HomeMy WebLinkAbout1217-10I
� nd 0" V V, b. ,
Al' Thiy Point
IN VU91KY
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Conot• Vent I✓aepin per 5
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toil Pagf. '90f 10
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. Yhiy 0�oti0n Ownt�d �rOperol'ed p , 3�. �`��
M. W.V. No hwor LOom1v
or Conneotiono will Ibtlallowed in
this area.
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3 U4y _ j _..: Install 12 V- i5 Area,'
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2909 Coni t. M.0 I
6 ily Std. ' 1I2, 9ciG 9hbot
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LOCATION PETAIL
N.I.Q. =Not In Controot
ZIP 14.10.14 C onst M. W.# S� P&r G. D. M. W. D
5�ondQrd� - yea. I �3 +04.05
FQnta na IntGrc,�p tr✓r
Ro
3
Contractor 9holi provide OL
of deFth meo9urern�nt
_ f
point or re movable Section
Vra�in - .N•� ..r=. - - ,, �, . owel Grout Shoff NpUl
9 .k�� � � - _ = i;•':
GI IV.
91141010 Inv. ay. -
a ----
?I�l# Inv. GIGv
F
ibbrgloh7 hor5ha 11
La
V -0
e \ Inv. MGv.
plvmG, grout&d in plaw t
M�t�R MAN WOLE. SECTION A'°
21046 Con19t:
Contractar 5hol l braces the f ibGrglahe flume, prior to
pouring of 5holvev 9uuh that thtj final conTiguroHon
shall be/ maintoined with in Yu#" railurti to metlt
thio requirtmeint c;holl rtgult in rejec.Hon of I-hei
coni ruction,
nta coNN6crioro PFUIL,
U
prov & 1 *3roi
bubbler Tube
Transition from round pipt/ to
5quar& flume Gntronc& in thio
Pf v t
o ,dei in Ggra!
5t+llinq well
V gap in 9rot �nq al ...
mP,asuremejnt point, ' 12" Ingid� Dio. manhole , PI"GCASt
rtinfowd conorZft/ riev
AV-
Entron tf, Shaft location
M&Itr Manhole,
METER MANNOLE DETAIL AAM 5ta. iw ob
NokG: MeW Manhold except og mondif W kwon Shall
conform to standard opcIw monhol& w(bwntric, cont,
9wi9n G090c ity; Mak mum I.900 D f5. C o.9130 m9.d.
Minimum 0.0925G1.9• ( o. 0339 M.0.)
N
9LG1ION ,'f)rr
Varies in Straight Lino from 12" wide/
bq Iy" high U - Sha p bd Oo wl To
12N Dia. U00 #4 rebar each Vinu
1
Manhole, Wall—�:
PpP�
K.
_ • �r foo t
�ibenloh vatinq N I MCD INV.
chemgof& or appro,veId equal
rp .. Contractor Shall cut oo r&quired
_ to f It ohape/ of chowl Qe2
Shown on pion vi6W, Contractor Shalt
gttvl retain inq el ipg
to hold gra# !nq in place (not shorn).
''' Set man u�'actar�g recomm�nclafi ons
(4cIiP5 � G. �onvl).
ORAYIN L? IN9TALLA 1,9N DETAIL
Arf POV90
a�o�o na,�w+�ws
CITY OF FONTANA , CALIFORNIA
r-1ubL1t WORKS a&rAr%TM5XT
Drawn Di:
C. Navarro M ET E 1\ M A N W G L E5 A5 5ho�in .rte
�zP 10.30.89 f►otd DO
REL A T _f- 0 WO
Pr Al
Approved: 11,17 zl 41 lQ
a
:� r
4,
5c* 1"--201
LOCATION PETAIL
N.I.Q. =Not In Controot
ZIP 14.10.14 C onst M. W.# S� P&r G. D. M. W. D
5�ondQrd� - yea. I �3 +04.05
FQnta na IntGrc,�p tr✓r
Ro
3
Contractor 9holi provide OL
of deFth meo9urern�nt
_ f
point or re movable Section
Vra�in - .N•� ..r=. - - ,, �, . owel Grout Shoff NpUl
9 .k�� � � - _ = i;•':
GI IV.
91141010 Inv. ay. -
a ----
?I�l# Inv. GIGv
F
ibbrgloh7 hor5ha 11
La
V -0
e \ Inv. MGv.
plvmG, grout&d in plaw t
M�t�R MAN WOLE. SECTION A'°
21046 Con19t:
Contractar 5hol l braces the f ibGrglahe flume, prior to
pouring of 5holvev 9uuh that thtj final conTiguroHon
shall be/ maintoined with in Yu#" railurti to metlt
thio requirtmeint c;holl rtgult in rejec.Hon of I-hei
coni ruction,
nta coNN6crioro PFUIL,
U
prov & 1 *3roi
bubbler Tube
Transition from round pipt/ to
5quar& flume Gntronc& in thio
Pf v t
o ,dei in Ggra!
5t+llinq well
V gap in 9rot �nq al ...
mP,asuremejnt point, ' 12" Ingid� Dio. manhole , PI"GCASt
rtinfowd conorZft/ riev
AV-
Entron tf, Shaft location
M&Itr Manhole,
METER MANNOLE DETAIL AAM 5ta. iw ob
NokG: MeW Manhold except og mondif W kwon Shall
conform to standard opcIw monhol& w(bwntric, cont,
9wi9n G090c ity; Mak mum I.900 D f5. C o.9130 m9.d.
Minimum 0.0925G1.9• ( o. 0339 M.0.)
N
9LG1ION ,'f)rr
Varies in Straight Lino from 12" wide/
bq Iy" high U - Sha p bd Oo wl To
12N Dia. U00 #4 rebar each Vinu
1
Manhole, Wall—�:
PpP�
K.
_ • �r foo t
�ibenloh vatinq N I MCD INV.
chemgof& or appro,veId equal
rp .. Contractor Shall cut oo r&quired
_ to f It ohape/ of chowl Qe2
Shown on pion vi6W, Contractor Shalt
gttvl retain inq el ipg
to hold gra# !nq in place (not shorn).
''' Set man u�'actar�g recomm�nclafi ons
(4cIiP5 � G. �onvl).
ORAYIN L? IN9TALLA 1,9N DETAIL
Arf POV90
a�o�o na,�w+�ws
CITY OF FONTANA , CALIFORNIA
r-1ubL1t WORKS a&rAr%TM5XT
Drawn Di:
C. Navarro M ET E 1\ M A N W G L E5 A5 5ho�in .rte
�zP 10.30.89 f►otd DO
REL A T _f- 0 WO
Pr Al
Approved: 11,17 zl 41 lQ