S-2008-3.1-3.5COSTA MESA SANITARY DISTRICT
XNIT44�,
CONSTRUCTION PLANS
V STREET AT HAR
PROJECT NO. 183
JULY 2008
COSTA MESA SANITARY DISTRICT
BOARD OF DI RECTORS:
SUPERVISED AND APPROVED BY: ARTHUR PERRY
COSTA MESA SANITARY DISTRICT
Qa�E�, ARLENE SCRAPER
'o B H"
No. 31720 ROBERT OOTEN AS—BUILT
A
� 12/31/08
Civ1NE ROBIN B. HAMERS, PE DATE JAMES FERRYMAN 09/05/2008
°F Nit ENGINEER
GARY MONAHAN
PREPARED BY:
COSTA MESA SANITARY DISTRICT
QR ESS /pi,.
No. 63489 p
(q 9 30
JOSEPH P. SINACORI II, PE DATE
PROJECT ENGINEER
SHEET 1 OF 5
O°'
SEAL\
BEACH
PROJECT
VICINITY
HUNTINGTON \
BEACH
s,
ti
ORANGE
LAGUNA t
BEACH
VICINITY MAP
SCALE 1" = 4 MILES
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF HARBOR
BOULEVARD SHOWN AS N00036'080E PER PARCEL MAP 98 -201, PMB 311/10 -14.
BENCHMARK
1F- 174 -04 ELEV= 81.690' DATUM =NAVD 88 /1995 ADJUSTED
DISCRIBED BY FD 3 3/4' OCS ALUMINUM BENCHMARK DISK STAMPED
"1F- 174-04" LOCATED IN THE SOUTHERLY CORNER OF A 4 FT. BY 8 FT.
CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWESTERLY
CORNER OF THE INTERSECTION OF HARBOR BOULEVARD AND VICTORIA STREET,
77 FT. SOUTHERLY OF THE CL OF VICTORIA AND 41 FT. WESTERLY OF THE
CL OF HARBOR BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK.
LOCATION MAP
NOT TO SCALE
SHEET INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 VICINITY MAP, LOCATION MAP, BENCH MARK, BASIS OF BEARINGS, AND SHEET INDEX
3 STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES
4 12" GRAVITY SEWER MAIN PLAN AND PROFILE
8" SEWER FORCE MAIN PLAN AND PROFILE
5 MISCELLANEOUS DETAILS
AS -BUILT
09/05/2008
CALL DESIGN essi PREPARED BY: gANIT COSTA MESA SANITARY DISTRICT SHEET
TOLL FREE JULY 2008
1_eoo- 227_2soo GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
TWO WORKING DAYS PROJECT N0. * VICTORIA STREET AT HARBOR BOULEVARD 2
BEFORE You DIG JOSEPH P. SINACORI II, PE DATE
Underground Service Alert '�.I QF N `! PROJECT ENGINEER ,�so` VICINITY & LOCATION MAP BENCH MARK, BASIS OF BEARINGS, SHEET INDDC
CMSD -183 �! COSTA MESA SANITARY DISTRICT r OF 5 SHEETS
REV. DATE BY DESCRIPTION
�ID
STANDARD SYMBLOLS
ENERAL NOTES
SEWER NOTES
- - CENTERLINE 1. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S "STANDARD PLANS 1. EXISTING SEWER MAINS AND LATERALS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION.
-- - EXISTING WATER LINE -SIZE AS INDICATED AND SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS" AS LAST REVISED, UNLESS
OTHERWISE INDICATED ON THE PLANS. 2. CONTRACTOR SHALL PROVIDE A DIVERSION PLAN FOR EXISTING SEWAGE FLOW DURING CONSTRUCTION
S PROPOSED SEWER LINE -SIZE AS INDICATED INCLUDING, BUT NOT LIMITED TO, PUMPS, TEMPORARY HOSES OR PIPING, PUMPER TRUCKS, PLUGS, AND
2. THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN ANY OTHER EQUIPMENT NECESSARY FOR THE DIVERSION OF EXISTING SEWAGE FLOW.
S EXISTING SEWER LINE - SIZE AS INDICATED FIVE DAYS AFTER AWARD OF CONTRACT AND NOTICE TO PROCEED BY THE DISTRICT. THE CONTRACTOR
WILL NOT BE ALLOWED TO BEGIN CONSTRUCTION UNTIL AFTER A PRE - CONSTRUCTION MEETING AND THE 3. ALL SEWER MAINS HAVE BEEN DESIGNED AROUND THE ASSUMPTION THAT THE LOCATION OF ALL EXISTING
_ -- EXISTING STORM DRAIN -SIZE AS INDICATED CONSTRUCTION SCHEDULE IS APPROVED BY THE DISTRICT. UTILITIES AS WELL AS EXISTING SEWER FACILITIES ARE AS SHOWN ON THESE PLANS. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO EXPOSE ALL PIPELINES INVOLVED IN CONSTRUCTION TO VERIFY THE
- - E - - EXISTING POWER CABLE 3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEWER PLANS AND THE CMSD STANDARD PLANS LOCATION, ELEVATION, AND PIPE MATERIALS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY
AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. OF THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE FIELD BASED UPON ACTUAL FIELD CONDITIONS IN
- - - T - - - EXISTING TELEPHONE CONDUIT A MANNER ACCEPTABLE TO THE DISTRICT.
4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM OFFICE OF THE DISTRICT ENGINEER AT (949) 631 -1731
- -- - - - -- TV - - - -- - EXISTING UNDERGROUND T.V. CABLE AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. NO FACILITIES SHALL BE BACKFILLED 4. THE INSTALLATION OF GRAVITY SEWER MAINS SHALL BE IN CONFORMANCE WITH THE PLANS.
UNTIL OBSERVED BY THE DISTRICT INSPECTOR. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE
- -- ... - - - - - - -TS - - - EXISTING TRAFFIC SIGNAL LOOPS DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 5. SEWER MAINS SHALL BE CLEANED WITH A SCRUBBING BALL PRIOR TO LEAKAGE AND INFILTRATION TESTS.
THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH FROM MANHOLES AFTER EACH REACH OF SEWER
G - EXISTING GAS LINE - SIZE AS INDICATED 5. THE CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD HAS BEEN CLEANED.
EXISTING RIGHT -OF -WAY LINE OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 645 -8400 EXTENSION 229.
6. SEWER MAINS, MANHOLES, AND APPURTENANCES SHALL BE AIR TESTED FOR LEAKAGE AND INFILTRATION
EXISTING CONCRETE CURB 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA AND IN THE PRESENCE OF THE DISTRICT INSPECTOR.
OTHER LOCAL GOVERNING AGENCIES.
- - - - - EXISTING WATER VALVE 7. SEWER MAINS SHALL BE INSPECTED USING PIPE MANDRELING AND CLOSED- CIRCUIT TELEVISION EQUIPMENT
7. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS IN CONFORMANCE PRIOR TO THE INSTALLATION OF PAVEMENT.
EXISTING FIRE HYDRANT (F.H.) WITH THE CITY OF COSTA MESA ENCROACHMENT PERMIT.
8. FINAL INSPECTION OF SEWER MAINS SHALL BE MADE BY THE CONTRACTOR IN THE PRESENCE OF THE
EXISTING WATER METER (W.M.) - SINGLE 8. THE CONTRACTOR SHALL COMPLY TO CONSTRUCTION WORK HOURS AS DEFINED ON THE CITY OF COSTA MESA DISTRICT INSPECTOR.
ENCROACHMENT PERMIT.
EXISTING WATER METER (W.M.) - DOUBLE 9. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN WATER, RECYCLED
J
9. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE WATER, AND SEWER MAINS PER CMSD STD DWG NO. S -110.
=C1 EXISTING CATCH BASIN (C.B.) SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL,
TRAFFIC CONTROL, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. 10. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN STORM DRAIN AND
PROPOSED MANHOLE M.H.
SEWER MAIN CROSSINGS PER CMSD STD DWG NO. S -109.
M.H. 10. THE CONTRACTOR SHALL MAINTAIN THE WORK AREAS IN A NEAT, SAFE, CLEAN, AND SANITARY
EXISTING MANHOLE
( ) CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE DISTRICT. STREETS SHALL BE KEPT
- - �- - - EXISTING ELECTRICAL OR TELEPHONE VAULT CLEAN OF DEBRIS, DUST, AND OTHER NUISANCE AT ALL TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY CLEAN -UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE
EXISTING TREE CONTRACTOR SHALL HAVE A VACUUM/BRUSH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES
DURING CONSTRUCTION.
EXISTING SHRUBS 11. ALL PAVEMENT REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAW
e DENOTES DETAIL NUMBER CUT PRIOR TO REMOVAL AND REPLACED IN CONFORMANCE WITH THE PLANS AND TO THE
6 SATISFACTION OF THE DISTRICT. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED
DENOTES SHEET NUMBER DUMP SITE.
TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED AND REPLACED SHALL BE SAWCUT
TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE
DENOTES APPROXIMATE HORIZONTAL POSITION OF JOINT AND REPLACED IN CONFORMANCE WITH THE PLANS AND TO THE SATISFACTION OF THE DISTRICT.
UTILITY CROSSING (IN PROFILE)
13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING LANDSCAPE AND SURFACE IMPROVEMENTS
TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED
ABBREVIATIONS
DURING CONSTRUCTION AT AN APPROVED DUMP SITE.
15. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. GROUNDWATER MAY
AB AGGREGATE BASE LAT LATERAL BE PRESENT DURING CONSTRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PREPARATION OF A DEWATERING PLAN IN CONFORMANCE WITH ALL REGIONAL
ABAND ABANDONED LF LINEAR FEET WATER QUALITY CONTROL BOARD REQUIREMENTS.
AC ASPHALT CONCRETE
ASPH ASPHALT PAVEMENT 18. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL USING BASE PAVEMENT OR
STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY PER THE ENCROACHMENT PERMIT SO ALL
MH MANHOLE LANES OF TRAFFIC CAN BE OPENED. STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR
BC BEGIN CURVE MIN MINIMUM SHALL TACK DOWN OR SPIKE STEEL PLATES AND INSTALL TEMPORARY PAVEMENT AROUND PLATE EDGES.
BCR BEGIN CURB RETURN 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS BEFORE
NAP NOT A PART BEGINNING ANY CONSTRUCTION WORK.
CB CATCH BASIN NTS NOT TO SCALE 18. EXISTING BENCHMARK/MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED
CCP CONCRETE CYLINDER PIPE SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED
CF CURB FACE R PROPERTY LINE PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR.
CO CLEAN OUT (SEWER) PP POWER POLE 19. EXISTING UTILITIES AND STRUCTURES VERIFICATION: THE EXISTENCE AND LOCATION OF ANY EXISTING
CONC CONCRETE PT POINT UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD
CONT CONTINUOUS PVMT PAVEMENT VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR
SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES
li CENTERLINE AND STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY
CMSD COSTA MESA SANITATION DISTRICT R R6918MCED CONCRETE PIPE DAMAGE TO THOSE LINES AND STRUCTURES. ALL COST OF POTHOLING AND EXPOSING SHALL BE BORNE
BY THE CONTRACTOR.
RCP
DIA DIAMETER REBAR REINFORCING STEEL 20. UTILITIES CONFLICT: IF THE EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE
DWG DRAWING REQ'D REQUIRED PLANS AND THERE IS A CONFLICT WITH THE PROPOSED FACILITIES, THE CONTRACTOR SHALL NOTIFY THE
DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO
R/W RIGHT -OF -WAY ELIMINATE THE CONFLICT.
EC END CURVE
EL ELEVATION SCH SCHEDULE
EXIST. EXISTING SO STORM DRAIN
SHT SHEET
FH FIRE HYDRANT STA STATION
STD STANDARD
FM FORCE MAIN
FG FINISHED GRADE TC TOP OF CURB
FS FINISHED SURFACE TS TRAFFIC SIGNAL
TYP TYPICAL
HPG HIGH PRESSURE GAS
HOR (HORIZ) HORIZONTAL VCP VITRIFIED CLAY PIPE
HWY HIGHWAY VERT VERTICAL
INV INVERT WM WATER METER AS-BUILT
IRR IRRIGATION
09/05/2008
CALL DESIGN ESS/ PREPARED BY: COSTA MESA SAWARY DISTRICT SHEET
TOLL FREE
JULY 2008 GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
,_eo0- 227_2600 o No. �a� 3
Two WORKING DAYS PROJECT NO. �, p* s s; VICTORIA STREET AT HARBOR BOULEVARD
BEFORE You DIG JOSEPH P. SINACORI II, PE DATE
PROJECT
Underground Service Alert REV. DATE BY DESCRIPTION CMSD -183 COSTA MESA GISANITARY DISTRICT` STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES OF 5 SHEETS
j
I
t t I 1
i 1 i.
-F=
-1-
i < ; Ip -_
+ r J i09QQ5A - t ± i ± ± ± I-
tI
t
i HORIZ:
VERT. •
1 —4 � 1
12" GRAVITY SEWER MAIN
STA. 1 +00.00
q EXISTING MANHOLE
12" GRAVITY SEWER MAIN
STA. 1 +39.74
Ili EXISTING MANHOLE
EXISTING STREET CENTERLINE
f'
i
O�
rvl o
_._ -' n 4'SD
ABAND ` { 1 C
i L'_ ' 1
gll i i l
WE K-hl
5 +00
NOTES TO CONTRACTOR
6 +00
1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER
NOTES ON SHEET NO. 3 DURING CONSTRUCTION.
2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES
AND STRUCTURES AS STATEDIN THE GENERAL NOTES.
3. CONTRACTOR SHALL COMPLY TO THE CITY OF COSTA MESA STANDARDS
AND ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION
WORK SHOWN HEREON.
4. EXISTING TRAFFIC SIGNAL LOOPS ARE NOT SHOWN ON PLAN. CONTRACTOR
SHALL REPLACE EXISTING TRAFFIC LOOPS DAMAGED DURING CONSTRUCTION
TO ORIGINAL CONDITION COMPLETE IN PLACE.
AS -BUILT
si
t
1+00
2 +00
8" SEWER FORCE MAIN 1
i i i i
I�
I
f
8" SEWER FORCE MAIN
STA. 5+00.00
I e !
STA. 8+05.28
5
CONNECT TO EXISTING - - - ! - - A - .
. -I _.... � 1 _ � -_, ._. J. _._
q INSTALL 450 BEND
8" SEWER FORCE MAIN
_
I
8" SEWER FORCE MAIN
- - -- I
f
STA. 8 +40.35
(
-_ _ _.... J.___.._
�__ INSTALL 450 BEND ROTATED UP
. _ ,
SCALE 1 20
• – I \ 3 0 ,n
(n 3
�
450 PER PROFILE
I
— ! N O ap
N to
Q
�
T
SEWER FORCE MAIN
� — _ __ STA. 8 +50.35
; 3 4
EXISTING CURB FACE (TYP.)
I f (
CONNECT TO EXISTING
----- _L1.r„� -- - — -- _.._..._., ......._..
12" GRAVITY SEWER MAIN
STA. 1 +00.00
q EXISTING MANHOLE
12" GRAVITY SEWER MAIN
STA. 1 +39.74
Ili EXISTING MANHOLE
EXISTING STREET CENTERLINE
f'
i
O�
rvl o
_._ -' n 4'SD
ABAND ` { 1 C
i L'_ ' 1
gll i i l
WE K-hl
5 +00
NOTES TO CONTRACTOR
6 +00
1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER
NOTES ON SHEET NO. 3 DURING CONSTRUCTION.
2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES
AND STRUCTURES AS STATEDIN THE GENERAL NOTES.
3. CONTRACTOR SHALL COMPLY TO THE CITY OF COSTA MESA STANDARDS
AND ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION
WORK SHOWN HEREON.
4. EXISTING TRAFFIC SIGNAL LOOPS ARE NOT SHOWN ON PLAN. CONTRACTOR
SHALL REPLACE EXISTING TRAFFIC LOOPS DAMAGED DURING CONSTRUCTION
TO ORIGINAL CONDITION COMPLETE IN PLACE.
AS -BUILT
si
t
IIIMI
WERE
7 +00
CONSTRUCTION NOTES
Oi REMOVE EXISTING 8" SEWER FORCE MAIN AND
INSTALL 8" PVC AWWA C900 PIPE (CLASS 200) AND MJ x MJ (RJ)
DUCTILE IRON FITTINGS (CLASS 350) WRAPPED WITH TWO LAYERS
OF POLYETHYLENE WRAP. INSTALL THRUST BLOCKS AT ALL
HORIZONTAL AND VERTICAL BENDS PER DETAILe
TRENCHING AND BEDDING PER DETAILe 5
5
O REMOVE EXISTING 12" SEWER AND INSTALL 12" EXTRA STRENGTH
VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS.
TRENCHING AND PAVING PER DETAILe
5
O3 CORE DRILL EXISTING MANHOLE AS NECESSARY TO INSTALL NEW
SEWER MAIN.
O4 MODIFY MANHOLE CHANNEL PER DETAILe
5
O5 CONNECT 8" SEWER FORCE MAIN TO EXISTING 8" SEWER FORCE
MAIN USING 8" WIDE RANGE FLEXIBLE COUPLING, FORD MODEL
NO. FC2W OR APPROVED EQUAL, WITH STAINLESS STEEL
HARDWARE AND FUSION - BONDED EPDXY COATING.
O8 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER
TO 48" BELOW EXISTING GRADE. REMOVE MANHOLE BASE.
BACKFILL WITH SAND AND COMPACT TO 90- PERCENT RELATIVE
COMPACTION. RETURN FRAME AND COVER TO DISTRICT YARD.
O7 INSTALL 12" VCP SEWER WITH FLEXIBLE RUBBER BAND SEAL
COUPLINGS PER DETAIL(
5
OS CUT AND PLUG EXISTING 21" SEWER LINE WITH 1 -SACK
SLURRY AT BOTH ENDS.
O9 REMOVE INTERFERING PORTIONS OF EXISTING 15" SEWER LINES.
CUT AND PLUG EXISTING 15" SEWER LINES WITH 1 -SACK SLURRY
AT BOTH ENDS.
CALL DESIGN �pQRpFESS�p�_ PREPARED BY: gANI COSTA MESA SANrTARY DISTRICT SHEET
TOLL FREE JULY 2008 y �Q+ P �1�
GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
1-800--227-2600 PROJECT N0. " IA 63�es a VICTOR STREET AT HARBOR BOULEVARD 4
TWO WORKING DAYS * ro o
JOSEPH P. SINACORI II, PE DATE
u BEFORE YOU DIG clvl� �� PROJECT ENGINEER
underground Service Alert CMSD -183 °�a �►t COSTA MESA SANITARY DISTRICT PLAN AND PROFILE OF 5 SHEETS
REV. DATE BY DESCRIPTION
1
f
IIIMI
WERE
7 +00
CONSTRUCTION NOTES
Oi REMOVE EXISTING 8" SEWER FORCE MAIN AND
INSTALL 8" PVC AWWA C900 PIPE (CLASS 200) AND MJ x MJ (RJ)
DUCTILE IRON FITTINGS (CLASS 350) WRAPPED WITH TWO LAYERS
OF POLYETHYLENE WRAP. INSTALL THRUST BLOCKS AT ALL
HORIZONTAL AND VERTICAL BENDS PER DETAILe
TRENCHING AND BEDDING PER DETAILe 5
5
O REMOVE EXISTING 12" SEWER AND INSTALL 12" EXTRA STRENGTH
VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS.
TRENCHING AND PAVING PER DETAILe
5
O3 CORE DRILL EXISTING MANHOLE AS NECESSARY TO INSTALL NEW
SEWER MAIN.
O4 MODIFY MANHOLE CHANNEL PER DETAILe
5
O5 CONNECT 8" SEWER FORCE MAIN TO EXISTING 8" SEWER FORCE
MAIN USING 8" WIDE RANGE FLEXIBLE COUPLING, FORD MODEL
NO. FC2W OR APPROVED EQUAL, WITH STAINLESS STEEL
HARDWARE AND FUSION - BONDED EPDXY COATING.
O8 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER
TO 48" BELOW EXISTING GRADE. REMOVE MANHOLE BASE.
BACKFILL WITH SAND AND COMPACT TO 90- PERCENT RELATIVE
COMPACTION. RETURN FRAME AND COVER TO DISTRICT YARD.
O7 INSTALL 12" VCP SEWER WITH FLEXIBLE RUBBER BAND SEAL
COUPLINGS PER DETAIL(
5
OS CUT AND PLUG EXISTING 21" SEWER LINE WITH 1 -SACK
SLURRY AT BOTH ENDS.
O9 REMOVE INTERFERING PORTIONS OF EXISTING 15" SEWER LINES.
CUT AND PLUG EXISTING 15" SEWER LINES WITH 1 -SACK SLURRY
AT BOTH ENDS.
CALL DESIGN �pQRpFESS�p�_ PREPARED BY: gANI COSTA MESA SANrTARY DISTRICT SHEET
TOLL FREE JULY 2008 y �Q+ P �1�
GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
1-800--227-2600 PROJECT N0. " IA 63�es a VICTOR STREET AT HARBOR BOULEVARD 4
TWO WORKING DAYS * ro o
JOSEPH P. SINACORI II, PE DATE
u BEFORE YOU DIG clvl� �� PROJECT ENGINEER
underground Service Alert CMSD -183 °�a �►t COSTA MESA SANITARY DISTRICT PLAN AND PROFILE OF 5 SHEETS
REV. DATE BY DESCRIPTION
I
\1
r, I0
REDUCER
4 DIA
VERT. OF PIPE
Lv
*12"
: BEARING SURFACE < a
lil Iji�. o a
412N t O
TYPICAL BEARING SURFACE PLAN PLAN
rim000mp
FOR \'L
�.N
HORIZONTAL BEND
SEE SCHEDULE
SECTION
REDUCER
MINIMUM THRUST BLOCK SIZE
11 1/4" BEND
22 112" BEND
45" BEND
90" BEND
Milli
PIPE
SIZE
DIMENSION
QTY.
DIMENSION
QTY.
DIMENSION
QTY.
DIMENSION
QTY.
LH X Lv
C.Y.
LH X Ly
C.Y.
LH X Lv
C.Y.
LH X Lv
C.Y.
4"
1'x1'
0.3
1.5'x1'
0.5
2'x1.5'
0.9
2.5'x2'
1.6
6"
1.5'x1'
0.5
2.5'x1'
0.9
2.5'x2'
1.8
3'x3'
3.3
8"
2'x1.5'
0.8
2.5'x2'
1.6
3'x3'
3.1
4'x V
5.6
10"
21x2'
1.2
2.5'x2.5'
2.4
4'x3.5'
4.6
5'x4.5'
8.5
12'
2.5'x2'
1.7
3'x3'
3.3
4.5x4'
6.5
6.5'x5'
12.0
-_NCH BOTTOM
<E
A
N
A. ^MBAR
ML
NOTES:
1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL
BEARING VALUE OF 1500 psf PRESSURE AND 250 psi TEST
PRESSURE WITH 3' -0" COVER MINIMUM.
FOR BEARING - 1000 psf, 1.5 X AREA/VOLUME SHOWN
FOR BEARING = 500 psf, 3.0 X AREA/VOLUME SHOWN
2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND
PLACED AGAINST UNDISTURBED SOIL. DESIGN ENGINEER
SHALL DETERMINE SIZES NOT SHOWN.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A15 AND A305
INTERMEDIATE GRADE.
4. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE.
THRUST BLOCK DETAILS
NOT TO SCALE
EXISTING 15" VCP SEWER
(TO BE REMOVED)
PROPOSED 8" SEWER
FORCE MAIN
EXISTING 15" VCP SEWER
(TO BE REMOVED)
P
�e\
a
EXISTING MANHOLE SHELF
CONSTRUCT 6" WIDE CONCRETE
OVERFLOW BERM TO 4" ABOVE
EXISTING FLOWLINE
r-- EXISTING MANHOLE SHELF
EXISTING 21" VCP
SEWER
EXISTING 60" MANHOLE
FILL CHANNEL WITH CONCRETE
TO TOP OF SHELF ELEVATION
EXISTING MANHOLE CHANNEL MODIFICATIC
(PROPOSED 8" SEWER FORCE MAIN TIE -IN)
SCALE: 1/2" = V -0"
INSTALL BASE PAVEMENT TO MATCH
EXISTING FINISH SURFACE
INSTALL CRUSHED AGGREGATE BASE
PER ENCROACHMENT PERMIT
SAWCUT LINE
EXISTING PAVEMENT --%
W
J
z00
s a.
w.41
3z
W<
N J
�a
oz
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00
x
rn
W W
N
Wl
z
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w
rt
18" MIN.
4" MIN. - 6", 8", do 10" PIPE -
6" MIN. - 12" PIPE & LARGER
IDENTIFICATION (WARNING) TAPE
INSTALLED 12" ABOVE THE PIPE
SAWCUT LINE IN AREAS WHERE TRENCH CROSS
EXISTING PAVEMENT TO BE PROTECTED
REPLACE EXISTING PAVEMENT
PER ENCROACHMENT PERMIT
REPLACE EXISTING AGGREGATE BASE
PER E%CR0AC1i1bi PERWT
O.D.
MAX.
3/4" MAXIMUM CRUSHED ROCK FOR GRAVITY SEWER LINES
IMPORTED SAND BEDDING AT 90% RELATIVE COMPACTION
FOR SEWER FORCE MAIN
TRENCH AND PAVEMENT NOTES:
1. TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT SHALL CONFORM TO THE LATEST
EDITION OF THE GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AND CITY OF COSTA MESA ENCROACHMENT PERMIT.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS
PRIOR TO ANY TRENCH AND PAVEMENT WORK.
3. GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY
THE CONTRACTOR. PAVEMENT MIX DESIGNS AND COMPACTION TESTS SHALL BE REVIEWED
AND APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR SHALL PROVIDE A REPORT
(4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT.
4. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT
REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S
CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTOR'S OWN EXPENSE.
5. CONTRACTOR SHALL REPLACE PAVEMENT TO THE THICKNESS OF THE EXISTING PAVEMENT
PLUS 1 -INCH OR 4 -INCH MINIMUM THICKNESS. CONTRACTOR SHALL REPLACE EXISTING
AGGREGATE BASE TO THE THICKNESS OF EXISTING AGGREGATE BASE PLUS 1 -INCH OR
6 -INCH MINIMUM THICKNESS.
6. CRUSHED AGGREGATE BASE SHALL BE USED FOR SUBGRADE REPAIR AND CONFORM TO
GREENBOOK STANDARD SPECIFICATIONS SECTION 200 -2.2 AND 200 -2.4.
7. BASE PAVEMENT SHALL BE PERFORMANCE GRADE 11183 -PG 64 MINUS 10 AND CONFORM TO
THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400-4. THE COMPACTION
OF BACKFILL AND AGGREGATE BASE SHALL BE INSPECTED AND APPROVED BY THE COSTA
MESA SANITARY DISTRICT PRIOR TO THE INSTALLATION OF BASE PAVEMENT.
8. TACK COAT SHALL BE PG 64 -10 AND APPLIED ON THE SIDES OF EXISTING PAVEMENT,
AND AT JOINTS ON TRENCHES, AND FOR PAVEMENT PATCHES.
9. FINAL PAVEMENT FINAL GRIND AND OVERLAY PAVEMENT PER SEPARATE CONTRACT.
10. IDENTIFICATION (WARNING) TAPE SHALL CONFORM TO THE SCWD STANDARD SPECIFICATION
SECTION 15151. TAPE SHALL BE GREEN IN COLOR. LETTERING SHALL BE BLACK IN COLOR
AND 2 -INCH MINIMUM IN HEIGHT WITH WORDING: "CAUTION: SEWER LINE BURIED BELOW.
TYPICAL TRENCH AND PAVEMENT DETAIL
NOT TO SCALE
EXISTING 8" SEWER FORCE MAIN)
TO BE ABANDONED
EXISTING 12" VCP SEWER--
ii
fir'
I
CUT AND PLUG EXISTING SEWER FORCE MAIN
WITH 1 -SACK SLURRY
�0 REMOVE EXISTING CONCRETE
. OVERFLOW BERM
p EXISTING MANHOLE SHELF (TO BE REMOVED)
a
EXISTING 12" VCP
SEWER
INSTALL FLEXIBLE RUBBER BAND --� �.
SEAL COUPLING, WITH SS SHEAR
RINGS, CLAMPS, AND BOLTS.
MISSION CLAY PRODUCTS OR
APPROVED EQUAL.
INSTALL NEW 12" VCP SEWE
EXISTING MANHOLE SHEL
(TO BE REMOVED)
EXISTING 21" VCP -
SEWER
INSTALL FLEXIBLE RUBBER BAND
j SEAL COUPLING, WITH SS SHEAR
RINGS, CLAMPS, AND BOLTS.
MISSION CLAY PRODUCTS OR
APPROVED EQUAL.
EXISTING 60" MANHOLE (TO BE REMOVED)
EXISTING MANHOLE SHELF (TO BE REMOVED)
CUT AND PLUG EXISTING SEWER LINE
WITH 1 -SACK SLURRY
EXISTING MANHOLE CHANNEL REMOVAL
(PROPOSED 12" GRAVITY SEWER INSTALLATION).
SCALE: 1/2" = 1'-0"
AS -BUILT
09/05/2008
DESIGN ESS/ PREPARED BY
COSTA MESA SANITARY DISTRICT SHEET
n TOLL FREE JULY 2008 F
GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
ca o No. 63489
1- 800 - 227 -2600 a ;__ 5
lin TWO WORKING DAYS PROJECT N0. * * JOSEPH P. SINACORI II, PE DATE VICTORIA STREET AT HARBOR BOULEVARD
c� n BEFORE YOU DIG CIVIC •�
= CMSD -183 ���� PROJECT ENGINEER EgO MISCELLANEOUS DETAILS OF 5 SHEETS
W Underground Service Aiert COSTA MESA SANITARY DISTRICT
3 REV. DATE BY DESCRIPTION
Milli
II
■
II
II
INSTALL FLEXIBLE RUBBER BAND --� �.
SEAL COUPLING, WITH SS SHEAR
RINGS, CLAMPS, AND BOLTS.
MISSION CLAY PRODUCTS OR
APPROVED EQUAL.
INSTALL NEW 12" VCP SEWE
EXISTING MANHOLE SHEL
(TO BE REMOVED)
EXISTING 21" VCP -
SEWER
INSTALL FLEXIBLE RUBBER BAND
j SEAL COUPLING, WITH SS SHEAR
RINGS, CLAMPS, AND BOLTS.
MISSION CLAY PRODUCTS OR
APPROVED EQUAL.
EXISTING 60" MANHOLE (TO BE REMOVED)
EXISTING MANHOLE SHELF (TO BE REMOVED)
CUT AND PLUG EXISTING SEWER LINE
WITH 1 -SACK SLURRY
EXISTING MANHOLE CHANNEL REMOVAL
(PROPOSED 12" GRAVITY SEWER INSTALLATION).
SCALE: 1/2" = 1'-0"
AS -BUILT
09/05/2008
DESIGN ESS/ PREPARED BY
COSTA MESA SANITARY DISTRICT SHEET
n TOLL FREE JULY 2008 F
GRAVITY SEWER AND SEWER FORCE MAIN REPLACEMENT
ca o No. 63489
1- 800 - 227 -2600 a ;__ 5
lin TWO WORKING DAYS PROJECT N0. * * JOSEPH P. SINACORI II, PE DATE VICTORIA STREET AT HARBOR BOULEVARD
c� n BEFORE YOU DIG CIVIC •�
= CMSD -183 ���� PROJECT ENGINEER EgO MISCELLANEOUS DETAILS OF 5 SHEETS
W Underground Service Aiert COSTA MESA SANITARY DISTRICT
3 REV. DATE BY DESCRIPTION