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GENERAL NOTES:
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 10
<br />THESE PLANS AND SPECIFICATIONS, THE 2014 REVISION 6 CALIFORNIA MUTCD, THE
<br />LATEST EDITION OF SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS,
<br />AND THE 2018 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS AND PLANS.
<br />2. PRIOR TO ANY WORK BEING PERFORMED, CONTACT THE APPROPRIATE
<br />REGULATORY AGENCIES FOR A PRE -CONSTRUCTION CONFERENCE. ALSO NOTIFY
<br />THE BELOW LISTED PROJECT CONTACTS (72) HOURS IN ADVANCE OF SAID
<br />MEETING:
<br />REGULATORY AGENCY
<br />SAN JOAQUIN COUNTY
<br />PUBLIC WORKS DEPARTMENT
<br />1810 E. HAZELTON AVE.
<br />STOCKTON, CA 95201
<br />(209) 468-3023
<br />(209) 468-2999 (FAX)
<br />ALEX CHETLEY
<br />3. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT
<br />AS SPECIFIED IN THE SPECIFICATIONS) NECESSARY AND PROPER FOR THE WORK
<br />CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH
<br />THEIR TRUE INTENT AND PURPOSE. NOTIFY THE ENGINEER IMMEDIATELY
<br />REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE
<br />PLANS OR SPECIFICATIONS.
<br />4. VERIFY THE PHYSICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BY
<br />POT -HOLING PRIOR TO CONSTRUCTION AND CONTACT THE RESPECTIVE UTILITY
<br />COMPANIES PRIOR TO COMMENCEMENT OF WORK. LOCATE AND PRESERVE ALL
<br />SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND NOTIFY UTILITY COMPANIES
<br />FORTY-EIGHT HOURS IN ADVANCE OF ANY CONSTRUCTION (UNDERGROUND
<br />SERVICE ALERT 1-800-227-2600).
<br />5. ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY
<br />ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY
<br />THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE
<br />CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED,
<br />WHICH STATES:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC
<br />LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL
<br />BE DETERMINED BY CAREFUL PROBING OR AND DIGGING; AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA
<br />CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR
<br />TO THE START OF ACTUAL EXCAVATION.
<br />6. PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS TO PROTECT WORKERS
<br />FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID
<br />PROTECTION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL,
<br />STATE, AND FEDERAL REGULATIONS (CAL -OSHA, OSHA).
<br />7. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF
<br />ANY FACILITIES WITHIN THIS PROJECT.
<br />8. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING IMPROVEMENTS AND
<br />UTILITIES UNLESS OTHERWISE DIRECTED IN THE CONTRACT DOCUMENTS.
<br />9. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL LOCATE AND
<br />REFERENCE ALL EXISTING MONUMENTS AND/OR PROPERTY CORNERS WITHIN THE
<br />LIMITS OF WORK.
<br />11
<br />12
<br />SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE
<br />(PROFESSIONAL LAND SURVEYORS ACT) PROVIDES DIRECTION FOR THE
<br />PROTECTION, REPLACEMENT, AND/OR PERPETUATION OF BOUNDARY, RIGHT OF
<br />WAY AND 0TH ER SURVEY CONTROL MONUMENTS. CONTRACTOR SHALL PRESERVE
<br />AND PROTECT ALL EXISTING PROPERTY CORNERS AND MONUMENTS. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO RESET AND/OR REPLACE PROPERTY CORNERS
<br />AND/OR MONUMENTS THAT ARE DAMAGED OR DESTROYED DURING
<br />CONSTRUCTION. THE CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS,
<br />SECTION 5-1.36D SURVEY MONUMENTS.
<br />OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND
<br />COMPLETION OF PROJECT.
<br />ALL WORK IN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />13. COORDINATE THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES IF
<br />NEEDED WITH RESPECTIVE UTILITY COMPANIES.
<br />PACIFIC GAS & ELECTRIC (415) 861-9018 CHRIS McGOWAN
<br />AT&T (559) 454-3367 DAWN SIBLEY
<br />C.O.S. MUD (209) 937-8706 ENGINEERING
<br />COMCAST (888) 824-8219
<br />VERIZON (MCI) (800) 624-9675
<br />14. ADJUST TO GRADE ALL FACILITIES (INCLUDING, BUT NOT LIMITED TO VALVE BOXES,
<br />PULL BOXES, MAINTENANCE HOLE RIM AND COVERS, METER BOXES) WITHIN THE
<br />LIMITS OF WORK AND/OR AS DIRECTED BY ENGINEER. THE FACILITIES SHALL BE
<br />ADJUSTED AS SET FORTH IN SJCO STANDARD DRAWING NO. R-30 AND/OR AS
<br />DIRECTED BY ENGINEER.
<br />15. PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES
<br />NECESSARY FOR PUBLIC SAFETY.
<br />16. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE,
<br />PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS
<br />OTHERWISE NOTED.
<br />17. DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING CONCRETE OR
<br />ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK AND
<br />DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK,
<br />DISPOSE OF ALL EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND
<br />GRADING.
<br />18. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING
<br />THE COURSES OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND DEFEND, INDEMNIFY AND
<br />HOLD THE CITY, COUNTY AND THE ENGINEER HARMLESS FROM ANY AND ALL
<br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
<br />ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br />NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />CONSTRUCTION NOTES:
<br />1. LAYOUT IMPROVEMENTS FROM THE DIMENSIONS SHOWN ON THE PLANS. ANY
<br />CLARIFICATION ON CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE
<br />DIRECTED TO THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE
<br />IMPROVEMENTS.
<br />2. MATCH EXISTING SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A
<br />TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADES, ETC., AND TO
<br />AVOID ANY ABRUPT OR APPARENT CHANGES IN CROSS SLOPES, LOW SPOTS OR
<br />HAZARDOUS CONDITIONS.
<br />3. WHERE PAVEMENT IS TO BE EXTENDED OR REMOVED, EXISTING PAVEMENT SHALL
<br />BE SAW -CUT OR GROUND TO A NEAT LINE PRIOR TO PLACING NEW ASPHALT
<br />CONCRETE.
<br />4. ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED AND/OR KEYED
<br />INTO EXISTING FLATWORK IN ACCORDANCE WITH COUNTY STANDARD PLANS AND
<br />SPECIFICATIONS.
<br />5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL
<br />REGULATORY TRAFFIC SIGNS REMOVED DURING THE CONSTRUCTION.
<br />STANDARD DRAWINGS
<br />NEW IMPROVEMENTS ARE SUBJECT TO THE REQUIREMENTS OF
<br />SAN JOAQUIN COUNTY AND CALTRANS
<br />STANDARD DRAWINGS LISTED BELOW.
<br />DWG. NO.
<br />DESCRIPTION
<br />DWG. NO.
<br />DESCRIPTION
<br />SAN JOAQUIN COUNTY
<br />CALTRANS
<br />R-8 ...........
<br />.ADJUSTING STREET FACILITIES TO GRADE
<br />A20A-D.........
<br />PAVEMENT MARKERS AND TRAFFIC
<br />R-26 ............
<br />TRAFFIC SIGNS
<br />LINES TYPICAL DETAILS
<br />R -28A ...........
<br />SURVEY MONUMENT FRAME & COVER
<br />A24A ..........
<br />PAVEMENT MARKINGS ARROWS
<br />R-29 ............
<br />TYPICAL TRENCH BACKFILL
<br />A24D..........
<br />PAVEMENT MARKINGS WORDS
<br />R-30 ............
<br />ADJUSTING STREET FACILITIES TO GRADE
<br />A24E ..........
<br />PAVEMENT MARKINGS WORDS
<br />W-2 . ...........ADJUSTING
<br />STREET FACILITIES TO GRADE
<br />& CROSSWALKS
<br />W-5 . ...........ADJUSTING
<br />STREET FACILITIES TO GRADE
<br />A87B ..........
<br />ASPHALT CONCRETE DIKES: TYPE A
<br />D75A..........
<br />STEEL PIPE INLETS
<br />D75C..........
<br />PIPE INLETS LADDER AND TRASH RACK
<br />6. IT IS PROHIBITED TO DISCHARGE ANYTHING EXCEPT CLEAN WATER INTO THE LEGEND
<br />STORM DRAIN SYSTEM.
<br />7. SCHEDULE INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER
<br />THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S
<br />STANDARD SPECIFICATIONS.
<br />8. MAINTAIN A NEATLY MARKED SET OF FULL-SIZED AS -BUILT RECORD DRAWINGS
<br />SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER
<br />FACILITIES. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED
<br />AND SUBMITTED BY THE CONTRACTOR.
<br />9. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO
<br />THE ENGINEER, ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS
<br />SHOWING THE INFORMATION REQUIRED ABOVE.
<br />10. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S
<br />EXPENSE, TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH
<br />THE SPECIAL PROVISIONS.
<br />11. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY
<br />PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF
<br />THE SJCO DIRECTOR OF PUBLIC WORKS.
<br />12. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS
<br />MUST BE PREPARED AND CERTIFIED BY THE "CIVIL ENGINEER", AND SHALL BE
<br />SUBMITTED TO THE SJCO DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO
<br />CONSTRUCTION.
<br />13. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER
<br />PROPER BACKFILLING WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN
<br />THE MATERIALS USED IN THE ORIGINAL PAVING.
<br />14. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF
<br />THE WORK.
<br />15. SEE SPECIAL PROVISIONS FOR MONUMENT PRESERVATION.
<br />NEW EXISTING DESCRIPTION
<br />E OH
<br />-X X-
<br />8"SS
<br />12"SD
<br />10 "w
<br />W❑
<br />-- TEL --
<br />- -E OH- -
<br />-x x x-
<br />-- G -
<br />----ss
<br />----sd
<br />----w
<br />r-1
<br />LJ
<br />o 0
<br />O
<br />® FEE]
<br />0
<br />r-�
<br />L -J
<br />k
<br />LWfl
<br />LJ
<br />D4
<br />COMMUNICATION LINE
<br />ELECTRICAL LINE OVERHEAD
<br />FENCE
<br />GAS LINE
<br />SANITARY SEWER LINE
<br />STORM DRAIN LINE
<br />WATER LINE
<br />PARCEL LINE
<br />BLOW -OFF
<br />CATCH BASIN
<br />CLEANOUT
<br />COMBINATION TRAFFIC SIGNAL WITH
<br />BACKPLATE & LUMINAIRE
<br />CURB & GUTTER
<br />ELECTRICAL BOX OR TRANSFORMER PULLBOX
<br />ELECTROLIER
<br />FIRE HYDRANT ASSEMBLY
<br />GAS METER
<br />GUY WIRE
<br />MAINTENANCE HOLE
<br />PG&E TRANSFORMER
<br />PG&E SUBSURFACE ENCLOSURE
<br />POST, BOLLARD, OR PARKING METER
<br />PULL BOX
<br />SIGN POST LOCATION
<br />SPOT ELEVATION
<br />TRAFFIC SIGNAL
<br />UTILITY POLE
<br />WATER METER
<br />WATER VALVE
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