vIII1141
d1
o
:;::
:`A"w�
>
5000 P. S. I. lilt 111 I
• A1:
-
CONCRETE 'll silgtl inn=Ild_IIIII
.j
RASE
PLAN
_ NOTE_
SECTION A -A
PRECAST MANHOLE SHALL
CONFORM
TO THE REQUIREMENTS
__ _ ______ --_ _-_--
OF A.S.T. M. C q'7 B AND aE
DE SIGNED
FOR A A SHTO H20
LOADING.
STANDARD SEWER MANHOLE W/ ECCENTRIC CONE
N O __= 5 C A L F— ---- -. - ---
PFR_Z71:71 Nk;;; EPVTA4L.- 0 TIF� j
`T KE2 441 S dRiPJ&j Mt b YRENGHr WAt-1. /
SL.10 FI NG -I goo W Ge,t,1 #'DRMPI`ICS III:
W I'j H S-�40r- GAL- At�
L- I FaAN I^ I pPg-r McWT /
. /
I>4t*7%)WFZVP- - ,!rv�1:'O• 12G4RV1t913 MWTS ,644tP algA JOLA12
-n-1t� 1z5;:Avwemi?_W"re;, o* -n4r-- ralo.A�T SISI - t4we-y-IA1,
ri&A-TI o►�.h .
aAFLTt4
SPECIAL NOTE
Contractor to pothole lateral crossing locations of the existing
1611/1011/411 gas ' lines prior to construction to verify depth of
said gas Lines so as to insure that lateral crossings can be
accomplished.
�� ., fi: H=T____E.= _,:,_j, I ..
...... -
_ --__1_._
,:
_..
..
..
..
.-.-- � . _ , ,
. .--
- - _ _ . � ___ - _ ..... .....
_....
..
..
..
..
..
.... I- � . . __ ....... - - .:+ _11-7--
W
... - ...... .
..... 1.�_ � . . . ........ L P-- V. �'
__�_ i .- ___ I
__ � ......... � __
..... - ......... - -..-.
......... .. --...-.. .- _
- I—— - , ;
_ - ...... -
........ __ .........
. .
_1 . ........ ........... ... -11 . I .. I..._
. . . . w. ____ ........ .1 ArM. 10"
... . . . ........ ) �. -
4
G/{/NO SAsi/.( MUNIGl P4L y✓AT 2 t�IS TRIGT
" I t t � w ... ... — __,__.__. _ . ... . ..... .... _____ - , - - - , - * - , - * - "" : - - * ... ____* ...... ...... - -- --- . ......... - __ ... � ... ... . ___ ____ - - _ ____ _ * ---------- - � ......... I—— .. . . ........ ...... � ... 1__-_.-__-_ r ........ - _ . ....... ........ - __ . ...... __ ____ . ... ..... _.- � . . . ......... . ... . -_
....... . ___ 1, ___ ........ I ... ________ __--..1.____ ______ .. ...... _ __ � .......... . — _ ------- � ......... � , - ' f I ___ _____._,_ .... __ . . . . ........... . . . . .........
_ __ . ___1 __ .... �..�-.�----�-.�-..."-.-�------,�"..-.�,.",-- ___ . ..... - " _---1- ....... - d.- .-1_-.11_--_____- I ___ 1-1 ---- -1 _-_1-_---_--- � ------- _ __ _____,._._ _ - + _______,_____...__- - .... ... � --___--T,___4 _1 ...... _.. __. � .... -1_,.___ ...-----_ ......... ____1_-__ - ____
..... .. I __ A I . . . . . ........... I .- - - _= ... ...... I- - -1 ...... .1 � ----- 1-1 ..... I -- . ........... - __ , _ f
_ . . ...... - .--- -, , ___...._._ -,---.-- ...... - I—— . .... ____ - - ------ - - - - - & I
I - , Tf ..
m�
tit,
k � r..______t_ _ - - �_*:__,_Q r �
,i.
I t I - ____
=.{ f
R__t=__:__1____�____- __ __ t { � � � I. i I I � �. � � -��11 C g _��d fu a�7CyNUAar� �i I � " - - � � � ! _
w_ � I � � l I �5 I— -
- .... _...__.____ ___1 ---- - 01- � ...... ______1 ....... .. � ... _ ___ --------- I.... .. .. ... t �� � 11�
I . . . . . . . . - - - - - - - - - � - C; - - - - - - - - - - - - - - - - - - - - � . -, _f - - - - - - L --- ' ' ' ' ' . . . .. ___ _____ I . . . . . . . . . -1 - - - - - - - - - � . . . . . . . _ __ ___ I � . . . . ... . _. - ,-- ___ - � . . . . . _ - . . . * , = . . . . . . . . . . . -
.......... ..... — ____ .......... .. � -- — - ------- I—— - ----. ___ .... ____ - . ___ � ........ ___ . ....... � - - — ----------- - I � ... � — --- ----- ------ I .. .___ ___ I ......... — --------- --- __ ,------- ____ --------- - - ---------- ---- - :---. - 13 --- — ---------- ____ - - - - - � , - ... ...... - - -- - -- --- ----- I ---- — --------- � I � ...... __ ___ - � ........ ... .- ------ � ....... __ ---.---.. . ... -.-- _- � --- � ...... . --- I --
I ...... - ----. .... __1 — ------------ - ___ � .......... . I ___ - ,: _ ____ ___ - .... I — --- ----- . ____ ___ I ------ _ � , _ - ---- - ...— — ---------- I _. .... � .... - I— __ __ ____ ....__ __ i ------- - I_ ------- --- ... L. ___ ------ ........... . - __ "' , , , , , ___ ___ ,---* .... * * ... ____ * ..... ... . . ... ....... .... . ... . L---- . � ...... I
� � t �� �,i! '!fit
r�T�_c�k � -- ��h I II S j ` E
1�I�---- - --- --.-... ---+,- , -.'.� �'.'. -, -__A. , I .. ..= I—— _. : --- -
� 1 � I� ' � 1 I i C E � � z
�. IO���``3.�T - ... !
t_ �\� �I I. �( f rIO. u. 5- � � 1 _ fL _
it �Z. _ '. � �\ ''y40 � '_.A.
� i., � --a.-(L� � -
� ��Q Var.
N t(O f
� ------ � _ I - --.1. ... _,__A..___-_ I - __ " _ , _ _ .... _=::= =L . __ J___j __ - = :.-:.-.-",-,I,-"-,--'-':'-'-'-', --= -.-.-.-. .-T ___, ----* ___ ...- ____ � �
(n4__ __ __ ____�:a._. ___-___ '--------- I ----- - __ __ __ --.- ---J__-,,�, t__L____4*E___"____ __ .-___J__._ � -1- - _ d____A__ ___1. �_ __ , . , __ [ .... -I,-,,,- _ _._i.__,__ — _ _ :
(eS 66 67 68
c:??A !o4+ &e . oo (N 757 A,.l�I Q
M 1zLAY AVENUE ,+I
M57elZI NGm MAN •HoLP, Pe_: F_
3 I)ETA I L- o N c4-I'� e,T 12-0-F ;V*
�'�! ,JTP% &0.7+ 010-> ViXI�lt� c-&-m-W P.
A Hots 00. �ra� �4 . I � � 0 � + 9 9.87 IWT 57A, . �Co+ Zev. q t I N C77A LL_C7 t
M IJ
t2- �4�lZI - 7 �Coc) DIA,) <1 MUL13Ei212Y AV. MA12L.AY AV. MAN H0L� PER *-It;'. NO, I I
V1% 0 1
I 1-I � .
O WATER VALVES (4) STA Con -FDD
O INSTALL MAN HOLE
O"F,V A+jt7 6f,V,::�TIV O,f epEv_ STD. NO. II,Z
:o p►. M > W. m lJo lit" wsE t Lp,�f fwow •fes
(� O0. -i
f -60t, k Ion1,i Ai-�.01�JW 14 _
,�EWEfi�- M,CaN�-IDLE � D I Q
C -Ag 4t:II+j L)Lam. MA- pz loa . :
. G_112A• (11, 4r_ MA-�21AL ,!;Hb lu P.5� IM1�rl.15P �ftV!5;4Ae> STvNe
Gall F-ogmjPIG-1 To ^457rlul t714 0-`� &71 }- \/1N16i "rl-hC,,z
Nit. h* MIN re*-�� 1n11� A w4�1,�uPk rlv J :
II'c. "
l b 4Ml N) too T I NT Imo,&�l►JGl I Inl. ,e, -I r,
,Ve, ;
- I T h��NN�I - Irl. sl r\/el
�(D � I /' 4
. W- �j0 FA0er=I PlG'1 �/f> Irl. hI ova ;
o - 142 W5W,1,50114-r F7A4_P07IN,n -*k.,,e ,'511I%V1�', >
F15'tz G. to M• W- tv ���
tylian- 4�i�� = I - -
ICn" 5GE FDeL. WNL
IQ,, 67A157
101, W ATE tZ
5 1
/I II�Ivf'AL , l0 W
L.� / 511 �0 ve-r
I i
W111111 11111111wffffAffima�=# � I, WAW.,,1Jr IVZLpilod.pd-m"mrkp]Ki-.3-----M— _____0 I
wL° _ raw—wA . __ _ _ —w�►,�■►►�vw�■►w�www�
M
IIIIIIIIIIIIIIII
;
_IIIIIIIIIIIIIIIIIIIIIII _
���
f
G,iA S VALVES (E)
STA 6PZP+ c1z
GDNGI�E'TE I 1FOWE,lz. 'POLE
nulls lul= �.I• 1EO- � 1�P�cPIT r�.'1►JG1 #S �11��/�i i VLNULT STEEL VAULTS (Z) NO. ZZLO1470E
G L A ,B 5 C ,^ I_jt I �A G� RAvP,L_ er- &,;, - � . A,,Lir-mt4A,'(� P���tA16� a v 0. &AS &AU CaE 'PSD X
BEDDING DETAILS
y.4II, Nz;rr_ I Pi�- IN w rev ar c -r- 1-aEta 11 sT,Q CoA. -I- '75
NO SCALE N. �. 3 *POWE:P-' POLE
N � Z.
NO. 2ZO1�4'71 E
$\
NN' MA?ZLAY AVEMUE IC_1^� \/A_Lue;!�7 6Z-)
,
- -
ML)
M0000 F000F4zy AINJPOV�
I 0 I ----i
. -_
- 11111111111111111,
I
. . iI . . :- 10 .I
SCALE -1!
Ill
401
{
..__ .. __ _ ._ -- --
rvo. >tiA1 Y REVISION oa-r APPR, SE N G t -t M �K-
C H I N 0 BASIN MUNICIPAL krueper engineering -- CITY OF FO N T A N A
Io,�,�f - -- .. - --__ __ .___ _ --- -- -. -. .
� associates ,rR
�� � WATER DISTRICT ES. B. Co, Br Disk 13-1
�� --- - ----. ----- � civil engineering • land surveying L}. miles est along S, P. R , R . from Sierra PUBLIC WORKS dE PA R T M E N T _
. `.
_ 568 north mountain view, suite, 230 Avenue Overcrossing & 0.5 miles east of i ,
No. 2767?4 M sun bernardino, California 92401 Etiwanda Qvercrossing, Headwall for Bay of 5 DESIGN BY SElt IEP- PLAN SCALE •
EX P. 3 3l 90 884 2154 F J. 2!77 1 4 A . , . T _
large CMP over Etiwanda Wash. M UL TSE 0 -R -Y AVENUE ?
Elevation 993.449 ft.
' (%IV11- �\� — - DRAWN BY eoiJO ,, r"oJB "r'O riwrA I& W -r DATE �_
qlF 1FQ� QI 4/2� J. GE l�rlG�El� t'lt �Izrr �(A. lo3fir r�. �1of�o®� 2j� � "�. �' / /� CC . ' ' ,' `-
oF cA`
APPROVED BY J.,,: STAT IDN CoA�-OD STA'[ ! OI`1 <0£�-1-41D S�Z$ g'3
tz�Yt �� 1 Equation: Add 0.26 ft. to plan elevation to '
"C7 Q T I A.bMD ME'CF�{21nIG� M.N. - obtain benchmark datum.
Ol%P'li GNG11NPi�il2 CHECKED BY ��.: DaN.Q.VO. p4 '4 ,
•
DATE FRED J. BABBIT R.C.E. 27674 DATE _ - . __ . - - G; APPROVED BY _ _ _�� 'Q:`�"17 -,
V,C,.E. Iev04 60 -0441565---r 4 ;71 Alma s14ez-T 11- s 13 EXPA---- _117 1, 1121111111 --Illlll Ill 1111119:117;111,kjl�r. 3.311-90 �,.� �. e" CITY ENGINEER R.C,E. 18932 ��6 .u_ ��� I �.
;. s . _ __ _ ._ a _
_.� IMINE -1 . _77�� _111M -M - .= 11. . I __ - __ I . . ____ _. ___ — _ - - - __ __ _., . , __ __:` * -%W_._.0__.r*6__ — -44-- dm''��� - __ ____ __ __ - _ 11 - - . . . I 5 _ - '-;
.. - ` � - _ ; 1 ,j.
I -
- , I ,,t , ,-3 X t.
. - -_ _.-_ � R_. a -- .. .e
-. _ s .. __ s _ _
.. ... _ ... -.._ _-m=.'�'-^. - - .-. ......arm._.•:.., __. t. -...-__.. :. �,:,*>_.:_.,