S-2005-2.1u
i
e
u
J
C
N
V'1
O
O
N
7G
'r
a
t
n
i
i3
ri
S
i
i
n
21
�i
ORANGE COUNTY SANITATION DISTRICT
ABANDONMENT OF AIRBASE TRUNK SEWER- WATSON
LOS ANGELES COUNTY
GENERAL NOTES - CITY OF COSTA MESA
1 ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS 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 SIGN, LIGHTS, BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OF
WARNING DEVICES, INCLUDING FLAGMENT, 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 SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.0 AND CORRECTIVE COSTS TO THE CITY WILL BE
CHARGED.
4 OCSD AND CONTRACTOR SHALL OBTAIN PUBLIC SERVICES DEPARTMENT ENCROACHMENT PERMITS PRIOR TO THE START OF AND WORK
WITHIN CITY PARKS OR OFF -SITE CONSTRUCTION IN PUBLIC RIGHT -OF -WAY AND REQUEST INSPECTION 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 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 SHALL BE HELD LIABLE FOR ANY DAMAGE DUE 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 REQUIRED. ALL HAUL ROUTES MUST BE APPROVED BY THE MANAGER OF TRANSPORTATION
SERVICES.
6 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.
ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION SHALL CONFORM TO CCM STANDARD NO. 813. BORE UNDER EXISTING
7. IMPROVEMENTS - TUNNELING IS NOT ALLOWED. NO OPEN EXCAVATIONS WILL BE ALLOWED OVERNIGHT- BACKFILL OR PLATE.
ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER.
a. ALL OBSTRUCTIONS, WITHIN THE PUBLIC SIDEWALK SUCH AS POWER HOLES, STREET LIGHTS, FIRE HYDRANTS UTILITY PEDESTALS,
9 MAILBOXES, AND STREET SIGNS SHALL HAVE MINIMUM OF 4' OF CLEAR SIDEWALK PLACED BEHIND THEM.
NO LANE CLOSURES WILL BE ALLOWED BETWEEN THANKSGIVING DAY AND NEW YEARS DAY.
10. "ASBUILr DRAWINGS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS AS SHOWN ON THE
APPROVED PLANS.
11.
CONTRACT NO. 6 -13 -1
APRIL 2005
NOTE: 8" SEWERS BEING CONSTRUCTED UNDER
THIS CONTRACT IN WATSON AVENUE AND
COLLEGE AVENUE WILL BE TRANSFERRED
TO COSTA MESA SANITARY DISTRICT
PROJECT LOCATION
LOCATION MAP
SCALE 1 " -7501±
12, REPLACE / REINSTALL NEW STRIPING, PAVEMENT LEGENDS AND STOP BARS DAMAGED BY CONSTRUCTION.
13, ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER
APPROVED PLAN AND SUBMITTED TO THE CITY ENGINEER. OCSD WILL PROVIDE STAKING, SEE SPECIFICATIONS, DIVISION 01,
SECTION 36.
14. WORK, ONCE BEGAN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO
ADJACENT PROPERTY OWNERS AND TRAVELING PUBLIC. MAINTAIN ACCESS TO ALL RESIDENTIAL PROPERTIES AS NECESSARY.
ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY.
15.
CRUSH MISCELLANEOUS BASE MAY BE USED UNDER WALKS AND CURB AND GUTTER IN LIEU OF CRUSHED AGGREGATE BASE.
16.
ANY LOT CORNER OR 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
17. AND OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 81/2" X 11" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES
AND LEVEL RUN.
RECORAP APAOM AIJVG
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSO INSPECTORS
APPROVED:
KIT KITTRELL DATE
CONSTRUCTION INSPECTOR — OCSD
C
GENERAL NOTES
1. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPE.
2. AERIAL PHOTOS FROM WHICH THE TOPOGRAPHY AND CONTOURS WERE PREPARED WERE TAKEN ON
APRIL 4,1994.
BENCH MARK NO. 1F-125-69 ORANGE COUNTY SURVEYOR
IN THE NORTHEAST PART OF THE INTERSECTION OF HARBOR BOULEVARD AND BAKER STREET; 52
FEET EAST OF THE CENTER LINE OF HARBOR BOULEVARD, 77 FEET NORTH OF THE CENTER LINE OF
BAKER STREET, 10 FEET NORTH OF TRAFFIC LIGHT SIGNAL POLE, 1.5 FOOT EAST OF THE NORTHEAST
CURB RETURN, LEVEL WITH THE TOP OF THE CURB.
ELEVATION - 45.770 (1978)
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF COLLEGE AVENUE BETWEEN WATSON
AVENUE AND GISLER AVENUE BEING NORTH 0 02340" EAST.
INDEX OF SHEETS
SHEET
DESCRIPTION
1
TITLE SHEET
2
LEGEND AND ABBREVIATIONS
3
PLAN AND PROFILE - STA 1 +00 TO STA 10+00 - WATSON AVE.
4
PLAN AND PROFILE - STA 10 +00 TO STA 19+00 - WATSON AVE.
5
PLAN AND PROFILE - STA 19+00 TO STA 28+50 - WATSON AVE.
6
PLAN AND PROFILE - STA 28+50 TO STA 31+85 - WATSON AVE.
7
PLAN AND PROFILE - STA 9+50 TO STA 18+50 - COLLEGE AVE.
8
PLAN AND PROFILE - STA 18+50 TO STA 26+20 - COLLEGE AVE.
9
MANHOLE BASE DETAILS
10
MANHOLE BASE DETAILS
11
BEDDING DETAILS AND HARBOR PIPING PLAN
12
LIMIT OF WORK SCHEMATIC
GENERAL NOTES
1. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPE.
2. AERIAL PHOTOS FROM WHICH THE TOPOGRAPHY AND CONTOURS WERE PREPARED WERE TAKEN ON
APRIL 4,1994.
BENCH MARK NO. 1F-125-69 ORANGE COUNTY SURVEYOR
IN THE NORTHEAST PART OF THE INTERSECTION OF HARBOR BOULEVARD AND BAKER STREET; 52
FEET EAST OF THE CENTER LINE OF HARBOR BOULEVARD, 77 FEET NORTH OF THE CENTER LINE OF
BAKER STREET, 10 FEET NORTH OF TRAFFIC LIGHT SIGNAL POLE, 1.5 FOOT EAST OF THE NORTHEAST
CURB RETURN, LEVEL WITH THE TOP OF THE CURB.
ELEVATION - 45.770 (1978)
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF COLLEGE AVENUE BETWEEN WATSON
AVENUE AND GISLER AVENUE BEING NORTH 0 02340" EAST.
77 FAIR DRIVE
COSTA MESA, CA 92626
COSTA MESA SANITARY CMSD 949-631 -1731
DISTRICT
234 EAST 17TH STREET
SUITE 205
COSTA MESA, CA. 92627
APPROVED:
COSTA MESA SANITARY DISTRICT DATE
APPROVED
ORANGE COUNTY SANITATION DISTRICT
R.C.L. 31918
DAVID A. LUDWIN - DIRECTOR OF ENGINEERING DATE:
RECOMMENDED
R.C.E. C- 53657
MATTHEW P. SMITH - ENGINEERING MANAGER DATE:
PREPARED UNDER THE SUPERVISION OF:
R.C.E. C -46137
LARRY REIN - PROJECT MANAGER
DATE:
ABDVLZAW coPr4mmwArwn
AGENCY INDEX
PREPARED UNDER THE SUPERVISION OF:
ALL INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL
STATUS OF UTILITIES AND /OR IMPROVEMENTS, WHICH APPEAR ON THESE PLANS WAS
PROVIDED BY THE FOLLOWING RESPECTIVE OWNERS OR AGENCIES
NAME AND ADDRESS
ABBR. PHONE NAME AND ADDRESS ABB�F
PHONE
ORANGE COUNTY SANITATION DISTRICT
OCSD 714 -982 -2411 PACIFIC BELL PB
714- OW5454
ORANGE COUNTY
I 3939 E. CORONADO
10844 ELLIS AVENUE
41 ANAHEIM, CA 92107
FOUNTAIN VALLEY, CA 92728
MESA CONSOLIDATED WATER MCWD
949-031 -1291
SOUTHERN CALIFORNIA EDISON CO.
SCE 714. 870.3217 DISTRICT
1851 VALENCIA DRIVE
A AVENUE
FULLERTON. CA 92633
COSTA MESA, CA. 92828-6008
COS A MESA,
THE GAS COMPANY
SCG 714. 834.3282
1919 STATE COLLEGE BOULEVARD
UNDERGROUND SERVICE ALERT USA
800-422-4133
ANAHEIM, CA 92803
ADELPHIA
COLONY 714-330-2050
1830 E. WARNER
SANTA ANA, CA 92706
CALIFORNIA DEPARTMENT OF
CALTRANS 714$30-8851
TRANSPORTATION
891 SOUTH TUSTIN AVENUE
ORANGE, CA 92868
77 FAIR DRIVE
COSTA MESA, CA 92626
COSTA MESA SANITARY CMSD 949-631 -1731
DISTRICT
234 EAST 17TH STREET
SUITE 205
COSTA MESA, CA. 92627
APPROVED:
COSTA MESA SANITARY DISTRICT DATE
APPROVED
ORANGE COUNTY SANITATION DISTRICT
R.C.L. 31918
DAVID A. LUDWIN - DIRECTOR OF ENGINEERING DATE:
RECOMMENDED
R.C.E. C- 53657
MATTHEW P. SMITH - ENGINEERING MANAGER DATE:
PREPARED UNDER THE SUPERVISION OF:
R.C.E. C -46137
LARRY REIN - PROJECT MANAGER
DATE:
ABDVLZAW coPr4mmwArwn
1501 QUAIL STREET NEWPORT BEACH, CA 92658 (949) 476 -3300
PREPARED UNDER THE SUPERVISION OF:
SHEET
1
OF 12 SHEETS
PHILIP E. STONE R.C.E. 17714 DATE