HomeMy WebLinkAbout1724-41513
1 w
0
0 AVENO�
r
� CoNr���gOE
nrl1 0� A
H
10°0137"
419.00'
73.15'
a
10°01'37''
400.00'
70.00'
F
IO° 01'37"
38?.00'
66.85'
N0.64tu
I50' 15'16"
5800'
152. ID"
D
9?01?01*401'
2000,
3?•?3'
c
SIP 000 40'1
38 00'
61.75'
18 1
3?°20'40'
50,00'
80.59'
A
28 °57'/8"1
6?.00
31.33'
Q
Q
R
L
CUR6 OIMVE
T 00MMZrNTS
Q Q /f I I T
COMMENTS
QVTU SHEFT 2
MN
EL
CONTENTO
1.
0
SEE SHEET 3
RUSTIC PLACE h
Q
SEE SHEET 3
32
o
el
N
�iD
AVENUE
frim►* Ulm am favor , V
3!4 0 pot.. . } �„.. See std. Je7Wl/. To ban- rOro r--
• 2.112 s t o p s 16'o.G /YO , /0 9.. �- fir'-• _ , ..� ►�dy� auttdt - NOTES
See std. dwgs. l t„ a� F� ru.►a) .,. , • �' '� loco of cowtte
y l , , ! • VALUES for A,B,C, O,,D,, °Elevation Rind Elevation S are shown on the rnprovement plan
MH259 al and , • i•o•. I TABLE of values for F and T hgton
MH259 also
note 8. 1 9 i ____ . .wine H W, 1 LATERALS: 9 laterals enter on bosh sides of manhole, acctss shaft shay be located on side receiving the imager lateral
r
Howl
wl ,
' "' • ' •' t "' "" -' J 3 • CENTER OF MANHOLE SHAFT shall be located over center line of main storm drain when D, is 48'or less., which
SECTION irG PLAN case place 8 � bars symmetrically around shaft at 450 with center Int.
S6'R.0 P (dam Cover not sMwn)
$6112.0104 sset ► eoe o tori �4- LENGTH L may be increased of option of Contractor to most pipe onds,but any change
11 .� , teea.t. elites
t Tie $ere Omit this stop r
s:t•,i•s colt n location of spur must be approved by the Engineer.
• • , : 4 ; is pe..a $erose$ s'"'' 7115 - DETAIL M =When depth of manhole Froin street grade to top of box is Its$ than 2in' for paved streets or Y-6'
--- •-- --- • bari-� H r - for unpaved streets, construct monolithic shaft as per Det4il M
fee
+�- ' ''' •• 'Variable The Contractor shall have the option of.constructing shaft 'as per Detail M for any depth of manhole.
A bels -TIt pars °i- r•rWho diameter Di is 48'or less, center of shaft shall be located as per Note
., ��. . • t �- i -' • �: E Ws 6 REINFORCING STEEL shall be round,deformed,straighi bars,t "clear from Inside Fac®unless otherwise shown.
f F ao~ Tie bars shall beNo4and spaced i8'on centers or.closer.
I .. . 0 liars
Ii,nd edits '.; 1 • CONCRETE shall be class A
;,� s•, �,vc' ;;•.. 9 ban - I � $ • F' to S'ri0ws f
••'. ' • ' ' •.. ..:... 8- STEPS shall be i' round, almntted steel and anchored not less than 6Inches In the walls of structure Unless
•' . • : , • •�;'• otherwise shown the spacing shall be 16 on centers. The bwest step shall be not inure than 2 feet
+'.� �'•�s .• 04 0 14"O.C. bothwo i to be used
• • • TM ban y , : ', . above the invert
• when OZ ii 60"or ev.. 9 - RINGS, REDUCER, AND PIPE for acceu shift shall be seated in cement mortar and neat) pointed or
SECTION I+M•P•0 N N ;�*: +�. r P
�olected on P -P•0 3 -No. 4 x 4 •-e at, C/c continue, wiped Inside shaft.
additional bars 6 /otoinside edge OETAIE M
Of structure•
pipe 2- t'E . .. D. _ . � : Mr�t 4 1111 too •
` 4 oc ~ 4 10- FLOOR of manhole Shall be s 0 teel troweled to Sprinting line
111 3 o 3
3.V a "� - 6etld tip decety of ffiwr to 11- BODY of asnhole includin sur shall in one contlnuous o elation tete t that the"Contractor shall have the
a leve I I J to provide level i seal g P l bt ured P P
,. l ' • •« •, l' p option of pbcing at the springing line a construction joint with longitudinal keray. b
ocr+ ` �...� Seat for Shaft
/ titnevttop Is not level TA Of. YALUES FOR P AND T
�, - 02 F. +li 8 T
12 4 12 4
f IS 41/4" IS" 41/4
t�r>1 • �. r �� 1 I seal 18` 41/ 1 41/2
/0« •
P �;""�-'-' , ' 1 �' ' '*If 02 or 8 falls between tabulated 24» 14' Z4,4"
45 1- .►.r.. ,c ,:' °. .:..° .. f •� • F •� , r, • :..r.. vak,es then use the next higfies"t "
value to determine F or T. 3 • 6" so* 6»
H •.. Te ID ---•
� I .. bin "� i ban -
ban _«r... bars I 33 61 4 53 61/44
i
b� •••-� ..... 1 �� 1 / I �' ) ndu�s t0 s't h 38" 61/2• 36' 61/2
....A 8 t • I �' ( 42" 7112, 4271/20
71/2
7 4 4
"/D ,� • �� � , I � 48" • M eN
r�.-- - •-'� .
0,
1.
No,4 Dors at 18 /c both woms • , • . .
I To be used when 02 is dO or over. '
' F LONGITUDINAL SECTION f
(Sty 1 niro! shown)
REV. JDATE1 . DESCRIPTION
TABLE OF 8A11 BtZf:9
Dr or 8
A SS Oars
Dor F bars
•12•-39*
35.05'
AZ.z0'
s,d, RU5T/C ;r-0, C/-
'
�
3 11' /7' l zZ9.D0' 66, 38 34.20
5p. �G CON?ENTD
l000/'37" 394. bU' -34.52'
N0.64tu
36.67' CIJRQ CURf/F
P 8 ° /9'45" l?/7 0,0' 176.9?' 96.611
PART14Z dX9 71MYC-
35.09' It l'U,PV9
0 8°26'/6" /253.00' /84.53' 92.43'
PARTIAL ell& ellfY,,E
33.51' CURB Cl/RYE
N /0 °09'54" /23500' 2/8.75' /09.66'
4 411106
?/840' XNZINII OIJT.fl&elllff
1 14 88°l7'??" X00 30.82' /9.41'
Cl/RB iFF7,Y Y
?0.84' I�NUCI Y CXff&4rZ1,fN
,C 3/°49'0.9 PYL00' 3?.05' ?0.65
lUI?B RfT119N
3359" if 11114/E'
Al 305636" /M.00' 85.00' 4?..5z'
'°/° iT%7 %%2� ",e
52.09' CROWN ZINE CU/FVf
J ? °07'?7` 700' 45.12' 2?. 56'
C'L11P.B CZI fYE
/6.0/� IfMM Y&Yf - fB/I,PYE
I 2x13'58" 1?53.00' 4883' ?442'
CUR6 OIMVE
T 00MMZrNTS
Q Q /f I I T
COMMENTS
REV. JDATE1 . DESCRIPTION
TABLE OF 8A11 BtZf:9
Dr or 8
A SS Oars
Dor F bars
•12•-39*
No.6 at 3"
No•4 oto,
4'-84!' 84°'
No.6 at 3"
No,5 ot8°•
90144
No.Tot 3
N0.64tu
APP.
MCCUTCHAN CO., INCO
265 N. SAN GABRIEL BLVD. (818) 795-5162
PASADENA, CALIFORNIA 91107
Approved
GERALD E. TUTT R.C,.E. 14375 Date
CITY OF FONTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by : CA SOUTHRIDGE VILLAGE scale:
TRACT NO. 12687-1.- AS SHOWNI
Designed by: Date
CA STREET IMPROVEMENT PLANS
o -410.q19 91
Checked by: Dwg. No. 4
Approved,
J. 112 CITY ENGINEER R.C.E. 18932 q