HomeMy WebLinkAboutCC Res 5210 2004-02-23
RESOLUTION NO. cd:2 /0
A RESOLUTfON OF THE CITY COUNCfL OF THE
CITY OF SEAL BEACH APPROVING STANDARD PLANS FOR
WATER FACILITIES,
2004 EDITION
WHEREAS, The Public Works Department of the City of Seal Beach has presented to the City I
Council a certain publication which is desired by the Public Works Department to
be used in thc design and construction of water facilities within the City of Seal
Beach; and
WHEREAS, Said publication is the Standard Pfans for Water Facilities, 2004 Edition; amI
WHEREAS, The City Council dcsires to approve said publication as the minimum standard to
be followed for the design and construction of water facilities within the City of
Seal 13 each and for projects requiring a Public Works Pennit; and to authorize the
Director of Public WorkslCity Engineer to make changes to said publication as
required by ncw regulations, for improvements to the water infrastructure, and for
the protection of public health and safety;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SEAL BEACH DOES
HEREBY RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
SECTION I. AdoDtion, adopts said publication as the minimum standard to be followcd
for the design and construction of water facilities with the City of Seal Beach,
SECTION 2. Authorization. Authorizes the Director of Pnblic WorkslCity Engineer to
make changes to said publication as required by new regulations, for improvements to the water 1
infi'astrueture, and for the protection of public health and safety,
AYES:
Couneilmcmbc
e City of Seal Beach at a
2004 by the
PASSED, APPROVED AND ADO!:J;Ep by the City Cou
mceting thereof held on the 07.at;,c. day of
following vote:
NOES:
Couneilmcmbers
ABSENT:
Couneilmembers
~cdilri~~~
yor
STATE OF CALIFORNIA
COUNTY OF ORANGE
CITY OF SEAL I3EACI-I
)
) SS
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,
I, Joanne M. Yen, City Clerk of the City of Seal Beach, Cali~a, do hereby certify that the
foregoing resolution is an original eopy of Resolution Number 10 on file in the OlIiee of
the City Clerk, passed, approved and adopted by the Cit Council of the City of Seal Beach at a
n ' thereof efd on t e ,it"" day of ,2 04.
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Resolution NUmber'~~~
STANDARD PLANS
for
WATER FACILITIES
06j *S'~~=
Public Works
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FEBRUARY 2004 EDITION
The following Standard Plans have been adopted by the City of Seal Beach as a guide for
standardization of "Public Works. within the City and have been prepared for the guidance of
engineers, contractors. and developers who have an interest in the preparation of plans and
construction of facilities and improvements under the jurisdiclion of Ihe City of Seal Beach,
Standard plans are to be uSEld in conjunction with the currently adopted edition of the Standard
Specifications for Public Works Construction, any adopted supplements or Department
amendments as well as any 8'cfopted Design Criteria/Manuals and Master Plans, Conformance
with these standards will reduce design costs and the processing time needed to review and
approve plans, They are not intended to be a substitute for professional engineering knowledge,
experience or judgment. Any'deviations from what is contained in the following documents must
be approved in writing by the Director of Public Works/City Engineer, These standards may be
modified from time to time as required, Please visit the Department website at www.sb-
oublicworks,com to check for new or updated standards,
Douglas A. Danes, P.E., Director of Public Works/City Engineer
Resolution Number ~/a
900 - 701
900 - 702
900 - 703
900 - 704
900 - 705
900 - 706
900 - 707
900 - 708
900 - 709
900 -710
900 - 711
900 - 712
900-713
900 - 714
900 -715
Table of Contents
Standard Plans for Water Facilities
I
1" Water Service Installation
1 1/2 "& 2" Water Service Installation
Permanent End of Line Blow off and Chlorination
3" Water Meter Assembly
Fire Hydrant Installation
Gate Valve & Valve Box Installation
16" Butterfly & Valve Box Installation
Multiple Water Meter & Service Box Installations
Multiple Water Service Connections to Main
1" Air Release & Vacuum Relief Assembly
Waterline Bedding Details
Thrust Block Details
Pipe Support Assembly
State Health Dept. Exceptions to Basic Separation Standards for DW
Reduced Pressure Backflow Assembly
1
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Resolution Number ~/O
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INSULATING fLANGE IS REQUIRED
ON CUSJDMER !WE OF WETER METER
IS TO BE Pf.JRtW.SED FROM lliE CRY
CENTER MOER IN THE 1lOX.
MATERIALS
rrEII NO, SIZE .t OESCRIFnON ...."",ACTIJRER SPEC. NO.
G)- DOUBLE STRAP BRONZE SERVICE JONES J-979 c.e.
SAIlOL.E ,. C,S, 0lJ'ILET !'OR NON-PYC FORD 2028
@- OOUBLE STRAP BRONZE SERVICE JONES J-9D C.C.
SAOOLE ,- C,S, 0lJ'ILET FOR PYC FORO 202BS C.C.
@)- ,. BRONZE CORPORATlON STOP JONES J40'
c,s. THREAD X COIAPIl[SSION FORD F-1000-t.
~- ,. x ,- BRONZE ANGLE MEYER JONES J-4201 -w
STOP W/l.OCKWlNG (COlM'RESSlON TYPE) FORD ~w
0- ,. COPPER 1\JBINO COPPER TYPE
""" SOFT
0- MEIER BOX W/UD BROOKS 37-T
EISEL <l37-T
I 0- &" BASE OF 3/" ROCK SEE erN STD. SPECS.
0-:- ,. x 1-1/.' lIEIER COUPUNG JONES J-128-H
IF REQ'D
@)- ,. SWIYa COUPUNG JONES J-'~
NOTES:
" SERVICE SADDLE SHALl. NOT BE INSTAlLED WITHIN '8' OF VAlVE, COUPLING, JOINT OR FmlNG,
TAPPED COUPLINGS ARE NOT PERMITTEO,
2, INSTAlL CORPORATION STOP WITH KEY SIDEWAYS IN OPEN POSmON,
3, SET TOP OF "ETER BOX FLUSH WITH SIDEWAlK OR CURB /oS SHOWN,
., THE WATER SERVICE SHAll. EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROIol THE
WATER MAIN TO THE "ETER STOP,
5, AlL FlmNGS SHALl. BE CO"PRESSION FIITINGS,
8, FOR END OF LINE SERVICE INSTALlATlON SEE STO, OWG, 703,
7, METER BOX SHAlL BE SET IN THE PMlJ(:NAY BETWEEN CURB AND SIDEWALK, WHERE THERE IS NO PARKWAY,
METER BOX SHAlL BE SET IN SIDEWALK, IN ALLEYS, METER BOX SHAlL BE 4' TO 6' FRO" PROPERTY LINE
IN THE PUBLIC RIGHT OF WAY, METER BOXES SUBJECT TO TIW'FlC LOADING SHAlL HAVE FLUSH CAST IRON
TRAFFIC LID,
8, PRIOR TO ORDERING MATERIAL, PLEASE CI\l.l. (562)-493-8660 EXT 433 FOR OETERMINATlON OF SPECIFIC
LID REOUIREMENT (TOUCH READ).
9, CHIP 2' "W" IN CURB FACE TO IDENTlFY POTABLE WATER SEFMCE LOCATlON,
1 " WATER SERVICE
~~ PUBLIC
I .JU,t28/01 G) NO.
DEPUTY em' ENGI Fl RCE D7202 1
APPRO'/ED
03/28/01
1 WORKS
REVISIONS
DESCRIPTIONS
3- 21-0 1 JW REVISIONS
STANDARD PLAN
701
SUPERCEDES REfERENCES
W-1 703
INSTALLATION
SHEET , OF ,
0:\KORAy\STANn.Jl0S\701,OWG REV: 03-28-0'
Resolution Number 521t)
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0-6", S", 10" OR 12" PVC OR DUCTILE IRON PIPE
~D.I, SPOOL
0- MECHANICAL JOINT CI>i' SADDLE
~ 2" BRONZE DOUBLE STRAP CLAoMP (JONES J-979 C,S, THREAD)
i'S NEEDED, PER STD, DWG. 7D2
0- 2' COPPER TUBING (LENGTH i'S NEEDED)
~ 2" COPPER 90' ELBOW
0-2" M.I,P, X SWEAT COPPER ADAPTER, AS NEEDED
e-=--2" CORPORATION STOP ASSEMBLY (JONES J-1503)
0- METER BOX, SIMILAR TO STD, DWG 702, WITH NO READING UD
@-=-THRUST BLOCK PER STD, DWG. 712
CD>- 2" BRASS NIPPLE WITH CI>i'
@--2" BAll V/>J..VE (J-1900)
10
PERMANENT END OF LINE BLOW OFF & CHLORINATION ASSEMBLY
STANDARD PLAN
703
I
RMEWED~
~2/01
OEPl.ltY D1Y ENGI EER-RCE 57202
APPROVED
01 22 01
PUBLIC
Q
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES
W-3
REfERENCES
712
702
HECKED BY:
WORKS
SHEET 1 Of 1
r
Resolution Number ~t'
3
1ll
1
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JI ~8' Ihl.kJ
6" thick 6
3'4
O9Or,
b...
PROrlLE VIEW: not to scale
VAULT SIZING;
minimum inside dmensions:
3" meter---4S"___ 84 'O"g
r.-------------
LLLLLLL
LLLLLLL
LLLLLLL
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PlAN VIEW: not to scale
1
CONSTRUCTION NOTES:
1. Compact, single register. compound meter w/attoched in line
stainless steel meter strainer. (Sensus SRH) Touch read if in a
vault.
2. Ductile iron flex coupling. Ford. Romac, Dresser or approved
equivalent.
3. Resilient seated gate valye with hand wheel operator " flanged
ends.
4. 3" Cia.. 52, mortar lined, DIP spindle piece (FOE). 12" long.
5. 2" corp stop and laddie.
6. 8" thick concrete slob or precast concrete vault floor of equal
specification. Reinforced with W1.4-v.'1.4 welO wtre me.h. Concrete
sholl be C-560-3250 mix. Vault manufacturer shall be as
approved by Waler Oept Call (582)-493-8880 exl. 433
GENERAL NOTES:
,. All above grade piping shall be painted with on Alkyd Enamel point system consisting of 0 2 mil primer coot and two(2) coats of
2 mils (each) high gloss enamel. Color shall be white, blue or red.
2. All below grade ductile Iron fittings and pipings shall be coated with a alphalt mastic material approved by City Engineer.
3. All flange joints shall be connected with type 316 stainless steel fasteners. Mechanicol joints sholl be joined with either malleable
iron or Belf-weathering CorTen Steet.
3" WATER METER ASSEMBLY
R~EW~
.-0+122/01
DEPlJ IT CIIY t.N t.EA-RCE 57202
APPROVED
PUBLIC
Q
NO,
22 01
E3606
BY'
WORKS
7. 3" Clan 52 mortar lined, DIP spindle piece (F"OE). 18- long.
Fabricate integrally with harness assembly lugs.
8. 4" Class 52. mortar lined, DIP spool piece (FeE). 50" long.
9. " Closs 52. mortar lined. DIP spool piece (FaE). 12." tonl).
(with 3"4 reducer must be 10 times the pipe diameter from
the meter)
10. Reces.ed 12-'12" sump, filled wi ~ -In rock.
11. Adjustable steel ~pe support. hot-dip galvanized after
fabrication per STD-W-32. Point to match piping and valving.
, 2. Diamond plate aluminum cover. Spring assisted. two piece
cover with locking. hinged. round meter reading lids centered
over eoch meter. Special design required for traffic loading
applications. .
, 3. .Unk-Seal" mechanical piping seal in annular space between
pipe DO. de: round. preealt vault opening.
REVISIONS
DESCRIPTIONS
STANDARD
704
SUPERSEDES REFERENCES
W-4 732
1
PLAN
SHEET 1 OF 1
Resolution Number
53./~
LOCATE THE 4" OUTLET
PERPENDICUlAR TO lliE
CURBUNE
I
GREATER THAN 20' - S" HYDRANT RUN
20' AND LESS - 6" HYDRANT RUN
HYDRANT (SEE NOTE 4
'" 5)
CONSTRUCT 3'X3'X4" THICK
CONCRETE PAll WlllilN PAAKWAY,
SEE NOTE 3
"BREAK-AWAY" BOLTS
,rcON HYDRANT FlANGE
i ONLY
*
r SIDEWALK
S"06" REDUCER ON
LONG SIDE OF STRITT
FOR THRUST
BLOCKS SEE
SBWD STQ,
DWG. 712
1
6" OR S" RESILIENT WEDGE GATE VALVE, RING-TIlE
BY FlANGE VALVE SHALL BE LOCATED AS CLOSE
TO THE MAIN LINE AS POSSIBLE OR AS OlliERWISE
DIRECTED BY CIlY ENGINEER,
NOTES:
1, HYDRANTS TO BE PAINTED YELLOW ACCORDING TO WATER DEPT, PAINT SCHEDULE,
2, HYDRANT FlANGE GASKET SHALL BE "FULL FACE" ANO OF RUBBER COMPOSITION l/B" THICK,
3, THE LOCATION OF HYDRANTS MUST MEET ALL OF THE FOLLOWING CONDITIONS;
A. MAINTAIN MINIMUM 1S" DISTANCE FROM BACK OF CURB. (PREFERRED LOCATION)
B, MAINTAIN MINIMUM 12" DISTANCE FROM EDGE OF SIDEWALK WHEN PLACED IN PARKWAY,
C, MAINTAIN A 4S" CLEAR WIDlli OF SIDEWALK FOR PEDESTRIAN ACCESS,
EXCEPTION: WHEN BECAUSE OF RIGHT OF WAY RESTRICTIONS, NATURAL BARRIERS OR OlliER EXISTING
CONDITIONS, THE CllY ENGINEER MAY DETERMINE THAT COMPLIANCE WOULD CREATE AN UNREASONABLE
HARDSHIP, AND UPON HIS/HER WRITTEN APPROVAL THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES,
D, MAINTAIN 36' CLEAR DISTANCE FROM ANY OBSTRUCTIONS,
4, FOR HYDRANT IN RESIDENTIAL AAEAS USE, HYDRANT WITH 1-4" '" 1-2 1/2' FIRE HOSE OUTLETS EAST
BAY lYPE JONES 3700 'WITH BRASS CAPS, 1 1/S" OPERATING NUTS,
5, FOR HYDRANT IN INDUSTRIAL/COMMERCIAL AREAS USE, HYDRANT wrrH 1-4" '" 2-2 1/2" FIRE HOSE
OUTLETS EAST BAY TYPE JONES 3765 WITH BRASS CAPS, 1 1/B" OPERATING NUTS,
01/22/01
K -
HECKED BY:
PUBLIC
~
WORKS
NO.
REVISIONS
DESCRIPTIONS
STANDARD PLAN
705
SUPEReEDES REFERENCES
712
707
FIRE HYDRANT INSTALLATION
I
R~~
22/01
~UIT ~fY f.N tEJf.~202
APPROYED
SHEET 1 OF 1
Resolution NumLer ~/O
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~ I=~. MINIMUM COPPER S~CE UNE
CURB fACE I I I I I
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--1 24" min. L...- ""' ""' ""' ""'
NOT TO SCALE
MULTIPLE WATER METER & SERVICE BOX INSTAllATIONS
REVISIONS
DESCRIPTIONS
GENERAL NOTES
1. METER BOXES SHAlL BE PlACED SUCH THAT SPACE BF:TWEEN BOXES IS A MIN"'UM Of ~ INCHES.
2. WHERE PRACTICAl., A CONCRcrE SlAB SHAlL BE POURED AROUND AND BEtWEEN MEtER BOXES,
3, REFER TO STD-709 fOR MULl1PLE WATER SERVICE CONNECTlONS TO lliE IofAIN.
~. CONCRETE METER BOX SHAlL BE fROM THE fOLLOWING:
fOR l' McrERS: fOR 2" METERS:
BROOKS I 375 BROOKS , 65S
J a: R I ~ 1/2 J a: R I 5 1/2
H a: C I 437 H a: C I 655 1/2
5, METER BOXES SUBJECT TO TRAfAC l.OADING SHALL HAVE FLUSH CAST IRON COVERS.
1
PUBLIC
G)
STANDARD PLAN
708
SUPERCEOES REfERENCES
W-3D 709
NO.
01 22 01
UB OR- 16
BY: K,Y, HEeKED BY:
WORKS
SHEET I Of 1
1
Resolution Number ~.I~
2 3
24' MIN 24" MIN I
II I
A
A
PLAN VIEW
1
GENERAL NOTES:
" REl'ER TO STD-701 I< STD-702 FOR AIlllI1101W. WAlER
SERVICE OUNL$,
2
SECTION A-A
MULTIPLE WATER SERVICE CONNECTIONS TO MAIN
ST ANDARD PLAN
709
1
RrnEWED~
.J}..1.f22/01
DEPUTY aTY ENGI ER RCE 57202
APf'RO\/EO
PUBUC
Q
HO.
REVISIONS
DESCRIPTIONS
SUPEReEDES
W-31
REFERENCES
701
702
WORKS
SHEET 1 OF 1
Resolution Number' ~~~
1/2' , X 4' ITEM MATERIALS
~ STAINLESS STEEL NO
'" ANCHOR BOLT CAST CD GALVANIZED STEEL VENTED PIPE
'-'Ii; IN SlAB (2 EACH
tSl( 3 ~T lIllT APART) COVER (CEBE-21) SEE NOTE 2 1
'-'n. 13 CD l' AIR & VACUUM REUEF VI>d...VE
. ::>
1"'" 4 SEE NOTE 2
@ 1" BRASS CLOSE NIPPLE
(3) 1" BRONZE BALL VALVE
@ l' MIP THREAD X SWEAT ADAPTER
@ COLD JOINT STRIP
:". G) 1" 90' SWEAT COPPER
Z 0 l' CORPORATION STOP
;;
. G) SIZE BY ," BRONZE SERVICE SADDLE
N BACK OF SIDEWI>d...K
(JONES J-979CC FORD 202 CC4)
MUST BE LEVEL OR D\ @ 1" SCH, SO PVC CLOSE NIPPLES AND
SLOPE UPWARDS 90 BENDS
2' PVC ' II @
SLEEVE I" COPPER TUBING TYPE K RIGID
@ THREADED PRE-FAB,
INSTALL OUTLET IN PVC SCREEN OUTLET
WITH RIGID STAINLESS
VERTICAL POSfTlON, STEEL SCREEN.
@ NYLON INSULATION
BUSHING
1
1:IQIES;
1. REFER TO STD. DWG, W-701 FOR OTHER NOTES,
2, PAINT PIPE COVER & AIR RELEASE VALVE
WITH I COAT OF PRIMER AND 2 COATS DF
FINISH PAINT
3, THE LOCATION MUST MEET ALL OF THE FOLLOWING CONDITIONS;
A. MAINTAIN MINIMUM lS" DISTANCE FROM BACK OF CURB, (PREFERRED LOCATION)
B, MAINTAIN MINIMUM 12" DISTANCE FROM EDGE OF SIDEWALK WHEN PlACED IN PARKWAY,
C. MAINTAIN A 48" CLEAR WIDTH OF SIDEWALK FOR PEDESTRIAN ACCESS.
EXCEPTION: WHEN BECAUSE OF RIGHT OF WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING
CONDmONS, THE CITY ENGINEER MAY DETERMINE THAT COMPLIANCE WOULD CREATE AN UNREASONABLE
HARDSHIP, AND UPON HIS/HER WRITTEN APPROVAL THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES,
D, MAINTAIN 36" CLEAR DISTANCE FROM ANY OBSTRUCTIONS,
NO.
REVISIONS
DESCRIPTIONS
STANDARD PLAN
710
SUPEReEDES REFERENCES
1" AIR RELEASE & VACUUM RELIEF VALVE ASSEMBLY
~EW<DBtl.
.JU.!22/01
DEPUTY CITY ENGINEER-Ref 57202
_R~
PUBUC
Q
1
WORKS
SHEET , OF 1
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PROfiLE VIEW: NOT TO SCALE
I
CONSTRUCTION NOTES:
G:> SQUARE STEEl PLATE. 12" x 12" x O.37et THICK.
@ BLANK STEEL PJPE SUPPORT TUBE. 2.5" DIAMETER x 14" LONa x
0.375" WALL THICKNESS.
o STAINLESS STEEL (31 B All.0Y) AU. THREAD ROD. 2.0. DIAMETER x
'8" LONG, TACK WELD 10 TOP HEX NUT.
o HEAW HEX HEAD STEEL (304 ItiOV) NUT,
tE\ SAOOfL SUPPORT, STEfl.. PIPE BEl<< OPEN TO ACCOMOD'-lE SAllE
\:V SIZE PIPE OR ROLLED STEEL FLAT 8M TO MATCH SUPPORTED PIPE
OR FTmNG RANCE 0.0. 3" NINltotu.. MDTH II 12" ROLLED u:NGlH.
FllllT W!l.D HEX NUT TO BOlTON or SAOOfL SUPPORT,
@ INSTALL BASE PLATE ON LEVEUNG COURSE OF HIGH STRENDTH
EPOXY CEMENT COIIPOUND,
CD COAT lHREAD5 WITH UBERAI. AMOUNT OF ANTI-CEASE COMPOUND.
li'DRILl. CONCRETE PAD OR VAUlT FlOOR AND MOUNT MS[ PLATE
~WITH 4 EACH, 1/2" STAINlESS STEEL CONCRETE ANCHOR BOLlS,
SEE. BASE PlATE TEMPlATE.
GENERAL NOTES:
Resolution Number ~)'~
6" T'I'P.
, 1 2
B
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, ~,
, \
, + 1
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.
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B4SE PlATE ORlWNG TEMPLATE
~
......---.
@
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~
0" THICK CONCRETE PAD OR
/ VAJ.JLT FlOOR SLAB. LEVEL PER NOTE "
DETAIL A: NOT TO SCALE
BASE PLATE ANCHOR BOLT
@THIGHTEN DOUBLE HEX NLIlS SNUG AGANST SUPPORT 1\I8E.
USE 80 FT.lBS.TDRQUE.
@TACK wElD AlL THREAD ROD TO HEAVY HEX NUT UNDER SUPPORT
SAllDI..E.
@RED HEAD- STAINlESS STEEL CONCRETE ANCHOR BOLT, 1/2"
Dw.tETER x 4" LONG.
@'/2' STAINlESS STEEl. HEX HEAD ANCHOR NUT, RED HEAD
OR JAlROYED EQUAL..
@,' . '/2' HEAW STAINlESS STEEL WASHERS. OOUBLE STACK ON
TOP or SUPPOIU PLATE.
" ALL PIPE SUPPOIU COMPONENlS SHALL BE HOT DIP DALVANlZED AFTER FABRlCA11ON, WITH lHE EXCEPTION or lHE AU. THREAD ROD,
2, ALL PIPE SUPPOIU COMPONENTS EXCEPT THE AU. THREI> ROD SHAlL BE PAINTED AFTER FIELD INSTAl.LATlON WITH AN EPOXIC
PAINT SYSTEM CONSIS11NG OF A 2 MILL PRl~ER COAT AND It 2 I.CILL COAT OF HIGH GLOSS EPOXIE SHAlL BE BLUE.
AND SHAll. WITCH lHE SUPPORTED PIPING .. Fl111NGS.
3, PIPE SUPPORTS SHALL BE INSTAU..ED ON ALL IlAC1(F1.OW PRtvEIlTION ASSEMBLES ...., AS INIlICATEll FOR ALL VAULT INSTAl.LATlONS,
PIPE SUPPORT ASSEMBLY
1 REVlE.WE~ PUBUC REVISIONS
~2/01 NO. DESCRIPTIONS
DEPUTY aTY ENGINEER-RCE 57202 Q
APPROVED . .
01 22 01 fliim
HECKED BY, WORKS
STANDARD PLAN
713
SUPEReEDES REFERENCES
W-32
SHEET , OF 1
4'~f)
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