HomeMy WebLinkAboutW_5186_SDIETERICH POST REORDER NC). 113013
1C_ITY OF NEWPORT BEACH
.FOR
ANA HEIG_HTS WATER ... COMPAN__Y
1I NT ERCON_.N_ECT
LOCATION PLAN
I'"~ 10'
BENCH MARK,
t.M.-20-70, 4"t ALUM. DISC STAMPED CM-20-70
SET ON TOP OF CONC. HOWL. 0. 7 N.E. OF S. W. .
ENO, IN S'L Y PART OF INT. OF MESA DR. ANO
IRVINE A VE. 59' S.E. OF THE 'i IRVINE (OLD
TUSTIN AVE.) 8. 38' S.W. OF 'i MESA.
ELEV. g25.87J(l976' ADJ.)
8" PVC P/1'£ t .SE
'TR/MEO /3,4G 4S
R£Qt) EXIST. 'G)
771. T£R V4l/t.T
/ S. C: SHEeT ,Z
PARKING
Ct/.R8
DATE BY DESCRIPTION
REVISIONS
SANTA ANA DELHI CHANNEL
C08V£
lililEBA
I
co.
PROJECT
LOCATION I/'-,,
• 1/ "
1
2
3
4
5
6
7
8
9
llil!WPOIIIT •
llll!ACH
co.
VICINITY MAP
N. T.S.
····coNSTRUCTION NOTES
WATER MAINS TO BE INSTALLED ACCORDING TO THE LATEST
STANDARDS AND SPECIFICATIONS OF THE CITY OF NEWPORT
BEACH,
CONTRACTOR TO HAVE ON JOB-SITE COPY OF THE LATEST
PLANS AND STANDARD SPECIFICATIONS AT ALL TIMES.
CONTRACTOR SHALL NOTIFY NEWPORT BEACH UTILITIES DEPT.
48 HOURS PRIOR TO CONSTRUCTION AT 644-3011.
ALL BOLTED F.ITTINGS. SHALL BE JOINED USING STAINLESS
STEEL BOLTS AND NUTS, WITH THE EXCEPTION OF MJ
FITTINGS AND RETAINER GLANDS WHICH MAY BE JOINED USING
DUCITE IRON TEE BOLTS AND NUTS.
SEPARATION BETWEEN SANITARY, SEWER, AND WATER MAINS
WILL BE 10' HORIZONTAL, 1' VERTICAL.
PROTECT ALL EXISTING UTILITIES IN PLACE.
WATER MAINS SHALL HAVE A 4211 MINIMUM COVER TO FINISH
GRADE.
WATER MAINS SHALL BE TESTED AT 225 P.S.I. FOR FOUR
HOURS,
BACKFILL MATERIAL SHALL HAVE A SAND EQUIVALENT OF 30
OR GREATER,
10 ALL DUCTILE IRON PIPE SHALL BE MINIMUM THICKNESS CLASS
52. IT SHALL BE GASKETED PUSH JOINT QR MECHANICAL
JOINT END CONFIGURATION. ALL BELOW-GRADE DUCTILE IRON
PIPE AND FITTINGS SHALL BE ENCASED IN AN 8-MIL LOOSE
POLYETHYLENE BAGGIE IN ACCOR'li) .. WITH AWWA SPECIFI-
CATIONS.
11 INSTALL THRUST BLOCKS AT ALL BENDS PER NEWPORT BEACH
STANDARDS.
12 CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL
UTILITIES PRIOR TO TRENCHING.
13 ALL VAULT PIPING AND METALLIC APPURTENANCES SHALL BE
PAINTED WITH 2 COATS OF ALKYD ENAMEL (5 MIL) DRY FILM
THICKNESS. COLOR SHALL BE "GLOSS BLUE",
APPROVED
Y TILITIES DIRECTOR R.E. NO. 38799
METER VAULT
FOR
DAT
APP'D. DESIGNED r-.,,,.,,,,
CHECKED
~ ......
s--u -$,
DRAWN
r,,r(
NEWPORT TRADE CENTRE
CITY OF NEWPORT BEACH w-::,/~-S
PUBLIC WORKS DEPARTMENT SHEET / Of 2_
l
I
I
I
I
I
I
.}
i
I
I
I
l
~ I
§
~ .,
" " ~
~
' ! I
\
~ z :,:
i;i
0
ill B ; I !I! =I t' 0
" 2 m • ~ § -"-~
r
~ ""
-
~ 0(
II JU
11
• I)'\ ~
(p
DETERICH POST REORDER NO. 113013
-
/!8 G,, -
I;) ~ . '
\9
-
\) .,
") ,<'Ii • '
' "''II \<l
TOP OF //-41/L T
£J.. ,30: 4 ~-
0
, "' ~
_E[ 2.3!.9 -
' r-.
"" i,~
-
-
10" 5" 9' '
\ ~
0 ..
"' '
0 -0
~ -
0 -.
0
-
L-®
B 9 s¢,--....
I I
I I
I I
I
7"
B
G
/4
0
~ G f
°'>
;.o,
0 0
'
" ~
0 0 0
/0-0
/8 ,, Ji!." 2k"
'
i
:
:
: '
0
0
·~
0
0
-1-+-HK-------+llt-t-=-+-+-.
! ,_ 0! ii. 'Ci-~ -~ ~ ! !
~ ~ 1,·~ _; 01 '' .o -
~r=p-·-'
I
' ~ .._ SLb.PE -.
PLAN
-
II
5" ,a·
I'\/
V'
A--;,
' I I
I I I I
'
' 1-'6
/' r-,., '
--
A
'-l--'J
&"
;,J,,
~
1!8
~
,-=.£XL-%'TI/V6 8" PVC
_IP .PE Cl/T .8/ICk'
AS_ .SHOWN
18
11
IU
UI
/0 2'1
£X/STING 8'p//C
C TOP OF 6/?,t//)/A/G
EL .30'() ±
J,..Y// 7/A.,YI/ \
@)
D
s,[ '
V,</l/1. T TO 8£ PL.I/CEO ON.;;,,
:I.'
T "'
VAl/t.T COYE.Ii SHI/LL BE tJl7lJL
-SPRING OP£N!N6, ALU/'1/NUl'l~=--
lll/lMONI). 08 CHKlJ l".t.B'T.L __ -_
/ll1ilL NON-DEl'"J.£CTJNG~N
i "'
NCJ N l'ROiV.O!NG h'/!JNOt.ES'
-sJ<Tnm,:;-715s /STEZIJilJ.ILT.
:1&.S]E!.ECTLON ____ tiil.7. t:B~ _
METER VAULT COVER
PLAN@
0/?/LLEO
h'OLE.5--
TYP
I! t,
.....
~ ~
~
. ' .
-~; ..
-...
!~ • "
1/
Z"
/!,:;,,
SECTION
> .,,\st~ ~-+
c:\J.. ti,.\~ .....
I r
I
N.T.S.
" "
-~ ~ ,,
"l "l . ' ' I~
• "'
8'f'V.C
88
I
/ -.....
ADJST; PIPE SADDLE -GRINNELL flQ. 264
2-1/2" HEXAGONAL STL ~UT \/fl 5/16" x
1-1/4" FLAT BAR STOCK STL HANDLE. -..___
I ' • I + I
\ I
2-1 /2" DIA "ALL-THR'D" ROD,
304 OR 316 S.S.
~ 3"• SCH 80 C:ALV. STL. PIPE.
12" LONG, WELD TO NUT
1/2" THK•l2" SQ STL PLATE
(1) 1/2" DIA. EXP. BOLTS
REDHEAD OR EQ~U:A~L_-----,dfrr]&:======--1".DRYPACK
0
0
0
0
0
0
@
@
ADJUST ABLE PIPE ·
SUPPORT DETAIL @
MATERIALS SCHEDULE
6" X 36" LONG STEEL PIPE SPOOL, 5/1611 THICK WALL,
MORTAR LINED & TAPE COATING F.B.E.
6 11 FLANGED END BUTTERFLY VALVE, WITH MANUAL HAND WHEEL
OPERATOR.
6" X 4 1/2 " LONG FLANGED END BY GROOVED END STEEL.
PIPE ADAPTER, 5/16" THICK, MORTAR LINED.
6" VICTAULIC COUPLING STYLE 77, WITH STAINLESS STEEL
NUTS & BOLTS.
6 11 CLAYTON PRESSURE REDUCING AND PRESSURE SUSTAINING
VALVE 92G-01 BK CKG (SUPPLIED BY CITY).
6 11 X 11 1/211 LONG FLANGED END X ·PLAIN END STEEL PIPE
SPINDLE, 5/16" THICK, MORTAR LINED WITH HARNESS
RESTRAINT LUGS. (2 PLACES).
6 11 DIAM. FLEXIBLE COUPLING WITH HARNESS TIE RODS_
611 MODEL ML-MS METER. STRAINER -WATER SPECIALTIES
(SUPPLIED BY CITY).
6" FLANGED TUBE-TYPE METER (TWO DIRECTIONAL FLOW)
CN-01-1 (WATER SPECIALTIES) (SUPPLIED BY CITY).
8" M.J. X 6" F.E. CONCENTRIC REDUCER WITH ONE SET M.J.
RETAINER GLANDS.
ADJUSTABLE PIPE SUPPORT ASSEMBLY PER DETAIL HEREON.
1211 DIAM. CAST IRON GRATING, ALHAMBRA FOUNDRY.
611 X 5 1/2" LONG FLANGED END X PLAIN END STEEL PIPE
SPINDLE, 5/16" THICK, M_ORTAR LINED. (NO HARNESS
LUGS).
o.s.H.A. DIMENSIONED GALVANIZED STEEL LADDER-
OR ALUMINUM WITH SIDE RAIL EXTENSIONS (2.EACH)
8" P:v.c. AIR VENT STACK PER ARMORCAST PRODUCTS
U 8 SR' PK OR EQUAL
8 11 P. V _ C-AIR VENT STACK PER ARMORCAST PRODUCTS
U 8 SR PK OR EQUAL
6' X 10' ALUMINUM VAULT DOORS -DOUBLE 3' X 10' WITH
SPRING HINGES, LOCKING HABP AND SAFETY RODS.
I 'Z. I
~DIAMETER X 6" WALL SLEEVE WITH WATER STOP NON-
SHRINK, WATER TIGHT CAULKING. SEAL ANNULAR OPENING
WITH "LINK-SEAL" MECHANICAL WATER SEAL.
~-
10' X 6' METER VAULT, ASSOCIATED CONCRETE PRODUCTS NO.
650, OR EQUAL, PER PLAN AND ELEVATION (SUPPLIED BY
CITY).
8" 45 DEGREE BEND M-J. X M.J. ENDS AND RETAINER GLANDS.
6" 45 DEGREE BEND M.J. X M.J. ENDS AND RETAINER GLANDS.
,,
I«'',;. ,x /,2".0EEP iCONc.
M/1/N SUMP Wl1H
C/IST IRON GR,fTE
c,qsr MONOt.lTH/C
OT COMPACTED C,,<fUSHE,O
l'?OCI( 01? S/1/V.0 rOF/ UN/rORM
SOIL. PRESSL/1?£
SECTION AA 0)
@)
@
@)
®
@
6" DIAMETER CLASS 52 D.I.P. WITH 8 MIL POLYETHYLENE
ENCASEMENT.
-N/1"1( YAtllr 1,qse
ELEVATIPN
.BENCH MARKi
t.M.-20-701 4"! ALUM. DISC STAMPED CM-20-70
SET ON TOP OF CONC. HOWL. 0.7 N.E. OF S.W.
END, IN S'L Y PART Of-INT. OF MESA DR. AND
IRVINE AVE-59' S.E. OF THE 'i. IRVINE IOL.D
TUSTIN AVE.I 8. 38' S.W. OF It, MESA_
.. ELEV. =25.87H1976 ADJ.l
NTS
ELEVATION
.0.81. H£f1V Y
HeX.Nur·
.57/IINLESS sn.u.__,-
PL.AN
HARNESS
END VIEW
-.STAINLESS STL. .Qll
TI-IR£.40CO RO.O 51,/i,
3''.q, SCH. 40 PIP£ cur
t/ WELDED /IS SHOWN
z-REC).O
ASSEMBLY
DATE BY
J
DESCRIPTION
REVISIONS
@
@
@
6" WET BARREL FIRE HYDRANT ASSEMBLY, PER CITY OF
NEWPORT BEACH STANDARD STD-500-L.
6 11 F-E-X M.J_ BUTTERFLY VALVE PER CITY OF NEWPORT
BEACH STANDARD STD-508-L-
6 ., SLIP-ON WELD FLANGE ANSI 125 LBS. FLANGE PATTERN.
6" X 6" TEE F.E. X F.E. MORTAR LINED WITH THRUST BLOCK
PER CITY OF NEWPORT BEACH STANDARD STD-510-L.
FIRE HYDRANT STREET MARKER PER CITY OF NEWPORT 'BEACH
STANDARD STD-902~L .
6" F. E. X M. J. BUTTERFLY VALVE PER CITY OF NEWPORT
BEACH STANDARD STD-508-L.
8 11 DIAMETER CLASS 52 D.I.P. WITH 8 MIL POLYETHYLENE
ENCASEMENT.
611 X 36 11 LONG STEEL SPINDLE 5/16" THICK WALL MORTAR
LINED AND TAPE' COATED.
APPROVED
TILITIES DIRECTOR
R.E. NO. 38799
METER VAULT
FOR
s-·u.-e, DAT,~---~-------t NEWPORT TRADE CENTRE
APP'D. DESIGNED ~"n?
CHECKE
DRAWN ,e"M CITY OF NEWPORT BEACH
PUBLIC WORKS DEP-ARTMENT SHEET 2.
~ :,;
ffi
0 r 0 a n n
!I i i ~ 'I i ! I ~ ~ ~ i z $ t ~ 'll • ~ □
~ ~ -
" ls! ,I! N ~ D ;
" ~ cl n ii:
-.' .. I ' -. :--, ~
... ,•":, ~i.1('
I
' ..
J