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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