S-2005-2.2r
J
V
LEGEND
CATV
CABLE TELEVISION
C
TRAFFIC SIGNAL CONDUIT
E
ELECTRICAL
F.M.S.
EXISTING FORCE MAIN SEWER
3" G
EXISTING GAS LINE (SIZE AS INDICATED)
8" G
EXISTING SANITARY SEWER PIPE (SIZE AS INDICATED)
24" S.D.
EXISTING STORM DRAIN (SIZE AS INDICATED)
T
EXISTING TELEPHONE CABLE /DUCT
4" W
EXISTING WATER LINE (SIZE AS INDICATED)
- -��'
EXISTING MANHOLE
—; 1
EXISTING VAULT
EXISTING WATER /GAS VALVE
ASBESTOS CEMENT PIPE
EXISTING FENCE (TYPE AS INDICATED)
— — — — —
EXISTING CURB & GUTTER
— T- --r—IT
EXISTING ROAD
ASPH•
EXISTING GROUND
— — — — —
EXISTING PAVEMENT
— —� —
EDGE OF PAVEMENT
—� —
ENCASED PIPELINE
— — —
TEMPORARY EASEMENT LINE
—
PERMANENT EASEMENT LINE
ABBREVIATIONS
RIGHT OF WAY LINE (R /W)
CITY AND COUNTY BOUNDARY
CENTERLINE PIPELINE STREET
® AERIAL CONTROL POINT
FO+ FIRE HYDRANT (F.H.)
0-0 LIGHT STANDARD (L.S.)
—0 POWER POLE/TELEPHONE POLE (P.P. /T.P.)
ij TRAFFIC CONTROL BOX (T.C.B.)
❑ WATER METER (W.M.)
■ GAS METER (G.M.)
• TRAFFIC SIGNAL
•— TRAFFIC SIGNAL AND LIGHT STANDARD COMBINATION
■ TELEPHONE JUNCTION BOX (T.J.B.)
. SURVEY MONUMENT
TRAFFIC SENSOR LOOPS
@—DENOTES DENOTES DETAIL NUMBER
DRAWING NUMBER
ANGLE
UTILITY PLOTTED BASED ON POTHOLE INFORMATION
s
MESA CONSOLIDATED WATER DISTRICT
STANDARD WATER CONSTRUCTION NOTES
1. ENGINEERING PLAN CHECK /INSPECTION FEE AND PERFORMANCE GUARANTEE BOND
SHALL BE PAID AND APPLICATION PERMIT (A.P.) COMPLETED BY THE APPLICANT PRIOR
TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN
ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
2. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND
SPECIFICATIONS OF MCWD.
3. CONTRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD
SPECIFICATIONS AT ALL TIMES.
4. CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE:
949 - 631 -1291 -- ENGINEERING DEPARTMENT).
5. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S
NOTICE OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE CONTRACTOR.
6• SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL, 1'
VERTICAL.
7. PROTECT EXISTING UTILITIES IN PLACE.
8• WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE.
9• RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING #14).
10. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
11. BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
12. THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER MCWD STANDARD
DRAWING x%18, AND BE IN
COMPLIANCE WITH C.C.M. STANDARD DRAWING 813.
13. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
14. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO
CONNECTING TO EXISTING MAINS.
15. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P.,
BROKEN CONCRETE, AND NATIVE SOIL.
CITY OF COSTA MESA / PUBLIC SERVICES DEPARTMENT
SPECIAL CONSTRUCTION NOTES
1. A VALIDATED ENCROACHMENT PERMIT, INCLUDING TRAFFIC CONTROL PLANS, IS
REQUIRED FROM THE CITY OF COSTA MESA / PUBLIC SERVICES DEPARTMENT
PRIOR TO ANY WORK BEING PERFORMED WITHIN PUBLIC RIGHT OF WAY.
2. CURB AND GUTTER REMOVAL AND RECONSTRUCTION SHALL BE PER CITY OF COSTA
MESA STANDARD DRAWING NO. 312 OVER 6" CMB. MINIMUM LENGTH OF CURB
REPLACEMENT SHALL BE 8', EXTEND REMOVAL TO NEXT JOINT OR CRACK IF LESS
THAN 8' AWAY. RECONSTRUCT A MINIMUM OF 3' OF AC ADJACENT TO NEW
GUTTER, THE SLOT PAVE STRUCTURAL SECTION SHALL BE 1" GREATER THAN
EXISTING AC (6" MINIMUM) OVER 6" CMB OVER COMPACTED NATIVE. NEW CURB
AND GUTTER SHALL MEET MINIMUM GRADE STANDARDS. NO TUNNELING ALLOWED.
3• SPANDREL / CROSS— GUTTER REMOVAL AND RECONSTRUCTION SHALL BE PER CITY
OF COSTA MESA STANDARD DRAWING NO. 415 OVER 8" CMB. MINIMUM
CROSS— GUTTER RECONSTRUCTION SHALL BE 50%. MINIMUM SPRANDEL
RECONSTRUCTION SHALL BE 100%. CONTRACTOR SHALL RECONSTRUCT A MINIMUM
OF 3' OF AC ADJACENT TO SPANDREL / CROSS GUTTER. THE NEW AC SLOT
PAVE STRUCTURAL SECTION SHALL BE 8" AC OVER 8" CMB.
4• TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STANDARD
DRAWING NO. 813. MODIFIED AS FOLLOWS:
A) THE ASPHALT CONCRETE REPLACEMENT SECTION SHALL BE 1" GREATER
THAN EXISTING AC (6" MINIMUM).
B) NO SLURRY BACKFILL ALLOWED FOR TRENCHES WIDER THAN 12 ".
C) AREAS OF STREET PAVEMENT, LESS THAN 3' WIDE, REMAINING BETWEEN
THE EDGE OF GUTTER AND EDGE OF NEW TRENCH REPLACEMENT
PAVEMENT, SHALL BE REMOVED AND RECONSTRUCTED PER CITY OF
COSTA MESA STANDARD DRAWING NO. 813 AND AS MODIFIED HEREON.
SIDEWALK REMOVAL PER CITY OF COSTA MESA STANDARD DRAWING NO.811.
5• SIDEWALK RECONSTRUCTION PER CITY OF COSTA MESA STANDARD DRAWING NO.411,
412, AND 413 OVER 4" CMB. ANY SIDEWALK REMOVED WITHIN CURB RETURN
AREA SHALL BE REPLACED IN ITS ENTIRETY FROM BCR TO ECR PER CITY OF
COSTA MESA STANDARD DRAWING NO. 414 & 416 AND MODIFIED TO MEET A.D.A.
REGULATIONS.
DRIVEWAY APPROACH REMOVAL PER CITY OF COSTA MESA STANDARD DRAWING
6• NO.811. DRIVEWAY APPROACH RECONSTRUCTION PER CITY OF COSTA MESA
STANDARD DRAWING NO. 513, 514, AND 515 OVER 6" CMB AND MODIFIED TO
MEET A.D.A. REGULATIONS.
NO TREES LOCATED WITHIN PUBLIC RIGHT OF WAY SHALL BE REMOVED.
7.
MAINTAIN DRIVEWAY ACCESS TO PRIVATE PROPERTIES TO BE OPEN AT ALL TIMES,
8• UNLESS WAIVED BY OCCUPANT IN WRITING (TO BE SUBMITTED TO AND APPROVED
BY CITY.)
CORNER MONUMENTS AND CENTERLINE TIES:
9.
A) VERIFY ALL EXISTING CORNER MONUMENTS AND CENTERLINE TIES.
B) ALL DISTURBED CENTERLINE MONUMENTS MUST BE REPLACED AND
SUBMITTED TO COUNTY OF ORANGE.
C) PROVIDE THE CITY A COPY OF THE FINAL CORNER RECORDS APPROVED
BY THE COUNTY OF ORANGE.
/rAffiG'ORAP O" WAFAN 0
THESE RECORD DRAMIWW HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
DESCRIPTION I APPROVED I DATE
REVISIONS
ORANGE COUNTY SANITATION DISTRICT
WATSON AVENUE SEWER
LEGEND AND ABBREVIATIONS
I Dow= PES I
DATE
h
6 -13 -1 �o
NO NO.
2 or 12
0
ABAN.
ABANDONED UTILITY
ENC.
ENCASED R
RADIUS
A.B.
AGGREGATE BASE
E.C.
END OF CURVE R.R.
RAILROAD
N
N
A.C.P.
ASBESTOS CEMENT PIPE
EQ.
EQUATION R.W.
RECLAIMED WATER
ASPH•
ASPHALT
EXIST.
EXISTING R.C.B.
REINFORCED CONCRETE BOX
N
A.C.
ASPHALT CONCRETE
F.F.
FINISHED FLOOR R.C.P.
REINFORCED CONCRETE PIPE
B.C.R.
BEGINNING OF CURB RETURN
F.L.
FLOW LINE RPMP
REINFORCED PLASTIC MORTAR PIPE
B.C.
BEGINNING OF CURVE
FLIT.
FUTURE RT.
RIGHT
B.O.
BLOW OFF
HD.
HEAD R/W
RIGHT OF WAY
BOT.
BOTTOM
HOWL.
HEADWALL S
SLOPE IN FEET PER FOOT
BUR. CBL.
BURIED CABLE
H.P.
HIGH PRESSURE SPECS.
SPECIFICATIONS
BFV
BUTTERFLY VALVE
I.D.
INSIDE DIAMETER STA.
STATION
CAN
CABLE TELEVISION
INT.
INTERSECTION STL.
STEEL
C.I.P.
CAST IRON PIPE
INV.
INVERT T
TANGENT LENGTH
C.I.P.C.
CAST —IN —PLACE CONCRETE PIPE
IRR.
IRRIGATION WATER LINE TEL
TELEPHONE
C.B.
CATCH BASIN
LT.
LEFT V.C.P.
VITRIFIED CLAY PIPE
C.T.S.
CATHODIC TEST STATION
L
LENGTH W.S.P.
WELDED STEEL PIPE
C.M.L.C.S.P.
CEMENT MORTAR LINED & COATED STEEL PIPE
M.H.
MANHOLE
C.M.L.S.P.
CEMENT MORTAR LINED STEEL PIPE
MAX.
MAXIMUM
CENTERLINE
MIN.
MINIMUM
C.O.
CLEAN OUT
M.C.D.
MULTIPLE CONCRETE DUCT
CLR.
CLEARANCE
M.T.D.
MULTIPLE TITL DUCT
CONC.
CONCRETE
N
NORTHERLY
CONST.
CONSTRUCT
PVMT.
PAVEMENT
K
C.M.P.
CORRUGATED METAL PIPE
P.C.
PLASTIC CONDUIT
.o
CULV.
CULVERT
P.C.C.
POINT OF COMPOUND CURVATURE
C.F.
CURB FACE
P.I.
POINT OF INTERSECTION
DEFL.
DEFLECT
P.R.C.
POINT OF REVERSE CURVATURE
DIA•
DIAMETER
P.E.
POLTETHYLENE
DU.
DUCT
P.V.C.
POLYVINYLCHLORIDE PLASTIC PIPE
D.I.P.
DUCTILE IRON PIPE
P.P.
POWER POLE
E
EASTERLY
P.C.C.P.
PRESTRESSED CONCRETE CYLINDER PIPE
ELEC.
ELECTRICAL
C.C.P.
PRETENSIONED CONCRETE CYLINDER PIPE
ELEV.
ELEVATION
R
PROPERTY LINE, PLATE
co
s
MESA CONSOLIDATED WATER DISTRICT
STANDARD WATER CONSTRUCTION NOTES
1. ENGINEERING PLAN CHECK /INSPECTION FEE AND PERFORMANCE GUARANTEE BOND
SHALL BE PAID AND APPLICATION PERMIT (A.P.) COMPLETED BY THE APPLICANT PRIOR
TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN
ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
2. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND
SPECIFICATIONS OF MCWD.
3. CONTRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD
SPECIFICATIONS AT ALL TIMES.
4. CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE:
949 - 631 -1291 -- ENGINEERING DEPARTMENT).
5. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S
NOTICE OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE CONTRACTOR.
6• SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL, 1'
VERTICAL.
7. PROTECT EXISTING UTILITIES IN PLACE.
8• WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE.
9• RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING #14).
10. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
11. BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
12. THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER MCWD STANDARD
DRAWING x%18, AND BE IN
COMPLIANCE WITH C.C.M. STANDARD DRAWING 813.
13. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
14. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO
CONNECTING TO EXISTING MAINS.
15. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P.,
BROKEN CONCRETE, AND NATIVE SOIL.
CITY OF COSTA MESA / PUBLIC SERVICES DEPARTMENT
SPECIAL CONSTRUCTION NOTES
1. A VALIDATED ENCROACHMENT PERMIT, INCLUDING TRAFFIC CONTROL PLANS, IS
REQUIRED FROM THE CITY OF COSTA MESA / PUBLIC SERVICES DEPARTMENT
PRIOR TO ANY WORK BEING PERFORMED WITHIN PUBLIC RIGHT OF WAY.
2. CURB AND GUTTER REMOVAL AND RECONSTRUCTION SHALL BE PER CITY OF COSTA
MESA STANDARD DRAWING NO. 312 OVER 6" CMB. MINIMUM LENGTH OF CURB
REPLACEMENT SHALL BE 8', EXTEND REMOVAL TO NEXT JOINT OR CRACK IF LESS
THAN 8' AWAY. RECONSTRUCT A MINIMUM OF 3' OF AC ADJACENT TO NEW
GUTTER, THE SLOT PAVE STRUCTURAL SECTION SHALL BE 1" GREATER THAN
EXISTING AC (6" MINIMUM) OVER 6" CMB OVER COMPACTED NATIVE. NEW CURB
AND GUTTER SHALL MEET MINIMUM GRADE STANDARDS. NO TUNNELING ALLOWED.
3• SPANDREL / CROSS— GUTTER REMOVAL AND RECONSTRUCTION SHALL BE PER CITY
OF COSTA MESA STANDARD DRAWING NO. 415 OVER 8" CMB. MINIMUM
CROSS— GUTTER RECONSTRUCTION SHALL BE 50%. MINIMUM SPRANDEL
RECONSTRUCTION SHALL BE 100%. CONTRACTOR SHALL RECONSTRUCT A MINIMUM
OF 3' OF AC ADJACENT TO SPANDREL / CROSS GUTTER. THE NEW AC SLOT
PAVE STRUCTURAL SECTION SHALL BE 8" AC OVER 8" CMB.
4• TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STANDARD
DRAWING NO. 813. MODIFIED AS FOLLOWS:
A) THE ASPHALT CONCRETE REPLACEMENT SECTION SHALL BE 1" GREATER
THAN EXISTING AC (6" MINIMUM).
B) NO SLURRY BACKFILL ALLOWED FOR TRENCHES WIDER THAN 12 ".
C) AREAS OF STREET PAVEMENT, LESS THAN 3' WIDE, REMAINING BETWEEN
THE EDGE OF GUTTER AND EDGE OF NEW TRENCH REPLACEMENT
PAVEMENT, SHALL BE REMOVED AND RECONSTRUCTED PER CITY OF
COSTA MESA STANDARD DRAWING NO. 813 AND AS MODIFIED HEREON.
SIDEWALK REMOVAL PER CITY OF COSTA MESA STANDARD DRAWING NO.811.
5• SIDEWALK RECONSTRUCTION PER CITY OF COSTA MESA STANDARD DRAWING NO.411,
412, AND 413 OVER 4" CMB. ANY SIDEWALK REMOVED WITHIN CURB RETURN
AREA SHALL BE REPLACED IN ITS ENTIRETY FROM BCR TO ECR PER CITY OF
COSTA MESA STANDARD DRAWING NO. 414 & 416 AND MODIFIED TO MEET A.D.A.
REGULATIONS.
DRIVEWAY APPROACH REMOVAL PER CITY OF COSTA MESA STANDARD DRAWING
6• NO.811. DRIVEWAY APPROACH RECONSTRUCTION PER CITY OF COSTA MESA
STANDARD DRAWING NO. 513, 514, AND 515 OVER 6" CMB AND MODIFIED TO
MEET A.D.A. REGULATIONS.
NO TREES LOCATED WITHIN PUBLIC RIGHT OF WAY SHALL BE REMOVED.
7.
MAINTAIN DRIVEWAY ACCESS TO PRIVATE PROPERTIES TO BE OPEN AT ALL TIMES,
8• UNLESS WAIVED BY OCCUPANT IN WRITING (TO BE SUBMITTED TO AND APPROVED
BY CITY.)
CORNER MONUMENTS AND CENTERLINE TIES:
9.
A) VERIFY ALL EXISTING CORNER MONUMENTS AND CENTERLINE TIES.
B) ALL DISTURBED CENTERLINE MONUMENTS MUST BE REPLACED AND
SUBMITTED TO COUNTY OF ORANGE.
C) PROVIDE THE CITY A COPY OF THE FINAL CORNER RECORDS APPROVED
BY THE COUNTY OF ORANGE.
/rAffiG'ORAP O" WAFAN 0
THESE RECORD DRAMIWW HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
DESCRIPTION I APPROVED I DATE
REVISIONS
ORANGE COUNTY SANITATION DISTRICT
WATSON AVENUE SEWER
LEGEND AND ABBREVIATIONS
I Dow= PES I
DATE
h
6 -13 -1 �o
NO NO.
2 or 12
0