S-93-1.16
1
1
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CONSTRUCTION NOTES
NO.
ORANGE
COUNTY.
TRAFFIC -
GENERAL
ITEM
EDITIONS).
1.
ALL WORK AND MATERIALS SHALL
COMPLY
UNIT
QUANTITY
1.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
7, ALTERNATIVE "A
OR "B"
ENGINEERING DIVISION.
L.S.
L.S.
2.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
15,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
3.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
22,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
4.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
23,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
5.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
24,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
6.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
25,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
7.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
26,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
8.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
27,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
2.
4iEki A84L4 ?ATE
Eyks -mdG
8"
Suw_R
LmF_
w3.
28,
"A
OR
"S"
L.S.
L S.
10.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
31,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
11.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
32,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
12.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
37,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
13.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
38,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
14.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
39,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
15.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
40,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
16.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
46,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
17.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
56,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
18.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
59,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
19.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
63,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
20.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
64,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
21.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
73,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
22.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
79
ALTERNATIVE "A
OR "B"
L.S.
L.S.
23.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
80
ALTERNATIVE "A
OR "B"
L.S.
L.S.
24•
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
81,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
25•
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
84,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
26.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
85,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
27.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
86,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
28.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
87,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
29.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
88,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
30.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
92,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
31.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
94,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
32.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
99 ALTERNATIVE "A
OR "B"
L.S.
L.S.
33.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
100,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
34.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
102,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
35.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
103,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
36.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
104,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
37.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
105
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
38•
REHABILITATE
EXISTING
8"
SEWER
LINE
NO,
106,
ALTERNATIVE
"A
OR
"B"
L.S.
L.S.
39.
REHABILITATE
EXISTING
8"
SEWER
LINE
NO.
107,
ALTERNATIVE
"A
OR
"B"
UTILITIES:
GENERAL NOTES
1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA
MESA SANITY DISTRICT.
2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE
DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK.
(714) 631 -1731.
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT
SHALL BE CONSIDERED UNACCEPTABLE.
4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO
COMMENCEMENT OF WORK FROM THE DEPT. OF STREETS AND
SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE.
(714) 754 -5323.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE
REQUIRED FROM THE LOCAL GOVERNING AGENCY.
6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND
C.M.S.D. STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT
ALL TIMES.
7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION
JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR
APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK
ONLY.
8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
9. ALL LATERALS SHALL BE CONSTRUCTED PRIOR TO SURFACING OF STREETS.
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT
ENGINEER'S APPROVAL.
12. 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.
13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-
1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'.
14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND
COVERS HAVE BEEN RAISED TO GRADE.
15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE
DISTRICT ENGINEER.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WARNING DEVICES,
FLASHING ARROW BOARDS, LIGHTS AND FLAGMEN IN ACCORDANCE WITH
"WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BUILDING
NEWS, INC., LATEST EDITION.
17. TRENCH BACKFILL MATERIAL WITHIN THE LIMITS OF THE CITY OF
COSTA MESA (CCM) SHALL BE CRUSHED MISCELLANEOUS BASE OR SLURRY
AS DETERMINED BY CCM AND SHALL BE INSTALLED PER CCM STD. 813.
BEDDING AND TRENCH RESURFACING SHALL BE PER CCM STD. 813.
A PERMIT SHALL BE OBTAINED FROM CCM PRIOR TO COMMENCING WORK.
Jndeground Service Alert REVISIONS
NO. DATE DESCRI.
CALL: TOLL FREE
1 -800
422 -4133
TWO WORKING DAYS BEFORE YOU DIG
COSTA MESA SANITARY DISTRICT
PROJECT NO. 1112100 -122
PLANS
JOINT REWORDING
IN THE CITY OF
THE UNINCORPORATED
FOR
& PIPE REPLACEMENT
COSTA MESA AND
TERRITORY
NOTICE TO CONTRACTORS
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
PERSONS ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH
THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS,
DIVISION OF INDUSTRIAL SAFETY AND HEALTH, "CONSTRUCTION SAFETY
ORDERS." THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY
WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH
THESE ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE COSTA MESA SANITARY DISTRICT AND
THE DISTRICT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER.
THE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF THE
CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY
FACILITIES NOT SHOWN HEREON, HE SHALL IMMEDIATELY NOTIFY THE
DISTRICT ENGINEER IN WRITING.
OF
ORANGE
COUNTY.
TRAFFIC -
GENERAL
NOTES
EDITIONS).
1.
ALL WORK AND MATERIALS SHALL
COMPLY
WITH THE CALTRANS MANUAL OF
FULL SIZE PLANS AVAILABLE
UPON REQUEST
LOCATION MAP
-ION OF WORK
CONTRACTOR SHALL SUBMIT FOR APPROVAL A TRAFFIC CONTROL
PLAN TO THE CITY OF COSTA MESA ENGINEERING DIVISION PRIOR
TO CONSTRUCTION ON 11 "X17" (MIN.) SHEETS LEGIBLE AND
TO SUITABLE SCALE.
CITY OF COSTA MESA
J60L. / 2. 93
�_
APPROVED B : D" ATE
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TRAFFIC CONTROLS SECTION 5 FOR CONSTRUCTION AND MAINTENANCE ZONES
AND WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK. (LATEST
EDITIONS).
2.
ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA
STANDARD PLANS AND SPECIFICATIONS INCLUDING STANDARD PLAN A -20,
WHEN REQUIRED BY THIS PLAN.
3.
ALL TRAFFIC DETOURS SHALL BE APPROVED BY THE CITY TRAFFIC
ENGINEERING DIVISION.
4.
ANY WORK TO BE DONE WITHIN THE CALTRANS RIGHTS -OF -WAY MUST BE
APPROVED AND COORDINATED BY CALTRANS.
5.
POST "NO PARKING" SIGNS DEFINING TIME AND DATE OF RESTRICTION 1
DAY PRIOR TO WORK.
6.
NOTIFY BUSINESSES ADJACENT TO THE WORK AREA 1 WEEK PRIOR TO THE
START OF WORK.
7.
WARNING SIGNS TO BE UTILIZED MUST BE IN PLACE 1 WEEK PRIOR TO THE
START OF WORK.
8.
FLASHING YELLOW BEACONS, TYPE "B" SHALL BE USED ON ALL C18 SIGNS
AND TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. THE
FLASHERS SHALL NOT BE USED TO CHANNELIZE, SEPARATE OR DELINEATE
THE PATH THAT TRAFFIC IS TO FOLLOW.
9.
ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD IN SIZE.
10.
ALL DELINEATORS SHALL BE 28" MINIMUM, TUBULAR, PORTABLE,
REFLECTORIZED AND MAINTAINED ERECT, IN THE INDICATED POSITION, AT
ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY
TO PRESERVE THEIR APPEARANCE AND CONTINUITY.
11.
TYPE I OR II BARRICADES MAY BE USED IN ADDITION TO DELINEATORS, AT
THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO
PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT.
12.
THE CONTRACTOR SHALL MAINTAIN ON A 24 -HOUR BASIS ALL SIGNS
DELINEATORS, BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF
TRAFFIC. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS,
BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO BEGINNING OF WORK.
THE CONTRACTOR SHALL NOT ATTEMPT TO SWITCH TRAFFIC CONTROL TO
SUBSEQUENT PHASES OF WORK DURING WORKING HOURS.
13.
CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO CAUSE
AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.
14.
THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT
PROPERTIES.
15.
THE CONTRACTOR SHALL UTILIZE FLAG MEN DURING WORK HOURS AS DEEMED
NECESSARY BY THE CITY.
16.
THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA
DURING CONSTRUCTION ACTIVITY AND OVERNIGHT DURING EXCAVATION.
ADDITIONAL TRAFFIC CONTROLS SIGNS OR BARRICADING MAY BE REQUIRED
IN THE FIELD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT
OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC
AT ALL TIMES DURING CONSTRUCTION.
17.
WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND
AROUND THE WORK AREA, THEY SHALL BE TYPE "C" - STEADY BURN LAMPS.
18.
ALL VEHICULAR TRAVEL LANES SHALL BE OPEN FROM 7 AM TO 8:30 PM AND
FROM 3:30 PM TO 6:00 PM.
19.
ALL CONFLICTING STRIPES, PAVEMENT MARKING AND LEGENDS SHALL BE
COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHOD
APPROVED BY THE ENGINEER.
20.
ALL STRIPING , PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS DAMAGED
BY CONSTRUCTION SHALL BE REPLACED IN KIND. STRIPING SHALL BE REPLACED
WITH 2 COATS OF PAINT; THE SECOND COAT APPLIED 7 DAYS AFTER THE FIRST COAT.
21.
FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE
SENSITIVE TRAFFIC MARKING TAPE AND /OR TYPICAL STRIPING PAINT
AND /OR RAISED PAVEMENT MARKERS TO SUPPLEMENT THE CHANNELIZING
DEVICES.
22.
ANY TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENTS SHALL BE
REMOVED BY WET SANDBLASTING IMMEDIATELY AFTER COMPLETION OF WORK.
/pN 23.
THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES.
Q�pFESS
N B. 24.
Hq��Z
TEMPORARY PROTECTIVE FENCING SHALL BE PLACED AROUND ANY OPEN
TRENCH WITHIN THE PUBLIC RIGHT -OF -WAY DURING NON- CONSTRUCTION
N
HOURS.
C NO. Z 25.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS
CD RCE 31720 m
AS REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC;
EXP. 12/31/96
INCLUDING PHASE CHANGES, COVERING OF VEHICLE HEADS, OR OTHER
* *
\P
�9T
HARDWARE MODIFICATIONS, THE CONTRACTOR SHALL COORDINATE WITH CITY
C.1V
OF COSTA MESA, TRAFFIC ENGINEERING AT 714/754 -5334, PRIOR TO DOING
FOp CAW
ANY WORK AFFECTING THE SIGNAL OPERATION OR EQUIPMENT.
26.
THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE
WORK WITHIN PUBLIC RIGHT -OF -WAY ARE COMPLETED.
Q "M- BUILT, 9-ZI-93
COSTA MESA SANITARY
DISTRICI
COSTA MESA SANITARY DISTRICT
SHEET
ENGINEER:
PROJECT NO. 1112100 -122
1
JOINT REWORKING &
a co
PIPE REPLACEMENT
OF
1
3
ROBIN HAMERS R.C.E.
31720 DATE
1
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