HomeMy WebLinkAbout2108-196 M
Std. -Manhois From* 8 -
iMINIMUM
2• A.C. Pavement
and Conte Collor
to
surface
Mal+how)-*Q 4 I
-
t
III C~ ,
�
Stop
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Alhambra Fly CCL Ltd. I
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No. A-1170.;=
1 /fCem*nt '
sf.
1
Plaster
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ikstlp
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8118rickwar i
11
ca
A �,
A
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1
►
Varlobie I Brick arch J
ick Arch
Shelf
'�- -
- - d
loner Pan
Alhambra Fa Mry Ca Ltd.
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No. A- 1172
~r
NOTE •
:.=�
Not to be furnished
union colied for in
-
ipeCifieotions.
�� �.
PLAN
-
•TOP 120 Min. A.C. Pavement to 12
Min.
TO p
I i� ••
PovernOnt
s v rf a c•
P�o+►e Tent
►.
t•
J-
A.
-
loss B Cane.
1
fit— su
-
e
Manhole Barrel
• s
NOTES t
NOTES= SECT)ON A -A
Shelf (
aver pips.
20 SANG AS EY13TIN! -3 ~Wia. i b~ toss.
- - 2. For 12"sewers and under, turn 4"Arch
over pipe.
CAanrlOt '
A Q.tette/
3. The lore t manhole st:& shall btpiaced
16", nor nt s thou '.
6.77 S
CITY OF FONTANA CAUFORNlA
Dram" BY
STD.
c
SM MANHCL.E FRAME L COWER
cmft" ft
ASL
4. TAO upper nterIs step shall be Placed
AND REINF-
Approved
between the top of the manhole and the
�� t
Scale: I" I
Date
r r 109
6 M
r
1
-------
Std. -Manhois From* 8 -
o
and Conte Collor
r-
t
3
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Stop
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-------
Std. -Manhois From* 8 -
Cover
and Conte Collor
'• ,' +acs of Ground
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Stop
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1 /fCem*nt '
sf.
1
Plaster
f
+
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ikstlp
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8118rickwar i
11
ca
,
►
Varlobie I Brick arch J
ick Arch
Shelf
1
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'
a
A /,�...
1/2" Cement Plasters
t
' •� (• ���
I i� ••
J-
A.
loss B Cane.
1
fit— su
-
e
NOTES t
`t _
1. For 15" ttwers and larger, turn 8aArch
Shelf (
aver pips.
- - 2. For 12"sewers and under, turn 4"Arch
over pipe.
CAanrlOt '
3. The lore t manhole st:& shall btpiaced
16", nor nt s thou '.
out i :iii
.
4. TAO upper nterIs step shall be Placed
between the top of the manhole and the
manhole cover trpme and %hall project 1
3"9
l Sheaf
not more that S Inside manho a
•
Wrioble
CITY OF FONTANA. `.r" U F'ORN IA Drawn er STD.
STANDARD -BRICK MANHOLE ` mkod TAIL
For So to 2e Pips Apposed
r �•ets�
DOL• =Y� . rAs d � 110
Scale f i°= V
24
t1
Str*et Surface 21. Street SurfaceAPW
s
1
4 _
Compacted Earth
I
1 .
A 1 ..
12149 s, is `
I I w a _-
% 1
,�►'�.4 , 4 1/8" Send
1
f . • • a +� Vitrified Clay Pipe
ICLStopper Cemented In
SECTIONAL ELEVATION
NOTES 1
L Clsonout Fmme and Cover :
Alhambra Foundry No.A-1240•
2 or equal.
2. Close'►' P.C.C. Ia bol usi in
all seer construction.
3• The Mazimurn distance I
monhale dmmsjtrearn shat tr•=
be
SECTION A -A I i.
CITY OF FONTANA, CALIFORNIA
•SEWER TERMINAL
CLEANOUT
NO SCALE
orawl,.►STD.
wed
Daft • ,.� i 28
. 3f-. 'Aura. --a GI _4
Sur cc a�T _ ._._�
r4rouAd — �.. 'ees fro Z I/t3 --+ �' " , ..
Otto a OW" t
frame _r W 4r
It
CW
crMs wire i
+y
be" AQ '� ry atrtTad s
+ IMl, • w , • •. • t I
0 20
S•• a6 • ,
it
'
++aces • a
a0i 6 a.,
1 s
s' fN
' - - • • � • ' � 2 3/'32" .:_
} w _ s `
• •'• -- I V3' 4e dr.
• 1 _ , t — - CONE HALF' -SECTION
Olson �, 2 Ili I 1 t Pre - mast RCa
� _ • = w 1/14 1/K~ � 4 IA
'+a SECTION OF -
- TOP RINGS s 4 v4'4 9
- (Pre -Cost RC.) • .• 3"°f4
a. • I _ t • 1.0.
- = 7 • - '! 2383 t ��.
a Ob 46 L2
5V% 64
0.4%•.
v
_ 4I's IX 4 JOINT DETAIL
Cass"a"Concretf N
t Ou t ifs 1 L Sof ata 009WI Nee. 111, 113 a 114 ter 0*9 •
1 - jr+ctww deftis ettd 1YI o thens.
Etc"** LAM A1wl /e Ysld in lieu of
ca+cw+w+s 981MAND
Tho 10810 tPWWAN "a W"01 M raced not
lase• tPW sA AW am naw 24 as>ar! BOWL
• 4. TIM-wPW AM W" sty WWI M •*Codi _
V % �4 - — "weov 04 too of waffteM end "40
Whsntwts eewW he" orwd $"A Ono" net -
•--- - were vim 3 mde WAAW ate.
S All i�tls etislt tM aertewe�. -
6.
.` ' IC _ `
ASM A�A2 ASTM C -4T91 AI Ty" 1t
a Grade 4375& '
S/4/K T Sfie
JAI J S
1 � - -
7/20 Nr Of Te Rim"x
CITY OF FbN TiANA CALIFORNIA °r"a &I 'v STD
STANDARD PRE—CAST MANHOLE �'� e'` DETAIL
Reinforced Concrete for Sato 2e Pipe Nff t
Seel&t 181 9 -- -
AR -4000 3/8 MAX., HOT MIX A.C.
AR -4000 3/411 MAX.,HOT MIX A.C. _-
f -
•�EXISTING A.C. 3w ,,Ln I• a -_ - ` � ':�t•-
- �- i2 l'
5" :
3"MAX. SIZE NATIVE
- SOIL. COMPACTED 95% -
1/8"MAX.
- 611 .MAX. SIZE NATIVE
SOIL,COMPACTED 901/0
7,7 C'A Sr:Lz'-2PDP3L� �TI3�\Z'LlG _
3/4" :'AR. Cr_tTAC"- _
SELECTED NATIVE SOI 'M 90% 3Y cr a V=U"M"
x t. -1PAL� 6 CR ME- CISMLD SXM.
PER CITY PLANS 8 SPECS. �_ � - -
--_
BEOOING SMALL BE IN ACCOROANCE _ _ w t TRENCH w10TM
W/ NOTE 11, PIPE CL. d 0-LOA0ING Dal OUTSIDE DIAMETER• Of PIPE
OIL 12 MIN. t 12" MINIMUM OR AS 01RECTE0
,-
1
ZRtAL 9C••'Li
°rti,--
.- all .sca•attoa vtcata end Cie► at ?01 1. ALL edges at aststiall sev & 61
rvgnc-vg•vs• r@4etre6 as exeAvectea 64rett Ja►gee Bae 4111Fg4940 01 •Pariah SMALL
from ctla ius►lIc rarea klesl8cesec. tatatrs a Casa caws at as*a&L& @seaataa.
Z. ;:naartr�sc Sor+a40 atcrt .call 6e noctttsd i. Tr•wa0as et 100 teat of note to to @a i4•
wr6la4 44910 erler CO 49481 et .eV. %•400- ettN s sett-sra's►laa Meta! enaataa. • i
• 1. we *treat 641`e4 48 res.rtataa is cos
J. A•1 sRa49.4ct0na 4R4ll be 0"0. 0r0eaeC4d. geld pre+aeoa la ra406 .wars ca• ersaaa, as-.
se0@rcee as raer►rea ter 6ateeT amd ►a come caeca irm east tiers eere t049a T !asst ar -
Sesser sac torts ►a las enor49►@ea rulas. ar"rs. ►a ►a a traea►aa lana. gall re41e490 as
Baa r4Re►ac►aws tresartb" ar cols Cal3,16raw @+arta• 13 floc ►a 6090 a►reatteas grew
wH• `
Ue►IIII at taa0aertal L1e47. end 6aatart4ae ei :masa. for Reeser :
4. Cawea4ttaa at WWalill 6/411 Ua .ertftri 6t -
coacrascor Bae aserew.s 67 cos oenoreasat 6t is. it crew" l4tlere @amid eater. tae par
tr6tac .arta peter is tan Oiaatate et ere Panes- etttaeioe"i00sr wilL M a0ct9t04 09
nave savanna. •rag 4a9ta►aast44 eat •1101140411 ca rareas
reoiase. towev eats ~a. upas Insure
S. Iae4sae0et sas�e sash be "Wi4beet steate S at tae 4
0etre4
tor to 944EMetr 40as,it get
"To at da"W44ta"• 4 sasiwn 2-tsaa cattaases we"r areae at tae CLtf Laeaaeer. r-:eeea
at coup"", aoo"it POWLS4 sanli -►a piaded shat (&&snag scall is realeated: ree>sles. re- -
to gas tr0"0a area eeetl pstw�swt r0sat8 to µ•see at rsewsstes/dewta}sr wts e>v=/ . -
to temaeged. TM gempsr"T Mases 6"Li be _ -
P1aa" a" "we"4641 u So" a a f as CO err tL. Bsttiast secertai sa+tLt be saw. Srawt. ,-
•its a aI Esse 00"Not Cravat" eartaae. ra*rt• trIsseal" ayros,tcse. as sagt+e tree -
Orate -Coo snit ssisaata ca" tacsawsar7 favanneg t• a tae seaawLar aasertat assts= a s4sd a"&—
tato act s.sota tmdLlLaa o"ki. Ntswaasat rt•tae •a1a■t at Nee 106a twee A. est still Now +
• ►a to eta". a Nrewtagh a0sssettte" be weteat •fa9M
testofteo to Case tsilwtae jtattayt
s. Peter to ,Iiassarea at M�wt as+tee. 6atdttse
sa•eesec await 490 neo to a asst stratpt time I toes Ierteagi o ►6setai stews
rasweat erses0d M }asses is Cas Cre"es 6aait be
ns.
.....................
• r
N= -SOIL- . • ILAtr IS UOUIMPRICR T&O PLACEPIMIT CIP - PAV MW* sN EARTHWMK
' f FONTANA, cxEn e+r cmc �A► �� arc. STD.
CITY o ON NA, CALIFORNIA c
APP"OVED 9f DETAIL
STANDARD TRENCH REPAIR . a 131
I
UncJerground Service Alert
CaLLJOLL FREE
�r
I sw 800
422- 4133
Revisions:
NO. DESCRIPTION DATE ENG.AP - APPROVED DATE
Prepared By: Dan E. Tanner
ENGINEER OF RECORD
CA UC.# RCE 33621
1400 S. BOSTON AVE., SUITE 300
TULSA, OKLAHOMA 74119
PHONE: (918) 582-8771
CONTACT: STUART WANDER
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT -
DRAWN BY: DATE:
CADD WA' -MART REDEVELOPMENT CENTER 3-25-92
DESIGNED BY: PM #13614
SAN. CITY STANDARD DETAILS----1-9
CHECKED BY
OF O SHEETS
W.O. DWG No.
APPROVED: i�,it/'
CIVIL ENGINEER '15-126-
`2 08