HomeMy WebLinkAboutCC Res 5211 2004-02-23
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RESOLUTION NO. ~ / /
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF SEAL BEACH APPROVING STANDARD PLANS FOR
SEWER FACILiTIES,
2004 EDITION
WHEREAS, The Public Works Department of the City of Seal Beach has presented to the City
Council a certain publication which is desired by the Public Works Department to
be used in the design and construction of sewer facilities within the City of Seal
Beach; and
WHEREAS,' Said publication is the Standard Plans for Sewer Facilities, 2004 Edition; and
WHEREAS, The City Council desires to approve said publication as the minimum standard to
be followed for the design and construction of sewer facilities within the City of
Seal Beach and for projects requiring a Public Works Pennit; and to authorize the
Director of Public Works/City Engineer to make changes to said publication as
required by new regulations, for improvements to the sewer 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, DETERMfNE AND ORDER AS FOLLOWS:
SECTION 1. AdoDtion, adopts said publication as the ininimum standard to be followed
for the design and construction of sewer facilities with the City of Seal Beach,
SECTION 2, Authorization. Authorizes the Director of Public Works/City Engineer to
make changes to said publication as required by new regulations, for improvements to the sewer
infrastructure, and for the protection of public health and sa1t:ty,
PASSED, APPROVED AND ADOPTED by the City C~ the City of Seal Beach at a
meeting thereof held on the ~~ day of b~, 2004 by the
following vote:
AYES:
Couneilmember
NOES:
Councihnembers
ABSENT:
Couneilmel11.bers
~qf;J~~ f~
Mayor
STATE OF CALIFORNIA
COUNTY OF ORANGE
CITY OF SEAL BEACH
)
) SS
)
I, Joalme M. Y co, City Clerk of the City of Seal Beach, California, do hereby certify that the
foregoing resolution is an original copy of Resolution Number 5:2../1 on file in the Office of
the 'ty Cferk, passed, approved and adopted by the ~~leil of the City of Seal Beach at a
m etin thereaf Id on the I day of 'hAA 1-,2,004.
Resolution Number .5:2//
Otr*S'~~=
Public Works
1
STANDARD PLANS
for
SEWER FACILITIES
1
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 jurisdiction of the City of Seal Beach.
Standard plans are to be used 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 adopted Design Criteria/Manuals and Master Plans, Conformance
with these standards will~redtl~design costs and the processing time needed to review and
approve plans, The~.~ liohn,te.Ad'ed to be a substitute for professional engineering knowledge,
experience or judgm'E!rit..Any deviatiJRs from what is contained in the following documents must
be approved in ~filihg'bY thei.Elire9tbr\of Public Works/City Engineer, These standards may be
mod!fied from fl!1~{ t~e.l~~ r~iiiJi~ed, Please visit the Department website at www.sb-
Dubllcworks,com\to,cbeek-for. mew'or"\Jp.dated standards,
~-S~.Q.. ~ ~ ~. I
Douglas ,&i:UIRCS; ~~E~' Director of Public Works/City Engineer
J :1'" .,~~ .
t."...
1
1
*,1.'::;:,
Resoluti~n Number 5J./ /
SEE SBSD STD, DWG, S-4 FOR
FRAME '" COVER DETAILS
WARNING SIGN
~-C-3250 CONCRETE
W 4" MAX, SLUMP
E CAST IN
PlACE MONOLITHICALLY
2" SLOPE
R = 4"
BASE POURED AGAINST
UNDISTURBED SOIL
IF DISTURBED OR
GROUND WATER, CRUSHED
NOTES: ~~f~IF~~\tl~~D PER
1, PlACE lWO HALF MOON SHAPED PLYWOOD COVERS ( 5/8" THICK MINIMUM ) IN BOTTOM
OF MANHOLE AFTER SHAFTS HAVE BEEN SET TO KEEP DEBRIS FROM ENTERING SEWER,
2. FOR DROP MANHOLE SEE SBSD STD, DWG, S-13,
3, FOR MANHOLES LOCATED OUTSIDE PAVED AREAS, THE FRAME AND COVER SHALL BE SET
A MINIMUM OF 0,1 FT, ABOVE FINISH GRADE IN SHOULDER AREAS, UNPAVED ROADS OR
LANDSCAPED AREAS, AND 18" IN UNFINISHED AREAS,
4. ALL INLETS AND OUTLETS SHALL BE SUPPORTED WITH CONCRETE SUPPORTS PRIOR TO
POURING MANHOLE BASE,
5, MANHOLE LOCATIONS SHALL BE MARKED ON CURB FACE,
DRAWING-MANHOL~ DETAILS ST925R~_ fLAN
REVISIONS SUPEReEOES REFERENCES
DESCRIPTIONS
2" A.C, PAVEMENT~
12' IN UNPAVED AREAS
TOP OF PAVEMENT
OR EXIST, GRADE
PRECAST ECCENTRIC .
CONCRETE CONE,
ORIENT PER SBSD
SID, DWG, S-3
.4
pve UNER
(IF REQ'D) I ~ ~
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48" MIN,
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"4
SEAL BEACH SEWER DEPARTMENT STANDARD
REVIEWED
PUBLIC
Q
NO.
DEPUTY CITY ENGtNEER-RCE 61521
APPRCMIl
D1RECTOft OF PUBUC WORKS-RCE 57202
DRAWN BY: RC HEeKED BY: BZ
WORKS
10" MIN.
EXIST, A.B. ,
EXIST, A,C, PAVEMENT
470-C-2500 CONCRETE
W/4" MAX SLUMP
COLLAR AROUND MANHOLE COVER
FRAME, CIRCUlAR COLlAR
IN PAVED AREAS, SQUARE
COLlAR IN UNPAVED AREAS,
IN PAVED AREAS. MANHOLE
SHALL BE RAISED TO GRADE
AND CONCRETE COLlAR
POURED AFTER FINAL
SURFACE COURSE IS PlACED,
WATER TIGHT JOINTS.
SEE JOINT DETAILS SBSD
SID, DWG, S-2
ALL PRECAST MANHOLE
SECTIONS SHALL BE
MANUFACTURED IN
ACCORDANCE WITH
SPECIFICATIONS
1" SLOPE
,THE CROWN ELEVATION
OF STUB SHALL MATCH
CROWN OF MAIN LINE SEWER
INSTALL STOPPER IN STUB
INSTALL lWO l-FT
JOINTS AT INLETS AND
OUTLETS IF USING VCP
SHml0rl
C:\CII\'STD\S1DS-I REV 08-01-97
Resolution Number ~JI
PIPE SHAll BE LAID
WfTH END SQUARE INTO
M,H, BASE, UNLESS
OTHERWISE NOTED,
REMOVE TOP PORTION
Of PIPE, THEN
CONSTRUCT fiLLET
SHElf OVER PIPE TO
DRAIN
fOR LOCATION Of M,H,
SHAfT OPENING SEE
SBSD STD, DWG. S-J
M,H, STATIONING
0,10' MIN, fALL ACROSS
M,H, (1YP.) UNLESS SEWER
SLOPE GREATER, 0,20' MIN,
fALL fOR 9e1'M,H.
r--- ....., - --r
I I
I I
I I
I I
I I
I
PLAN
~,....
'.~ ,",: '.
.......1. .
, ,
JOINT SEALING
COMPOUND
, .
...;' ..": :~
.';.;:~ . ~ .' ~.
PLASTIC JOINT
MORTAR JOINT
SEE SBSD STD, DWG.
S-5 fOR PVC
PIPE CONNECTION
DETAILS
1
R-2XD
STUB (1YP.)
8. MIN, CONC, ENCASEMENT
(INCLUDING BEll)
2-1' JOINTS AT BOTH
INLETS AND OUTLETS
fOR VCP ONLY.
~
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~
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.
~
-
t
NOTES:
1, MORTAR JOINTS - SUFfICIENT MORTAR SHAll BE APPLIED ACROSS ENTIRE FACE OF
JOINT SO THAT WHEN PRECAST UNITS ARE PLACED ON TOP OF ONE ANOTHER, THE
MORTAR WILL SQUEEZE OUT BOTH THE INSIDE AND OUTSIDE WALL FACES, JOINTS SHALl
BE .POINTED UP. AFTER SETTING PRECAST UNITS EXCLUDING GRADE RINGS,
2. PLASTIC JOINTS - PERFORMED COLD-APPLIED READY-TO-USE PLASTIC JOINT SEAliNG
COMPOUND SHALL BE QUICK-SEAL PS SUPPLlEO BY QUIKSET UTILITY VAULTS, SANTA
ANA, CALIFORNIA - OR APPROVED EQUAL, MUST BE USED WHEN GROUND WATER IS
ENCOUNTERED.
REVIEWED
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-CONCRETE BASE AND JOINT DETAILS STANDARD PLAN
925 $-2
DEPUTY CfTY ENGINEER-RCE 81527
AI'PRllIom
PUBLIC
Q
NO.
REVISIONS
DESCRIPTIONS
DIRECTOR OF PUBUC WDRKS-RCE 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SUPEReEDES REFERENCES
1
SHEET 1 OF 1
C:\CITYSID\SlDS-2 REV 08-01-87
1
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Resolution Number 4Jz//
M,H. SHAFT
OPENING (TYP,)
SUMMIT M.H. (ONLY)
EITHER SIDE
DEPUTY CRY ENGINEER-RCE 81527
APPROVED
SUMMIT M,H. (ONLY)
t
DIRECTOR OF PUBUC WDRKS-RCE 572D2
DRAWN BY: RC ECKED BY: BZ
--
t
SUMMIT M.H, (ONLY)
1M( POSITION
REVIEWED
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-MANHOLE SHAFT LOCATION DETAILS
PUBLIC
Q
REVISIONS
DESCRIPTIONS
NO.
WORKS
STANDARD PLAN
'925 5-3
SUPERCEDES REfERENCES
SHEET , OF 1
c:\cmsm\Sl\lS-3 REY, OB-01 -97
Resolution Number ~II
1
l' THRU HOLE
SQUARE BLOCK
OR
DIAMOND TREAD
A
B
,,--
v
C
A
E
SECTION A-A
24"
34"
29"
23 ~.
SIZE
A
B
C
D
E
4'
6"
1.
4B" MANHOLES SHALL HAVE 24" COVERS,
60" MANHOLES SHALL HAVE 30" COVERS,
72" MANHOLES SHALL HAVE 36" COVERS,
WHERE FRAME AND COVER ARE SET lB" ABOVE GRADE, FOUR (4) ~. DIA.
INSERTS FOR ADJUSTABLE STUDS SHALL BE CAST IN TOP GRANDE RING,
ALIGNED AS DETAILED ABOVE, FRAME SHALL BE BOLTED TO GRADE ~ING,
2,
1 1 /4" LIFTING SLOT
(PICK HOLE)
A
FOUR !J(," DIA HOLES
DRILLED '':I FRAME TO
ACCEPT ~ ADJUSTABLE
STUD FOR GRADE RING,
SEE NOTE 2 BELOW.
1
o
30" 36"
3B" 44"
33" 39"
30" 36"
6" 6"
4" 4"
STANDARD PLAN
SEAL BEACH SEWER DEPARTlIENT STANDARD DRAWING-TRAFFIC MANHOLE FRAlIE AND COVER 925 5-4
RBIIEWED
REVISIONS
DESCRIPTIONS
DEPUTY a1Y ENGINEER-RCE 61527
~
PUBLIC
~
NO.
DIRECTOR OF PUBUC WORKS-RCE 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SUPEReEDES REfERENCES
1
SHEET 1 OF 1
C:\CIMml\ST1lS-4 REV, 08-0,-97
Resolution Number s::z//
PIPE
ZONE
12" lAIN.
SACK SLURRY
. "
I ~
PAVElAENT
ZONE -,
STREET 1S"
ZONE
TRENCH
ZONE
,
6" MIN.
" s" MAX.ON EACH SlOE OF PIPE (lYP.)
100-E-100 SLURRY
3/4" MAX. CRUSHED ROCK
PIPE SUSGRADE
PIPE BASE
PIPE FOUNDATION
FOR UNSTABLE SOIL -SEE NOTE 2
4" lAIN. -6", s" &< 10" PIPE
6" lAIN. - 12" PIPE AND LARGER
A NORMAL BEDDING
I M.H. lA.H. COUPLING
COUPLING
GASKET
TAPER PIPE AT
SPIGOT
FILL WITH
GROUT P.V.C. PIPE
MANHOLE BASE
A
.fJ.AM SECTION A A
NOTES: MANHOLE CONNECTION DETAILS
1. CONCRETE ENCASEMENT PER SBSD STD. DWG. S-1 0 SHALL BE USED WHERE THE TRENCH
WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAX. WIDTH SPECIFIED ABOVE.
2. IF UNSTABLE SOIL IS ENCOUNTERED, CrTY REPRESENTATIVE SHALL DETERlAlNE DEPTH OF
REMOVAL AND SIZE OF FOUNDATION ROCK REFILL MATERIAL.
3. SEE SBSD STD. OWGS. S-1 &< S-2 FOR lAANHOLE DETAILS.
I
STANDARD PLAN
SEAL SEACH SEWER DEPARTMENT STANDARD DRAWlNG-P.V,C. PIPE SEDDING Ii: SPECIAL DETAILS 925 5-5
REVIEWED PUBUC REVISIONS SUPERCEDES REfERENCES
..= _ _~._ Q ". DESCRIPTIO"'
DIRECTOR OF PU8UC WORKS-Ref 57202
DRAWN BY: RC CHECKED BY: BZ
WORKS
SHEET 1 or 1
~_.IJ8.oOt..,
Resolution Number ~II
~ PROPERTY LINE
I
I
VARIES
LOCATE LATERAL WITH 1-1/2"
HIGH "s" CHISELED IN FACE OF CURB
WHERE THE LATERAL CROSSES
UNDER THE CURB OR ON EDGE
OF CONCRETE ALLEYS IN OLD TOWN.
I
TYPICAL SIDEWALK
.'
Z
:i
'"
Z
:i
;..
WYE BRANCH
1/8 BEND
1/4" PER FT, OR 2.0:r:
BEDOING PER
SBSD STD. DWG. S-8 OR S-S
___ RISER PIPE
RISER PIPE
I
/ PLASTIC STOPPER
PLASTIC CAP
..-- JOINT COUPLING
1'- W/S.S. BANDS
OPTIONAL STOPPER DETAILS
NOTES:
1. LATERAL SIZE TO BE DETERlAlNED ON THE BASIS OF TOTAL NUlABER OF FIXTURE UNITS
DRAINED, BUT IN NO CASE SHALL THE LATERAL DIAMETER BE LESS THAN FOUR INCHES FOR
SINGLE OR MULTIPLE FAMILY RESIDENTIAL AND SIX INCHES FOR COlAMERCIAL OR INDUSTRIAL
LAND USES.
2. LATERAL TO BE INSTALLED TO PROPERTY LINE.
3. IF RISER NOT BUILT, PLUG WYE BRANCH WITH STOPPER.
SEAL BEACH SEWER DEPARTlAENT STANDARD DRAWING-VCP OR PVC TYPICAL LATERAL
STANDARD PLAN
925 5-6
REVIEWED
PUBUc
Q
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES REfERENCES
DEPUTY CRY ENGINEER-Ref 61527
APl'RD\IED
I
DIRECTOR Of PUBUC WORKS-Ref 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SHEET 1 or 1
C:\CITYS1D\STDS-6.DWG REV. 08-01-97
52//
Resolution Number
I
MllE;
THE BELL ON THE COLLAR WYE SADDLE
SHALL NOT BE ENCASED IN CONCRETE.
TAP TO BE MADE AT APPROX. CENTERLINE
OF JOINT.
CERAMIC WELD
OR BANDED
RUBBER COUPLING
""T -T
I (~... . I
11. .:7'.""- 11
_ : f-L-----I+- ----
II 11
" "
...11-_----:...JL
<1
I
..do <i......-.-"':d""
6" lAIN.-j
CONC. ENCASEMENT
~~"'1i.&:OgLUlAP
SECTION A-A
/
6" MI4 A 6" lAIN.
CUT IN WYE
,
CLAY OR PVC
B &< UP
CONNECTION BY
STD MANHOLE
NOTES:
1. THE SADDLE CONNECTION SHALL BE SECURED WITH 470-C-2S00
W /4" lAAX SLUlAP CONCRETE ENCASEMENT AFTER THE CONNECTION
IS APPROVED BY THE CITY REPRESENTATIVE.
2. ALL CHIPS, DIRT, EPOXY, lAORTAR, AND CONCRETE SHALL BE KEPT OUT OF THE SEWER,
3. DAMAGED PIPE SHALL BE REPLACED.
STANDARD PLAN
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-CUT IN WYE CONNECTION 925 5-7
REVIEWED
PUBUC
G)
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES REFERENCES
I
DEPUTY CITY ENGINEER-RCE 61527
"".ROIIED
DIRECTOR Of PUBUC WORKS-RCE 57202
DRAWN BY: RC CHECKED BY: BZ
WORKS
SHEET 1 or 1
C:\CITYS1D\STDS-7.DWG REV. 08-01-97
Resolution Number ~II
J:IJ)
U'"
z-
ll!~
....
12" MIN. P.C.C. OR A.C. W/A.B.
SACK SLURRY
PAVElAENT
ZONE
, ~~
~
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t
Cb.-. 00.....
~.
Cb... oq....
~.
0.. ~
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0.. :t
Cb.~ .
~
o %
Z
Q,.~ ~
~
PIPE 0.0.
" SEE NOTE 1.
12" SAND OVER
PIPE SE 30 lAIN.
o
12"
o
Cb. ~
~
.... ~
J:)"'f'(,' 0.0;
~... oq.....
~.
" I
I,
,
1 SACK SLURRY
TO UNDISTRUBED
SOIL
~
~
c:i
o
PIP~ ~BGBt-.Q.E ;>,t
..,
"''''
"'....
000
z
PIPE
BASE
~I
~,
Jo,
~
3/4" lAAX. I ~
I CRUSHED ROCK ~ r
----~ FOR UNSTABLE SOIL ~1--L-------i
CONDITION SEE NOTE 4 ~
PIPE FOUNDATION
4" MIN. 6", S" &< 10" PIPE
6" MIN. 12" PIPE AND LARGER.
I
TYPICAL NORMAL BEDDING
OVERWIDTH BEDDING
NOTES:
1. TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE WITHIN THE
FOLLOWING LIMIT FOR TYPICAL NORMAL BEDDING.
(A) MAXIMUM TRENCH WlDTH-O.D. PIPE OR BELL PLUS s" MAX. EACH SIDE
OF PIPE.
(B) MINIMUlA TRENCH WIDTH-O.D. PIPE OR BELL PLUS 6" lAIN. EACH. SIDE
OF PIPE.
2. OVERWlDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH AT THE UPPER
L1lAIT OF THE PIPE ZONE EXCEEDS THE lAAXllAUM WIDTH SPECIFIED ABOVE.
3. MAXIMUM OVERWIDTH BEDDING TO BE DETEMINED IN FIELD BY THE CITY
REPRESENTATIVE ON THE BASIS OF OVERWIDTH EXCAVATED.
4. IF UNSTABLE SOIL IS ENCOUNTERED. CrTY REPRESENTATIVE SHALL DETERMINE
DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK REFILL MATERIAL.
SEAL BEACH SEWER DEPARTlAENT STANDARD DRAWING-V.C.P. PIPE BEDDING DETAILS
STANDARD PLAN
925 5-8
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES REFERENCES
REW:WED
PUBLIC
G)
I
DEPUTY CITY ENGINEER-RCE 61527
APl'RD\IED
DIRECTOR OF PUBUC WORKS-RCE 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SHEET 1 OF 1
C:\CITYS1D\STDS-8.DWG REV. 08-01-97
I
I
I
Resolution Number ~"I
..
A.C.
PAVEME7
TOP OF
GROUND
CAST IRON C
MARKING
3/4" DIA. HOLE
470-8-2500-'/
W/4" MAX SLUMP
CONCRETE COLLAR
(ROUND)
.
.
470-B-2S00
W/4" MAX
slUlAP CONC.
COLLAR
(SQUARE)
GRASS AREA
It
I
PAVED AREA
SEE SBSD S-S AND S-B
FOR BEDDING REQUIRElAENTS
1/8 BEND
..
~
PLUG END WITH
STOPPER
UNDISTURBED SOIL
ELEVATION
QJ:
zl:;
'"
I=~
NOTES:
SECTION A - A
1. CLEANOUT PIPE TO BE SAME SIZE AND KIND OF MATERIAL AS MAIN.
SEAL BEACH SEWER DEPARTMENT STANOARO ORAWING-TERMINAL OR MAIN CUEANOUT DETAIL
STANDARD PLAN
925 5-9
REVIEWED
PUBLIC
Q
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES REFERENCES
DEPUTY aTY ENGINEER-RCE 61527
APPIIO\IED
DIRECTOR OF PUBUC WORKS-ReE 572D2
DRAWN BY: RC HECKED BY: BZ
WORKS
SHEET 1 OF 1
C:\CITYS1D\STDS-9.DWG REV. 08-01-97
Resolution Number ~//
TRENCH
WIDTH
6" MIN. ~
6" MIN.!
t
UNDISTURBED SOIL
'TYPE "A"
ALTERNATE TRENCH
WALL SEE NOTE 5
CONCRETE
ENCASElAENT
6" MIN.!
VARIABLE, DEPENDING
UPON PIPE SIZE AND
SOIL CONDITIONS
I
CONCRETE
ENCASElAENT
6" lAIN.
# 4 BARS
LONG. (lYP.)
6" lAIN.
TYPE "S"
2 - l' JOINTS
(APPLICABLE TO V.C.P. ONLY)
VARIES
I
-J" '1-- -J"
I
---r------
""'\..J-
SECTION
MIN. DETERlAlNED
BY PIPE SIZE
BEDDING - SEE SBWD STD. DWG.
s-s OR S-B
NOTES:
1. CONCRETE ENCASEMENT SHALL BE USED WHEN COVER IS UNDER 4' OR OVER 20'.
2. ENCASElAENT TO BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL
COMPACTED TO 90:r: RELATIVE DENSrTY.
3. NO. 4 STEEL REINFORCING BARS SHALL BE USED AS SPECIFIED.
4. TYPE OF CONCRETE ENCASEMENT TO BE USED WILL BE SHOWN ON PLANS OR AS
SPECIFIED BY CITY REPRESENTATIVE TO MEET UNFORESEEN FIELD CONDITIONS,
UNLESS NOTED OTHERWISE, ENCASEMENT SHALL BE 470-C-2S00
WITH 4" MAX. SLUMP CONCRETE.
S. WHERE SLOPED TRENCHES ARE USED, WALLS WILL NOT BEGIN TO SLOPE CLOSER
THAN 12" FROlA THE TOP OF THE PIPE.
STANDARD PLAN
925 5-10
REVIEWED
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-CONCRETE ENCASEMENT TYPE A, B Ii: C
SUPERCEDES REFERENCES
DEPUTY CRY ENQINEER RCE S1527
"".ROIIED
PUBLIC
Q
DIRECTOR OF PUBUC WORKS-RCE 57202
DRAWN 1l'I: RC HECKED BY: BZ
WORKS
NO.
REVISIONS
DESCRIPTIONS
I
SHEET 1 OF 1
C:\CITYS1D\SltlS-IO.llWG REV. 08-0'-97
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Resolution Number 52.1/
TRENCH
WIDTH
- -....:
--
B
ANCHORS
V.C.P. SEWER MAIN
-
SECTION
B
A-A
UNDISTURBED
SOIL
. z
""-
~
A
SAND
I BACKFILL
I
I
) ~r
_.J
3" MIN. CLEARANCE BETWEEN
REINFORCING STEEL AND EDGE
OF CONCRETE
SECTION B-B
3" TYPICAL
PIPE PIPE X
SLOPE SLOPE DISTANCE
100" 1:1 12'
66.6:r: 1-1/2:1 14' (}4 BARS
6" C.C.
50" 2:1 16'
40" 2-1/2:1 18' 3"
33.3" 3:1 20' TYPICAL
~ REINFORCING STEEL PATTERN
1. PIPE ANCHORS REQUIRED ON ALL SLOPES OF 3:1 OR STEEPER.
2. ANCHOR SHALL EXTEND 12" INTO NATURAL UNDISTURBED SOIL
3. CONCRETE SHALL BE S60-C-32S0 W/4" MAX. SLUlAP.
4. ANCHORS FOR TRAPAZOIDAL TRENCH SECTIONS WILL CONFORlA TO
TO TRENCH CROSS SECTION AND EXTEND 12" INTO UNDISTURBED SOIL
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-CONCRETE SLOPE ANCHORS
STANDARD PLAN
925 5-11
REVIEWED
PUBLIC
GJ
NO.
REVISIONS
DESCRIPTIONS
SUPERCEDES REFERENCES
DEPUTY' CIlY ENGINEER-ACE 61527
""PRlMIl
DIRECTOR OF PUBUC WORKS-RCE 57202
DRAWN BY: RC CHECKED BY: BZ
WORKS
SHEET 1 OF I
C:\CITYS1D\STDS-l1.DWG REV. 08-01-97
Resolution Number 51l./I
.'
V.C.P. MIN. CASING MIN. WALL
SIZE SIZE THICKNESS.
6" 16" 1.0. 1/4"
S" lB" 1.0. 1/4"
10" 21" 1.0. 5/16"
12" 24" 1.0. 5/16"
P.V.C. MIN. CASING MIN. WALL
SIZE SIZE THICKNESS.
6" 12" 1.0. 1/4"
B" 16" 1.0. 1/4"
10" lS" 1.0. 5/16"
12" 20" 1.0. 5/16"
STRAP (1YP.)
3" lAIN.
STEEL CASING
I
CARRIER PIPE
JOINT
r2" lAIN.
FOR EACH LENGTH OF PIPE, 3' LONG
4" X 4" SKIDS BEVELED AT BOTH ENDS,
SHALL BE STRAPPED IN PlACE 3" FROI-.4 EACH
END OF PIPE. NOTCH SKID TO SEAT STRAP.
STRAP SHALL BE 31 B STAINLESS STEEL.
~
I
1. UNUESS NOTED OTHERWISE, CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR
TUNNEL lAETHOD. IF OPEN-CUT INSTALLATION OF CASING IS ALLOWED, BACKFILL SHALL BE
IN ACCORDANCE WITH SBSD STD. DWG. S-S OR S-B.
2. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN IN SCHEDULE.
3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL-CIRCUMFERENCE.
4. UNFINISHED 4 "X4" REDWOOD SKIDS SHALL BE PROVIDED PER DETAIL ABOVE.
S. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING.
6. UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE TO BE VERIFIED PRIOR TO FILLING.
7. EACH END OF CASING SHALL BE SEALED WITH CONCRETE MORTAR.
RE.V\EWEl)
PUBLIC
Q
NO.
REVISIONS
DESCRIPTIONS
PIPE STANDARD PLAN
925 5-12
SUPERCEDES REFERENCES
I
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-STEEL CASINO
DEPUTY CRY ENGtNEER-RCE 61527
""PRO\IED
[)tRt1OlUt( Of PUBLIC WORICS-RCE 57202
DRAW BY' RC HECKED BY' BZ
WORKS
SHEET 1 or 1
C:\CITYS1D\STDS-I2.DWG REV. 08-01-97
I
I
I
1/16 BEND
MANHOLE
W/PVC LINER
DRY PACK
MECHANICAL
PLUG
. .
.-
..
4
4
. ..
Resolution Number
:r:2//
,-
REVERSE WYE
1/8 BEND
6" MIN. ALL SIDES
ALL PIPING TO BE SAIoIE
SIZE AS INTERCEPTED
SEWER
COLD JOINT - , 4 0
4" C.C. ALL SIDES
1/4 BEND
S60-C-32S
W /4" MAX. SLUlAP
CbNCRETE
CROWN ELEVATIONS OF lAAIN AND
DROP LATERAL TO BE EQUAL
SECTION
NOTES:
1. DROP MANHOLE TO BE USED FOR SPECIAL SITUATIONS ONLY, AND SHALL NOT BE
CONSTRUCTED WITHOUT CITY APPROVAL.
2. ALL NEW OPENINGS CONSTRUCTED INTO MANHOLE SHALL BE DONE BY CORE DRILLING.
3 INTERIOR WALL DF MANHOLE TO BE LINED WITH PVC LINER PER DESIGN STANDARDS
FOR SEWER FACILITIES AND STANDARD DRAWING S-14.
PUBLIC
~
REVISIONS
DESCRIPTIONS
STANDARD PLAN
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-DROP MANHOLE DETAIL 925 5-13
REVlE'oml
DEPUTY CITY ENGrNEER-RCE 81527
APl'ROIIED
NO,
DIRECTOR Of PUBUC WORKS-RCE 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SUPERCEOES REFERENCES
SHEET 1 OF 1
C:\CITYS1D\sroS-13.DWG REV. 08-01-97
Resolution Number ~~I
,
~~
.
o
'"
~
. 0 .
....::t;
~
a..
~
~
I{l
~
REMOVE PIPE
ABOVE SPRINGUNE
BY SAW CUTTING.
I
'-,
, .'
:-.
30-1 MIN.
2 - PREFORlAED CORNER
TURNBACKS UNDER FRAME
I
I
NON-SKID
SURFACE
. ON SH
, [PREFORMEt
'. CORNER
. . , WELO STRI
~
YeP
B" MIN. 2 _ 2'
~ JOINTS
~:]_ l_--_~]R YeP
----
----
I
.f,'
....
. -
.... ~
...
nJRNEW:K Of YeP SHAlL BE
A MINIMUM or 6". HaLO PVC
b~%pCW,9LjISI~ ilI\ftCE
APPLY CONTACT CEMENT ADHESIVE
TO BOTH SURFACES.
SEE SBSD STD, DWGS, S-l, S-2, S-4, S-5, S-13
STANDARD PLAN
925 5-14
REVIEWED
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-PVC LINED MANHOLE FOR SEWERS
SUPERCEDES REFERENCES
DEPUTY CITY ENGlNEER-RCE, 61527
APPROIIED
DIRECTOR OF PUBUC WORKS-RCE 57202
DRAWN BY: RC HECKED BY: BZ
PUBLIC
Q
REVISIONS
DESCRIPTIONS
I
NO,
WORKS
SHEET 1 Of 1
C:\CrrtSTD\STDS-l REV 08-01-97
.
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Resolution Number ~JI
T-LOCK RIBS OUTSIDE
ON THE GAS FLAP.
GAS FLAP
lA.H. SHELF
1-
4" TYP. ALL AROUND
WELD GAS FLAP TO
P.V.C. LINER WITH 1"
WELD STRIP
4"
WELD ALL
AROUND POCKET
=
P.V.C. UNER
"" . 1" FLAT STEEL BAR
SEALED IN PVC
VIEW A-A
NOT TO SCALE
IV^-
I
I
I
I
I
AI
1
SEE I
NOTE
I WRAP P.V.C. LINER 1
I AROUND Vr\i'P, AND I I}
I ~HR~,~ 'WIT~EEL A~ ,
I TAKE UP BOLT.
L________________
PLACE LOOSE FITTING P .V.C.
GAS FLAP ON ALL LATERALS wI
T -LOCK STRIPS TOWARD INSIDE
lA.H. '
EXIST, PIPE
2" WELD STRIP
I
.fI.At!
NOTE
FOR INSTALLATION AT EXISTING M.H., RElAOVE INTERFERING
CONCRE1'E AT END OF EACH LATERAL AND EXTEND VCP AS
SHOWN. GROUT IN PLACE. EXTEND PVC lA.H. LINER OVER
GROUT AND INSTALL GAS FLAP AS SHOWN.
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-P.Y,C. LINER Ii: GAS FLAP INSTALLATION
STANDARD PLAN
925 5-16
REVIEWED
PUBLIC
G)
NO,
REVISIONS
DESCRIPTIONS
SUPERCEDES REFERENCES
I
DEPUTY cny ENGlNEER-ReE .,527
API'ROYEIl
DIRECTOR OF PUBUC WORKS-Ref" 57202
DRAWN BY: RC HECKED BY: BZ
WORKS
SHEET lor,
~",""'1-17
1
I
I
10"
GRADE RINGS
",. .
,-
" ":
6" 0
8"
36"
.. .
"' ,-
" . . ~
" .-
":- :
.. .
i;', r
.,.
" .-
"',"
:. .~
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:....
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..... .
"':" ..
VAR
60"
Resolution Number~11
136"1
, '
,= .~ ::.~ .~ :: ; .~::
. . . . .
: ,...~
'.;"
: .. '.~
';":"
. .. .~
:.',;
....;.
','
TYPICAL SECTION
FLAT TOP MANHOLE
NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE
WITH SBSD STD. DWG. S-l.
2. REINFORCED CONCRETE lAANHOLE,
QUIKSET OR APPROVED EQUAL
3. FOR MANOLE FRAME AND COVER,
SEE SBSD STD. DWG, S-4,
FLA T TOP COVER
DEPUTY CITY ENQlNEER-RCE 61527
API'RD\IED
... -....
h ',\
036" DIA. DIRE~)PN
OF qw
I
I( I
" /
.... ,-
.... ...
.fLAM
NO.
REVISIONS
DESCRIPTIONS
STANDARD PLAN
925 $-17
SUPERCEDES REfERENCES
DIRECTOR OF PUHUC WDRKS-RCE 57202
DRAWN BY: RC CHECKED BY: BZ
REVIEWED
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-FLAT TOP MANHOLE
PUBLIC
Q
WORKS
SHEET lor,
~_,""I""
Resolution Number ~JI
r---~---------------- ----------1------------------------ I
, ,
, ,
A : I
, ,
, ,
! 1 :
, ,
I :
INLET. ;:-:/---: :;::;:;b:i~ W '
,
,
,
,
,
,
,
!
,
,
,
f-------------------------------L----------------------
I~ L
24-INCH MIN
r MANHOLE fRAME AND
COVER REMOVED
A
1
.1
e..LAM
STATIC WATER LINE
1
% L
y" L
L
SECTION A-A
CD II'!LET PIPE 4-INCH MINIMUM
@ INFLOW TEE AND STANDPIPE
G) CROSSOVER TEE AND STANDPIPE
o 9AFFLE WALL
@ OUTFLOW TEE AND STANDPIPE
NOTE:
GREASE INTERCEPTOR SHALL BE DESIGNED
IN ACCORDANCE WITH THE REQUIREMENTS OF
THE UNIFORM PLUMBING CODE. APPENDIX H_
SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING-TYPICAL GREASE INTERCEPTOR
STANDARD PLAN
925 5-18
REVIEWED
NO.
REVISIONS
DESCRIPTIONS
SUPERCEOES REFERENCES
PUBLIC
G)
1
DEPUTY CITY ENGINEER-RCE 61527
APPROVED
DIRECTOR OF PUBLIC WORKS-RCE 57202
DRAWN BY: RC CH~CKED BY: BZ
WORKS
SHEET 1 OF 1
C<\OT1SnI\SlDS-5,DWGllE.YlII-01-17