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GENERA. NOTES FOR 9FFSIT6
MIPROVEMENT PLAN
1. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY
SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS. THE
CONDITIONS OF APPROVAL AS APPROVED ON AUGUST 21, 2000,
AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER.
2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN
ACCORDANCE WITH CITY OF COSTA MESA STANDARD DRAWINGS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(GREEN BOOK) CURRENT EDITION.
3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS,
BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC
CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE
REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE
IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED
IN THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS,"
AND W.A.T.C.H. FAILURE TO DO SO WALL BE CITED UNDER APPLICABLE
SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WALL BE
CHARGED.
4. CONTRACTOR SHALL OBTAIN PUBLIC SERVICES DEPARTMENT EXCAVATION
AND CONSTRUCTION ACCESS PERMITS PRIOR TO START OF ANY ON- OR
OFF -SITE CONSTRUCTIONS IN PUBLIC RIGHT -OF -WAY AND REQUEST
INSPECTION FROM CITY PUBLIC SERVICES DEPARTMENT 24 HOURS IN
ADVANCE OF PERFORMING ANY WORK. TELEPHONE (714) 754 -5025, THE
CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS AND SIGNED
PLANS ON THE JOB SITE.
5. PERMITS WALL BE REQUIRED FROM THE MESA CONSOLIDATED WATER
DISTRICT, ORANGE COUNTY SANITATION DISTRICT, AND COSTA MESA
SANITARY DISTRICT FOR CONSTRUCTION OF WATER AND SEWER
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY EACH 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
6. GEOLOGIC AND /OR SOILS REPORTS PREPARED BY PACIFIC SOILS
AND DATED OCTOBER 27, 1999, HAVE BEEN REVIEWED AND
APPROVED BY THE BUILDING OFFICIAL INCLUDING ALL SUPPLEAWINTS,
ADDENDA, AND AMENDMENTS THERETO ARE INCLUDED BY
REFERENCE. COPIES OF THESE REPORTS ARE ON FILE AT
THE CITY PUBLIC WORKS DEPARTMENT. ALL RECOMMENDATIONS
CONTAINED THEREIN MUST BE FOLLOWED.
7. THE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIALS
TESTS AND ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED
NECESSARY, DUE TO THE FAILURE OF THE INITIAL TESTS. AS
DETERMINED BY THE CITY ENGINEER.
S. PAVEMENT AND BASE THICKNESSES AS SHOWN ARE BASED ON A
PRELIMINARY "R" VALUE. DURING CONSTRUCTION A SOILS TEST
SHALL BE MADE TO DETERMINE THE ACTUAL "R" VALUE AND THE
THICKNESSES WILL BE ADJUSTED ACCORDINGLY. TESTS SHALL BE
MADE BY A LICENSED SOILS ENGINEER AND APPROVED BY THE CITY
ENGINEER.
9. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE. SUBMIT
NOTIFICATION LETTER ALONG WITH PLANS TO SOUTHERN
CALIFORNIA EDITON, PACIFIC BELL, AND SOUTHERN CALIFORNIA GAS
COMPANY PRIOR TO APPROVAL OF PLAN.
10. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSER
ENGINEER AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER
APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER.
11. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT
OWNERS IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION
FROM THE OWNERS OF THE ADJACENT PROPERTIES, AND SUBMITTING A
COPY THEREOF TO CITY ENGINEERING DIVISION AND BUILDING
DEPARTMENT, jj
12. WORK, ONCE BEGAN, SHALL BE PROSECUTE TO COMPLETION
WITHOUT DELAY SO AS TO PROVIDE MINIMU *M* INCONVENIENCE TO
ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC.
13. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET
AND CURB DATA REFERS TO THE FACE OF THE CURB.
14. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL
AGGREGATE SHALL BE 5.6 PERCENT BY DRY WEIGHT.
15. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY
SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY.
16. CRUSH MISCELLANEOUS BASE MAY BE USED UNDER WALKS AND CURB
AND GUTTER IN LIEU OF CRUSHED AGGREGATE BASE.
17. ANY LOT CORNER OF OCEMA BM, MONUMENT, OR TIE DESTROYED OR
DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A
LICENSED. ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR
ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND OCEMA
BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 -1/2" X 11" PAPER
(ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN.
18. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND
APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR
AND/OR DEVELOPER SHALL BE "ELD LUABLE FOR ANY DAMAGE DUC
TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE
FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED,
NOTARIZED, AND RECORDED AGREEMENT BETWEEN THE AFFECTED
PARTIES WILL BE AFFECTED.
19. ALL HAUL ROUTES MUST BE APPROVED BY THE MANAGER OF
TRANSPORTATION SERVICES.
MPORTANT NOTICE
SECTION 4216 /4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
WILL BE VALID. FOR 'YOUR DIGALERT I.D. NUMBER
CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1- 80G- 227 -26000
TWO WORKING DAYS BEFORE YOU DIG cc
REVISIONS
NM DATE DEM RPTION AM.
ADDED WATER METERS AND MOVED BACKFLOW DEVICES CLOSER
TO BUILDING DA
ADPW IRRIGATION MAET'EQ5 ON MEg^ VERDE DRIVE.
DA
IMPROVEMENT PLANS
20. THE PROJECT SITE SHALL BE MAINTAINED IN A 'WET -DOWN'
CONDITION TO PREVENT EXCESSIVE DUST. SPILLAGE AND DUST SHALL
BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR
SPRINKLING; HOWEVER, WATERING, THAT RESULTS IN MUD ON PUBLIC
STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING
METHODS.
21. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION SHALL
CONFORM TO CCM STANDARD NO. 813. BORE UNDER EXISTING
IMPROVEMENTS - TUNNELING IS NOT ALLOWED. NO OPEN
EXCAVATIONS WILL BE ALLOWED OVERNIGHT - BACKFILL OR PLATE,
22. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN,
STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER.
23. "AS- BUILT' DRAWINGS SHALL BE SUBMITTED TO THE CITY
ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS AS
SHOWN ON THE APPROVED PLANS.
STANDARD WATER CONSTRUCTION NOTES
1. ENGINEERING PLAN CHECK/INSPECTION FEE AND PERFORMANCE GUARANTEE BOND SHALL
14. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING #4 OR 044
A DOUBLE CHECK DETECTOR ASSEMBLY WILL BE REQUIRED ON FIRE LINE SERVICES.
FIRELINE SERVICES SHALL NOT BE TURNED ON UNTIL THE DISTRICT ENGINEERING
DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR HIS AUTHORIZED AGENT,
REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIRELINE TO BE
TURNED ON. THE LETTER MUST ALSO CONTAIN THE MCWD FILE NUMBER, SIZE AND SERIAL
NUMBER OF THE DEVICE, AND JOB ADDRESS.
CUM STANDARD SEWER NOTE9
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
DISTRICT,
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48
HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731.
ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
UNACCEPTABLE.
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 -5307
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
LOCAL GOVERNING AGENCY.
CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS
AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
SEWER. TYPE "D' JOINTS, BAND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS
AND REPAIR WORK ONLY.
6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS,
STAMP 'r ON CURB AT SEWER LATERAL LOCATIONS.
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6'
BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL
BE RAISED TO GRADE PER STD. DWG. NO. S -105.
SEWER MANHOLE FRAME AND COVER SHALL BE LHAMBRA FOUNDRY A -1270, OR APPROVED
EQUAL. COVER TO BE STAMPED "SEWER."
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAW BEEN
RAISED TO GRADE.
PVC PIPE MAY BE USED ONLY WITN PRIOR APPROVAL FROM THE DISTRMT ENGINEER,
IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL
CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S- 110 -A OR S- 110-8.
DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD
OR FOUND TO BE DEFECTIVE.
ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. S -112.
A CLEAN OUT WILL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE
AND EDGE OF THE STREET RIGHT -OF -WAY.
15.
BE PAID AND APPLICATION/PERMIT (A.P.) COMPLETED BY THE APPLICANT PRIOR TO THE
5.
16.
APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN ACCORDANCE
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND
IMPROVEMENT PLAN SHEET INDEX
WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE
17.
BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
S.
2.
DEVELOPMENT IMPACT FEES SHALL BE COLLECTED BY THE DISTRICT AT THE TIME OTHER FEES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
STREET LIGHT PULL BOX
ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE AGREEMENT, WHICHEVER IS
ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
T.C.
FIRST. THIS FEE SHALL BE IN ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
7.
1
WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILI-
19.
SPECIFICATIONS OF THE R+ICwC
TIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
20.
INSTALL THRUST OR GRAVITY BLOCKS PER MCWD DISTRICT STANDARD DRAWING #11 OR #12.
8.
4.
CONTRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED
21.
AT ALL TIMES,
9•
56
CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE: (949) 631 -1291
10.
TOP OF WALL
INSPECTION DEPARTMENT).
THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
22.
CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TES71NO AND CHLORINAIM PRIOR TO
ft
6.
A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S NOTICE
RESPONSIBLE FOR THE CONTRACTOR'S AND SUBCONTRACTORS COMPLIANCE WITH THE FEDERAL
F.H.
OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE CONTRACTOR.
12.
7.
SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WALL BE 10' HORIZONTAL,
CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
1' VERTICAL.
PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
FINISHED SURFACE
13.
It
A 15' WATER MAIN EASEMENT WALL BE GRANTED TO THE MCWD FOR MAINTENANCE
INCLUDING SSAFETTY OF ALL PERSONS ANID PROPERTTYI,RAND THAT THHIIS REQUIREMENT SHALL
FLOW ARROW
PURPOSES, 5' FOR WATER SERVICES (7.5' EACH SIDE OF MAIN; 2.5' EACH SIDE OF SERVICE).
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER
25.
EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO THE DISTRICT NO LATER THAN 30 DAYS
14.
HIGH POINT
AFTER NOTICE OF COMPLETION IS FILED.
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
9.
SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF
15.
SEWER LINE
WATER METERS AND BOXES (PER MCWD'S STANDARD DRAWINGS #1, #2 AND #3).
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD
26.
IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY
16.
10.
WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW
AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
P.A.
DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED,
= --
ELECTRICAL LINE
TESTED, APPROVED, AND CERTIFIED. CONTACT WATER QUALITY AT (949) 574 -1031.
17.
11.
PROTECT EXISTING UTILITIES IN PLACE,
18.
12.
WATER MAINS WILL HAVE 42" MMOMUM COVER TO FINISH GRADE.
19.
13.
RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING #14).
14. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING #4 OR 044
A DOUBLE CHECK DETECTOR ASSEMBLY WILL BE REQUIRED ON FIRE LINE SERVICES.
FIRELINE SERVICES SHALL NOT BE TURNED ON UNTIL THE DISTRICT ENGINEERING
DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR HIS AUTHORIZED AGENT,
REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIRELINE TO BE
TURNED ON. THE LETTER MUST ALSO CONTAIN THE MCWD FILE NUMBER, SIZE AND SERIAL
NUMBER OF THE DEVICE, AND JOB ADDRESS.
CUM STANDARD SEWER NOTE9
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
DISTRICT,
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48
HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731.
ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
UNACCEPTABLE.
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 -5307
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
LOCAL GOVERNING AGENCY.
CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS
AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
SEWER. TYPE "D' JOINTS, BAND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS
AND REPAIR WORK ONLY.
6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS,
STAMP 'r ON CURB AT SEWER LATERAL LOCATIONS.
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6'
BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL
BE RAISED TO GRADE PER STD. DWG. NO. S -105.
SEWER MANHOLE FRAME AND COVER SHALL BE LHAMBRA FOUNDRY A -1270, OR APPROVED
EQUAL. COVER TO BE STAMPED "SEWER."
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAW BEEN
RAISED TO GRADE.
PVC PIPE MAY BE USED ONLY WITN PRIOR APPROVAL FROM THE DISTRMT ENGINEER,
IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL
CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S- 110 -A OR S- 110-8.
DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD
OR FOUND TO BE DEFECTIVE.
ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. S -112.
A CLEAN OUT WILL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE
AND EDGE OF THE STREET RIGHT -OF -WAY.
15.
INSTALL BLOW -OFF PER MCWD STANDARD DRAWING 1i9.
1 I E IMF NOTK TO COiVTAACTOF[ - -
16.
WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND
IMPROVEMENT PLAN SHEET INDEX
3 THRU 8
STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE
17.
BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
FROM PROTECTING FROM DAMAGE.
18.
THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER MCWD STANDARD DRAWING
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
STREET LIGHT PULL BOX
#18, AND BE IN COMPLIANCE WITH C.C.M. STANDARD DRAWING 813.
ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
T.C.
TOP OF CURB
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CURB FACE
T.E.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILI-
19.
CHIP 2" "W I N CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
TIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
20.
INSTALL THRUST OR GRAVITY BLOCKS PER MCWD DISTRICT STANDARD DRAWING #11 OR #12.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
T.G,
TOP OF GRATE
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED
21.
CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING,
A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCON-
"OCCUPATIONAL
E.P.
EDGE OF PAVEMENT
TRACTORS SHALL COMPLY WITH THE SAFETY AND HEALTH REGULATION" OF
TOP OF WALL
F.F.
THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
22.
CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TES71NO AND CHLORINAIM PRIOR TO
INDUSTRIAL RELATIONS, "CONSTRUCTION SAFETY ORDERS ". THE CIVIL ENGINEER SHALL NOT BE
FINISHED GRADE
CONNECTING TO EXISTING MAINS.
RESPONSIBLE FOR THE CONTRACTOR'S AND SUBCONTRACTORS COMPLIANCE WITH THE FEDERAL
F.H.
FIRE HYDRANT
AND STATE REGULATIONS.
23.
CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P., BROKEN
CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
CONCRETE, AND NATIVE SOIL
PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
FINISHED SURFACE
SIBILITY
WATER METERS AND BOXES TO BE INSTALLED BY MCWD BUT PAID FOR BY 0IMERx
INCLUDING SSAFETTY OF ALL PERSONS ANID PROPERTTYI,RAND THAT THHIIS REQUIREMENT SHALL
FLOW ARROW
G. M.
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER
25.
A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED
AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM
HIGH POINT
SERVICES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
INV.
METERED SERVICE. CQt4TACT MAZER QUALITY AT (94Q) 574 -103t.
ON THIS PROJECT.
SEWER LINE
LT
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD
26.
IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY
CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION,
MANHOLE
T --
AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
P.A.
PLANTER AREA
= --
27. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN MCWD EASEMENT OR WITHIN 7.5 OF
ANY MCWD FACILITY. USES
28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
TO ALL INDUSTRIAL BUILDINGS, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ul I Y uF COSTA MESA
Engineering Division Approval
�S coTA MEA sANARY DBTFOT
PACIFIC SOILS �. or Offste Improvements
10653 PROGRESS WAY �
CYPRESS, CA. 90630 C pp t@ � tK
6nb PW _ 1
Phone (714) 220 -0070 ' \\ 3 yV
CONTACT: DAVE HARWOOD ENLR awsirr PLJSiNm ctEI RL.,A pE
`JD 0 REFERENCES
BSICH MIIIR NQ /FB�N ELEVATIOWS&M MW OC! AMU DMWN BR
DEBCR l"M WD R. W. OF THE W. DD OF THE NW. CUB RETURN OF HARBOR ELM AND F
ns Of ooNSTRUICT1oN klEBA VERDE DRO 7 Ft K OF NORTH CUB FACE OF MEBA VERDE DR. i 0.7 R W. OF THE ME MCOMMADED WO
CORNER OF A 72 R BY W R CONC. VAULT BUILT N AND LEWI L W/ RB]EWAU4 Nt R IL OF THE CA
-O �� OF E MESA VERDE DR; 22D FL W. OF C/L OF HARBOR BLVDL AFFFAW D IM
IE ACCT BY QTY 0OtNCL BABE OF BEARIO NOW417 CA. ADAM! AVE. BETWEEN M®A VERDE DR. AND HNNOR IM
COUNTY OFRI Pq M + M
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i
I
VICINITY MAP
NOT TO SCALE
DRAWING INDEX
SHT. NO.
DRAWING TITLE
1
TITLE SHEET
2
IMPROVEMENT PLAN SHEET INDEX
3 THRU 8
SEWER & WATER IMPROVEMENT PLANS (20' SCALE)
A.C.
ASPHALT CONCRETE
P.P.
POWER POLE
A.B.
AGGREGATE BASE
R/W
RIGHT OF WAY
B. W.
BACK OF WALK
S. W.
SIDEWALK
C.B.
CATCH BASIN
S.L.P.B.
STREET LIGHT PULL BOX
C&C
CURB R GUTTER
T.C.
TOP OF CURB
C.F.
CURB FACE
T.E.
TRASH ENCLOSURE
C.Q.
CLEAN OUT
T.F.
TOP OF FOOTING
CENTERLINE
T.G,
TOP OF GRATE
E.G.
EDGE OF GUTTER
T.P.
TOP OF PAVEMENT
E.P.
EDGE OF PAVEMENT
T. W.
TOP OF WALL
F.F.
FINISHED FLOOR
W.M.
WATER METER
F.G.
FINISHED GRADE
W.V.
WATER VALVE
F.H.
FIRE HYDRANT
300
PROPOSED ELEVATION
F.L.
FLOW LINE
EXISTING ELEVATION
F.S,
FINISHED SURFACE
TREE
GAL
GRADE BREAK
FLOW ARROW
G. M.
GAS METER
SDI
STORM DRAIN LINE
H.P.
HIGH POINT
- W -
WATER LINE
INV.
INVERT
-S -
SEWER LINE
LT
LIGHT
--- --
GAS LINE
M.H.
MANHOLE
T --
CABLE T.V. LINE
P.A.
PLANTER AREA
= --
ELECTRICAL LINE
P.L.
PROPERTY LINE
- --
TELEPHONE LINE
SLURRY SEAL REaIJ�i
1. THE CONTRACTOR SHALL RESTORE THE ROADWAY SURFACE WITHIN THE WORK LIMITS
BY SLURRY SEALING THE ENTIRE LANE(S) WHERE THE TRENCH IS LOCATED.
A. FOR TRENCHES PERPENDICULAR TO TRAFFIC LANES: THE SLURRY SEAL
SHALL EXTEND 50 FEET ON BOTH SIDES OF THE TRENCH AND WILL INCLUDE
THE ENTIRE TRAVEL LANES.
B. FOR TRENCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIONS:
SLURRY SEAL THE ENTIRE WIDTH OF THE TRAFFIC LANE FOR THE FULL LENGTH
OF THE TRENCH , BUT NOT LESS THAN 100'
2. RESTORATION OF THE ROADWAY SHALL BE CONTINUOUS AND NO JOINTS WILL BE
ALLOWED. ALL ROADWAYS WITHIN THE WORK LIMITS WILL BE RESTORED IN ONE
OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEALING
OPERATION UNTIL DIRECTION IS GIVEN BY THE CITY ENGINEER.
.1 ANY EXISTING IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED
AS DIRECTED BY THE CITY ENGINEER.
4. SLURRY SEAL SHALL CONFORM TO SECTIONS 203 AND 302 -4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL BE QUICKSET
EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE It WITH 25 LATEX
ADDITIVE. (OFF -SITE)
MESA CONSOMATED WATER DISTFJCT
- MC -160'3
JrR7O
DATE APP. BY` DATE l f /ZAM
Q -ESS/ IMPROVEN
R.
� 1 �
HUITT-ZOLIARS
HU WZCUM ITIM
VW Mp6m^ TW ft CA 9V C7HA 2 7000
OF R.aL E1OD0 DAB[
� 3Wrs ILSI•�1 °
.78 SEWER & WATER
Expiraton
*�r�lE1 C31I -01 * T; 18882 - ADAMS AVENUE 8 MESA VERDE DRIVE
OF CAI\
CITY OF COSTA MESA
1 61c'Er-ET 8
PLAN
s
NUM" °
0
c
JIM M- 0802-02
t
s