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CMSD STANDARD SEWER NOTES
1. The sewer system shall conform to the standards of
the Costa Mesa Sanitary District.
2. Contractor shall request inspection from the office
of the District Engineer 48 hours prior to
commencement of work. Telephone: (714) 631 -1731.
3. Any work performed without inspection from the
District shall be considered unacceptable.
4. Contractor shall obtain CMSD sewer permit prior to
commencement of work from the Department of Streets
and Sanitation, City of Costa Mesa, 77 Fair Drive.
Telephone: (714) 754 -5323.
5. Contractor shall obtain all necessary permits that
may be required by the local governing dgenc,.
NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RISPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
1I11S REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEOGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISIING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER.
UNDERGROUND STRUCTURES
ALL UNDERGROUND STRUCTURES OR STRUCTURES REPORTED BY THE OWNER OR
OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNFR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
IMPROVEMENTS PURSUANT THERETO AGREE TO ASSUME LIABILITY AND TO
HULU UNDERSIGNED HARMLESS FROM ANY DAMAGES RESULTING FROM THE
IXISTEMCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY
fill- UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED,
LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS
EXAMINED.
Till CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTLCI Till- UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
xt SPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
FORM DC- OE -92 -PF (REV. 1/88) + 1-1
SETA I L a 0 DE TA /L I, 1,
DETAIz _= d
SIDE VIEW (PLAN 4/EW 1W.DFNr1CALJ
TRENCH WIDTH
A 12" it 12" 7 tE 1� —
r
VALVE 10 BACKFILL X 0. D. X
Ends of Lhlmblc
hull not be sea lid
Cqu l'x Lctuouw 1� min_ See tbtc C
LhinA'lu A pipe --
"On new construction
thimble may be cast -
in -place alter tightly
See DETAIL A wrapping with 2 layers
of 15# tuilding paper
cN
sealed as per Moto A
ntld detail below.
ABUT;31fr
Extend thimble 5' min.
past end of wingwalls
Caulk betwoen It min.- -+i - 4u min. See Note A
thimble Ic pipe - - -� E'-- I
• /// — — — — Ends of
shall not be cealed�::)
See Ilote B I Sao flora C
ABUT ;71n'
norES -
A - Fill space between abutment &.
Galvanized strap thimble with grout or mortared
brick after tightly wrappinr
thimble with 2 luyors of 159
building paper.
p - Cradle spacing shall be deter-
mined by the Permittoe, but
shall not exceed IOC and shall
Air- be subject to State approval.
I IT C - Scrernll mesh, or porous
fabric may be used to prevent
1ha ck him material from entering
� � � �� rho thimble.
a.: .D .o•.�•I,o.. a e.
BEDDING ol:
:
it
BARREL OF PIPE BELL OF PIPE
NOTES:
6" MIN.
— TRENCH SHEETING
OR SHORING
6" MIN.
1. Bedding shall be composed of 3/4" crushed gravel
2. Backfill and shall be as required by.the local Agency.
3. "X" shall be between 6 and 8 inches and shall include the thickness of any shoring.
4. All trenching and bedding; operations shall be done in conformance to the Standard
Specifications for Public. Works Construction, and as required by the local Agency.
TRENCH DETA /L FOR PYC P/PE
TRENCH WIDTH
BACKFILL /, r X 1 0. I D. _IX
12"
BEDDING B /
/ TRENCH SHEETING
OR SHORING
SEWER LINE
t,
BEDDING A q;'.'• ".
co o: .o- ' '.o: 6" MIN.
a o p
BARREL OF PIPE BELL OF PIPE
NOTES:
1. Bedding A shall be composed of 3/4" crushed gravel.
2. Backfill and Bedding B siall be as required by.the local Agency.
3. "X" shall be between 6 aid 8 inches and shall include the thickness of any shoring.
4. All trenching and bedding operations shall be done in conformance to the Standard
Specifications for Publiz Works Construction, and as required by the local Agency.
� Galvanlzed anchor bolts
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PIPE
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1 - L'nst -in -I lace cradles 511,111 be 5el•Urcd to the
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brldl;n uot'flt 51ah with doaels. The contact
surface of the soffit -,lab shall ho thoroulhly
COSTA
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CMSD STANDARD SEWER NOTES
1. The sewer system shall conform to the standards of
the Costa Mesa Sanitary District.
2. Contractor shall request inspection from the office
of the District Engineer 48 hours prior to
commencement of work. Telephone: (714) 631 -1731.
3. Any work performed without inspection from the
District shall be considered unacceptable.
4. Contractor shall obtain CMSD sewer permit prior to
commencement of work from the Department of Streets
and Sanitation, City of Costa Mesa, 77 Fair Drive.
Telephone: (714) 754 -5323.
5. Contractor shall obtain all necessary permits that
may be required by the local governing dgenc,.
NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RISPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
1I11S REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEOGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISIING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER.
UNDERGROUND STRUCTURES
ALL UNDERGROUND STRUCTURES OR STRUCTURES REPORTED BY THE OWNER OR
OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNFR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
IMPROVEMENTS PURSUANT THERETO AGREE TO ASSUME LIABILITY AND TO
HULU UNDERSIGNED HARMLESS FROM ANY DAMAGES RESULTING FROM THE
IXISTEMCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY
fill- UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED,
LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS
EXAMINED.
Till CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTLCI Till- UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
xt SPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
FORM DC- OE -92 -PF (REV. 1/88) + 1-1
SETA I L a 0 DE TA /L I, 1,
DETAIz _= d
SIDE VIEW (PLAN 4/EW 1W.DFNr1CALJ
TRENCH WIDTH
A 12" it 12" 7 tE 1� —
r
VALVE 10 BACKFILL X 0. D. X
Ends of Lhlmblc
hull not be sea lid
Cqu l'x Lctuouw 1� min_ See tbtc C
LhinA'lu A pipe --
"On new construction
thimble may be cast -
in -place alter tightly
See DETAIL A wrapping with 2 layers
of 15# tuilding paper
cN
sealed as per Moto A
ntld detail below.
ABUT;31fr
Extend thimble 5' min.
past end of wingwalls
Caulk betwoen It min.- -+i - 4u min. See Note A
thimble Ic pipe - - -� E'-- I
• /// — — — — Ends of
shall not be cealed�::)
See Ilote B I Sao flora C
ABUT ;71n'
norES -
A - Fill space between abutment &.
Galvanized strap thimble with grout or mortared
brick after tightly wrappinr
thimble with 2 luyors of 159
building paper.
p - Cradle spacing shall be deter-
mined by the Permittoe, but
shall not exceed IOC and shall
Air- be subject to State approval.
I IT C - Scrernll mesh, or porous
fabric may be used to prevent
1ha ck him material from entering
� � � �� rho thimble.
a.: .D .o•.�•I,o.. a e.
BEDDING ol:
:
it
BARREL OF PIPE BELL OF PIPE
NOTES:
6" MIN.
— TRENCH SHEETING
OR SHORING
6" MIN.
1. Bedding shall be composed of 3/4" crushed gravel
2. Backfill and shall be as required by.the local Agency.
3. "X" shall be between 6 and 8 inches and shall include the thickness of any shoring.
4. All trenching and bedding; operations shall be done in conformance to the Standard
Specifications for Public. Works Construction, and as required by the local Agency.
TRENCH DETA /L FOR PYC P/PE
TRENCH WIDTH
BACKFILL /, r X 1 0. I D. _IX
12"
BEDDING B /
/ TRENCH SHEETING
OR SHORING
SEWER LINE
t,
BEDDING A q;'.'• ".
co o: .o- ' '.o: 6" MIN.
a o p
BARREL OF PIPE BELL OF PIPE
NOTES:
1. Bedding A shall be composed of 3/4" crushed gravel.
2. Backfill and Bedding B siall be as required by.the local Agency.
3. "X" shall be between 6 aid 8 inches and shall include the thickness of any shoring.
4. All trenching and bedding operations shall be done in conformance to the Standard
Specifications for Publiz Works Construction, and as required by the local Agency.
� Galvanlzed anchor bolts
Cast in cradle'
'
MENCII/ DETA IL FOR
Dr.
PIPE
U�rA 1L A
Cast -in-place or precast concrete Cradles
1 - L'nst -in -I lace cradles 511,111 be 5el•Urcd to the
brldl;n uot'flt 51ah with doaels. The contact
surface of the soffit -,lab shall ho thoroulhly
COSTA
MESA
SAN /TARY 01S7A' 1C7
cleaned prior to placeusnt of concruto.
• 2 - Precast cradles shall be securely fastened to
the bridlto soffit ulab with a two compommt
rpn.y adb,eslvo approved by the Stnte. The
contact un dace of the sot'rlt, slab shall bn
L•veted L cleaned prior t.n application or
the adhoslve.
DETA /L .aII
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES
DIST COL POST MILES SHEET T
TOTAL PROJECT NO 51
REGISTERED CIVIL ENGINEER
v s
PLANS APPROVAL DATE NO
R �
tap
CIVIL w
4.' PN
Il lV
VICINITY MAP
NOT TO dCALE
4T e
P NO l
ITCE31720
gCIV1l
J?le OF CAI If 0310%
U "M BUILT" 4/90
PpPO./ECT NO. 1112/00 - //O
PpOJECT
LOCAT /ON
234 E. 17 -T1H STREET , Sl11TE 205
COSTA MEJ'A , CA 92627 1'7147 631 -1731 MESA tDRYT 40AFRIMArS/NG
lj SE1�✓E�P FO�PCE MANN
D/ST.PleT EN6 11YEE.P- .POB/N9 HAMMS DATE
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