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GENERAL NOTES: DEFINITIONS: CONSTRUCTION NOTES:
<br /> 1, IT IS THE INTENT OF THESE PLANS TO PRESCRIBE THE DETAILS FOR THE CONSTRUCTION 11 'TYPICAL' OR 'TYP' INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR 6, NEITHER THE DISTRICT NOR THE ENGINEER MAKEAW WARRANTY OR GUARANTEEASTO 1 , THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE LOCATION OF EXISTING
<br /> OF THE WORK WHICH THE CONTRACTOR UNDERTAKES TO PERFORM IN ACCORDANCE WITH EACH OCCURRENCE OF THE CONDITION NOTED, THE ADEQUACY OF THE EXISTING NATIVE MATERIALS TO SUPPORT THE CONSTRUCTION UNDERGROUND UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br /> THE TERMS OF THE CONTRACT, WHERE THE PLANS DESCRIBE PORTIONS OF THE WORK IN TRAFFIC ON THE ACCESS ROADS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAKING IDENTIFY, LOCATE, AND PROTECT ALL UNDERGROUND FACILITIES WHICH ARE NOT
<br /> GENERAL TERMS, BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLYTHE BEST 2. "AS REQUIRED' INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS THE NECESSARY IMPROVEMENTS AND PROVIDING THE NECESSARY MEASURES REQUIRED DESIGNATED FOR DEMOLITION AND ARE WITHIN THE SCOPE OF PROPOSED WORK
<br /> PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALAND WORKMANSHIP OF THE FIRST INDICATED IN THE PROJECT DOCUMENTS, SHALL BE PROVIDED. TO ACCOMMODATE HIS ANTICIPATED NEEDS,
<br /> QUALITY ARE TO BE USED, UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL 2, THE CONTRACTOR SHALL CLEAN UP DIRT AND DEBRIS FROM SITE THAT ARE ATTRIBUTABLE
<br /> FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS AND DO ALLTHE DUST AND MUD CONTROL 7, THE CONTRACTOR SHALL BE RESTRICTED TO THE USE OF HIGHWAY LEGAL SIZED TRUCKS TO CONSTRUCTION ACTIVITIES.
<br /> WORK INVOLVED IN EXECUTING THE CONTRACT IN A SATISFACTORY AND WORKMANLIKE AND TRAILERS AND OTHER EQUIPMENT OPERATIONS OVER THE ACCESS ROADS, UNLESS
<br /> MANNER, OTHERWISE APPROVEDBYTHEENGINEER.
<br /> 1. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL KEEP ALL 3, ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER ASTO COMPLYWITH THE
<br /> CONSTRUCTION AREAS, FILL AREAS, HAUL ROADS, OTHER ROADWAYS, AND OTHER USE
<br /> 2. ALL IMPROVEMENTS TO BE DONE IN THIS CONTRACTSHALL BE IN ACCORDANCE WITH THE AREAS WHERE DUST IS GENERATED WELL WATERED; AND DURING WET CONDITIONS, 8, THE MAXIMUM ALLOWABLE SPEED LIMIT ON ALL ROADS SHALL BE 5 MPH UNLESS STANDARDS ESTABLISHED BY THE PROJECT SPECIFICATIONS AND AGENCIES HAVING
<br /> REQUIREMENTS OF THESE PLANS. AREAS USED BY LOCAL TRAFFIC, FREE AND CLEAR FROM MUD, OTHERWISE APPROVED. JURISDICTION FOR AIRBORNE PARTICULATES (DUST).
<br /> 3. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATED THERETO, IS 2, NON WORK DAYS: THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL IN ANY 9, THE CONTRACTOR, UPON COMPLETION OF ALL WORK, SHALL RESTORE ALL ACCESS ROADS, 4, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IF EXISTING UTILITIES WITHIN THE
<br /> NOT SUFFICIENTLY DETAILED OR EXPLAINED IN THESE PLANS, OR SHOULD IT APPEAR THAT PROJECT AREAS OR CONSTRUCTION ROADS WHICH ARE USED BY THE CONTRACTOR, HAUL ROADS, AND PROJECT SITES IN A MANNER SATISFACTORY TO THE ENGINEER, PROJECT LIMITS ARE SERVING EXISTING FACILITIES OR NOT, THOSE THAT SERVE EXISTING
<br /> THERE IS A CHANGE IN SITE CONDITIONS, OR AN ADJUSTMENT MUST BE MADE TO THE UNLESS OTHERWISE APPROVED BY THE ENGINEER. DISTRICT, AND STATE. FACILITIES SHALL, IF NECESSARY, BE RELOCATED IN SUCHA MANNER AS TO MAINTAIN
<br /> WORK REQUIREMENTS, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR UNINTERRUPTED SERVICES, ANY EXISTING UTILITIES WITHIN THE PROJECT LIMITS THAT DO
<br /> SUCH FURTHER CLARIFICATION AS MAY BE NECESSARY. NOT SERVE ANY OTHER EXISTING FACILITIES TO REMAIN SHALL BE DEMOLISHED OR
<br /> 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT UTILITY NOTES: CLEARING & GRUBBING: ABANDONED IN PLACE AS INDICATED ON THE PLANS.
<br /> PRIOR WRITTEN AUTHORIZATION FROMTHE ENGINEER, 1, THE APPROXIMATE LOCATION OF KNOWN UTILITIES, DISCHARGE PIPES, ETC., MAYBE 1 , USE CAUTION WHILE CLEARING & GRUBBING AROUND UTILITY LINES & ANY BURIED 5. CONTRACTOR SHALL OBTAIN A TRENCH SAFETY PERMIT FROMTHE CALIFORNIA DIVISION OF
<br /> 5, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, A JOINT INSPECTION BETWEENTHE SHOWN ON THE PLANS FOR THE INFORMATION OF THE CONTRACTOR, THE ENGINEER UTILITIES. INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANYTRENCH GREATER THAN 5 FEET DEEP.
<br /> ENGINEERAND THE CONTRACTOR'S REPRESENTATIVE SHALL BE MADE TO ASCERTAIN THE ASSUMES NO RESPONSIBILITY FOR THE ACCURACY, COMPLETENESS, OR RELIABILITY OF 2, ALL MATERIAL CLEARED AND REMOVED SHALL BECOME THE PROPERTYAND
<br /> PRE-CONSTRUCTION CONDITION OF EXISTING FACILITIES AND IMPROVEMENTS IN THE THIS INFORMATION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE RESPONSIBILITY OF THE CONTRACTOR FOR REMOVAL AND DISPOSAL OFFSITE. 6, ALL TRENCHES SHALL BE PROTECTED ACCORDING TO CAL OSHA STANDARDS.
<br /> VICINITY OF THE PROJECT SITE (E.G. ROADS, PUMPS, PIPES, SIPHONS, RAMPS, WALKWAYS, ACTUAL LOCATION OF ALL UNDERGROUND, SURFACE, OVERHEAD, AND SUBMARINE
<br /> BUILDINGS, ETC.). IF SUCH EXISTING FACILITIES OR IMPROVEMENTS ARE DAMAGED AS A IMPROVEMENTS, OR FACILITIES WHICH MAY BE SUBJECT TO DAMAGE BY REASON OF HIS 7. CONTRACTOR SHALL POTHOLE TO VERIFY THE EXACT LOCATION AND DEPTHS OF EXISTING
<br /> RESULT OF THE CONTRACTOR'S OPERATIONS DURING CONSTRUCTION, THE CONTRACTOR, OPERATIONS. PARALLEL AND CROSSING UTILITIES AT LEAST 5 DAYS PRIOR TO THE WORK AND NOTIFY THE
<br /> AT HIS SOLE EXPENSE, SHALL IMMEDIATELY REPAIR AND/OR REPLACE SAME TO THE ENGINEER OF ANY REQUIRED CHANGES FROM THAT SHOWN ON THE PLANS PRIOR TO ANY
<br /> CONDITION THAT EXISTED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 2, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND CONSTRUCTION & MATERIAL NOTES: EXCAVATION. CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES
<br /> UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO
<br /> 6. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED COMMENCEMENT OF WORK HE SHALL BE RESPONSIBLE FOR THE LOCATION AND 1 . UNLESS OTHERWISE SHOWN ON THE PLANS, ALL PIPES SHALL HAVE A MINIMUM COVER OF AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKS OR LEAKS.CONSTRUCTION PRACTICES, THE CONTRACTOR ASSUMES SOLE AND COMPLETE PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL 36' FROM FINISH GRADE, 8. CONTRACTOR SHALL POTHOLE ALL UTILITY CONNECTION POINTS TO VERIFY SIZE, LOCATION,
<br /> RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF NOTIFY UTILITIES A MINIMUM OF TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY 2, ALIGNMENT OF NEW PIPELINES AS SHOWN ON DRAWINGS ARE APPROXIMATE, CONTRACTOR
<br /> LTAL POTHOLE ALL UTILITY
<br /> RIFYSACTOCATI
<br /> THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS CONSTRUCTION. (UNDERGROUND SERVICE ALERT 811 /(800) 227-2600) CONTRACTOR IS RESPONSIBLE FOR FITTING ACTUAL ALIGNMENT OF PIPES TO CONFORM AS AND NEEDAT RIALTYAKE JUSTMENTRIOR OORDU INGMING ATERIALS
<br /> SFORTH WORK. CONRACTOR MAkY
<br /> S, AND RESIZING
<br /> REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL 3. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING IRRIGATION AND NEAR AS POSSIBLE TO DESIGN BY PROPER SELECTION AND PLACEMENT OF PIPE AND OF STRUCTURE TO COMPLETE THE INSTALLATION OF UTILITIES.
<br /> WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, PUMPS, DITCHES, CROSSINGS, FITTINGS. THE NUMBER OF HIGH AND LOW POINTS IN PIPEUNESSHALL NOT BE INCREASED
<br /> AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALANDALLEGED, IN ETC., DURING THE TERM OF THE CONTRACT. THE EXISTING IRRIGATION AND DRAINAGE FROM THE NUMBER PROVIDED FOR BY ELEVATIONS SHOWN. DEFLECTION OF PIPE JOINTS g LOCATE PIPING, VALVE BOXES, HANDHOLES, PULLBOXES, AND TRANSFORMERS TO AVOID
<br /> CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR FACILITIES MUST REMAIN FULLY OPERATIONAL DURING THE PERIOD OF CONSTRUCTION. SHALL BE LIMITED TO VALUES RECOMMENDED BY MANUFACTURER.
<br /> LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DISTRICT OR THE ENGINEER. INTERFERENCE WITH OTHER UTILITIES. THIS MAY INCLUDE FIELD ADJUSTMENTS OF ROUTING
<br /> 3. A MINIMUM OF 6' OF CLEARANCE BETWEEN PIPE CROSSING UNDERGROUND SHALL BE OR DEEPENING LINES TO ACHIEVE COORDINATION BETWEEN ALL SYSTEMS. CONTRACTOR
<br /> 7. THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR JOB SITE SECURITY. THE MAINTAINED WHETHER SHOWN ON DRAWINGS OR NOT, PROVIDE STYROFOAM PAD (120 TO COORDINATE THE SITE ROUTING AND INSTALLATION OF ALL WATER, NATURAL GAS,
<br /> DISTRICT AND/OR ENGINEER WILL NOT BE RESPONSIBLE FOR MISSING OR DAMAGED SQ. MIN) BETWEEN PIPES FOR ANY CLEARANCE LESSTHANI2% SEWER, STORM DRAIN, ELECTRIC, COMMUNICATIONS CONDUITS ON THE SITE, CONTRACTOR
<br /> EQUIPMENT, TOOLS, OR PERSONAL BELONGINGS, ACCESS ROADS: PROPOSED FIELD ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEING
<br /> v 1 , THE CONTRACTOR SHALL IMPROVE AND MAINTAIN THE LOCAL ACCESS ROADS AS MAYBE 4, PIPELINES SHALL SLOPE UNIFORMLY BETWEEN ELEVATIONS SHOWN ON PLANS AND IMPLEMENTED,
<br /> 8. THE CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE A MINIMUM OF 48 HOURS REQUIRED FOR TRANSPORTATION AND HAULING MATERIALTO THE SITE. PROFILES, ALL PIPE ELEVATIONS SHOWN REFER TO INVERT UNLESS OTHERWISE NOTED.
<br /> zPRIOR TO THE COMMENCEMENT OFANYWORK 2. THE CONTRACTOR SHALL REVIEW THE ACCESS ROAD ROUTES AND DETERMINE THE 10, ALL TEES, CROSSES AND BENDS SHALL INCLUDE THRUST BLOCKS WHERE NOT OTHERWISE
<br /> 9. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFICIENCIES IDENTIFIED BY THE LOCATION FOR ADDITIONAL TURNOUTS, ROAD DRAINAGRESTRAINED BYMECHANICALOROTHERMEANS.
<br /> c E, ALIGNMENT, ETC. AND
<br /> OWNER AND/OR ENGINEER DURING THE DAILY INSPECTIONS, OR FINAL INSPECTION OF THE SHALL SUBMIT A PLAN TO THE ENGINEER (AND STATE) FOR REVIEW AND APPROVALPRIOR
<br /> WORK, FINAL ACCEPTANCE OF THE PROJECT WILL NOT BE MADE UNTILALL IDENTIFIED TO CONSTRUCTION. UPON COMPLETION OF THE PROJECT, SOME PORTIONS OF THE
<br /> D DEFICIENCIES HAVE BEEN CORRECTED, ANY ADDITIONAL COSTS OR EXPENSES ACCESS ROADS MAY REQUIRE MINOR MODIFICATIONS AND ALTERATIONS. THE ACCESS
<br /> (Z, ASSOCIATED WITH THE CORRECTION OF THE DEFICIENCIES, INCLUDING BUT NOT LIMITED ROADS WHICH REMAIN SHALL BE LEFT IN GOOD CONDITION FOR THE DISTRICT AND OTHER
<br /> TO MOBILIZATION, DEMOBILIZATION, LABOR, EQUIPMENTMATERiALS, ETC., SRALLBE LOCAL TRAFFIC.
<br /> $ BORNE BY THE CONTRACTOR,
<br /> 3, THE ACCESS ROADS FOR THIS PROJECT MAY REQUIRE THE CONTRACTORTO MODIFYAND
<br /> a 10. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND REWORK THE EXISTING ROADS TO MEET THE CONTRACTOR'S HAULINGAND ROAD
<br /> LOCAL LAWS AND REGULATIONS AS REQUIRED FOR TRAFFIC CONTROLAND PUBLIC SAFETY DRAINAGE REQUIREMENTS, SUCH MODIFICATIONS SHALL BE DETERMINED BYTHE
<br /> N DURING THE CONSTRUCTION OF THE PROJECT, ALL WORK SHALL BE PERFORMED IN ENGINEER,
<br /> ACCORDANCE WITH APPLICABLE OSHA REGULATIONS.
<br /> 4. THE CONTRACTOR'S EQUIPMENT SHALL BE RESTRICTED TO OPERATE ONLY ON THOSE
<br /> a 11 . THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY DAMAGE TOTHE LOCALROADS OR ROADS AND WITHIN THOSE SPECIFIED WORK AREAS INDICATED ON THE PLANS UNLESS
<br /> o ACCESS RAMPS RESULTING FROM CONTRACTOR'S OPERATIONS, OTHERWISE APPROVED BY THE ENGINEERAND DISTRICT,
<br /> 12, PRIOR TO THE MOBILIZATION OF EQUIPMENT AND MATERIALS, THE CONTRACTOR SHALL
<br /> CONTACT APPLICABLE STATE, COUNTY, AND LOCAL GOVERNMENTALTRANSPORTATON 5. THE CONTRACTOR SHALL EXTEND, STRENGTHEN, REPLACE, OR OTHERWISE MODIFYTHE
<br /> AUTHORITIES IN ORDER TO VERIFY ROAD AND BRIDGE WEIGHT RESTRICTIONS, SPEED EXISTING CROSSINGS (E.G. CULVERTS, DRAIN PIPES, PUMP DISCHARGE PIPES, WETSPOTS,
<br /> m LIMITATIONS, SPECIAL TRAFFIC CONTROL MEASURES, AND ANY OTHER REQUIREMENTS IN ETC.) AS NECESSARY TO ACCOMMODATE HIS EQUIPMENT. THE CONTRACTOR SHALL
<br /> ORDER TO COMPLY WITH SUCH PUBLIC TRANSPORTATION RULES AND REGULATIONS FOR PROVIDE WHATEVER MEASURES ARE NECESSARYTO PRESERVE, PROTECT, AND MAINTAIN
<br /> `- THE USE OF PUBLIC ROADWAYS, THE CROSSINGS SO AS TO ENSURE CONTINUOUS AND UNINTERRUPTED CONSTRUCTION
<br /> `o OPERATIONS DURING THE ENTIRE TERM OF THIS CONTRACT.
<br /> c 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS ALONGTHE
<br /> c EXISTING ROAD AT ALL TIMES DURING CONSTRUCTION. ANYDAMAGE TOTHE ROAD SHALL
<br /> w BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.
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<br /> 14. THE CONTRACTOR IS RESPONSIBLE FOR SETTINGALL CONSTRUCTION STAKINGAND
<br /> SURVEYING, AS MAY BE REQUIRED FOR CONSTRUCTION ACTIVIT IES, INCLUDING, BUT NOT
<br /> ° LIMITED TO, SETTING ANY ELEVATIONS AS REQUIRED THROUGHOUTTHE PROJECT SITES.
<br /> 3 15. THE CONTRACTOR SHALL NOT CLOSE ANY ROAD, STREET, OR HIGHWAY TOTHE PUBLIC
<br /> EXCEPT WITH THE PERMISSION OF THE OWNER AND THE GOVERNMENTALAUTHORITY
<br /> i HAVING JURISDICTION. TEMPORARY PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO
<br /> o ENSURE CONTINUOUS ACCESS TO PUBLIC AND PRIVATE DRIVEWAYS, AND PROPER
<br /> S FUNCTIONING OF SEWER INLETS, GUTTERS, CULVERTS, DRAINAGE AND IRRIGATION
<br /> o DITCHES, AND NATURALWATER COURSES,
<br /> E 16, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHENEVER IT APPEARS THERE ISA
<br /> CHANGE IN SITE CONDITIONS OR AN ADJUSTMENT TO BE MADE IN WORK REQUIREMENTS.
<br /> I ° 17. THROUGHOUT ALL PHASES OF CONSTRUCTION THE CONTRACTOR SHALLKEEP THE
<br /> °
<br /> PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY CONDITION, DISPOSING OF REFUSE
<br /> IN A MANNER SATISFACTORY TO THE ENGINEER.
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<br /> ITTAL DESIGN BY SEW DRAWINGSCALE GRINDSTONE JOE'S WATER SYSTEM DESIGN DATE
<br /> w QpFFS61gy,� 711 N Pershing Avenue OCTOBER 2019
<br /> Date zyF, Fy DRAWNBY NHI K KJELDSEN 14900 W. HIGHWAY 12 #90
<br /> oStockton, CA 95203
<br /> io SEPT. 2019 z em N.T.S. S S I N N O C K LODI, CA 95242 SHEET IDENTIFICATION
<br /> CHECK BY NTC 209-946-0266° 86222 NEUDECK G -003
<br /> HORIZONTAL DATUM ORIGINAL DRAWINGSCALE1550 Harbor Drive, Suite 212 CONSTRUCTION NOTESQwCCS83, ZONE3 Ir1C. (TViLENGINEERS & LAP40SURVEYORS SHEET 3 OF 9
<br /> N 'o � OF1 ° d 0 /z" 1' West Sacramento, CA 95691KSN PROJECT FILE N0.
<br /> cA VERTICAL DATUM www.ksninc.com 916-403-5900 a N0. DESCRIPTION DATE APPR. NAVD88J 2414-0010
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