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CONTACTS GENERAL NOTES (CONT) NPDES NOTES SANITARY SEWER NOTES (CONT) SITE LAYOUT NOTES WASTE WATER DISPOSAL SPECS (CONT) - A. REGULATORY AGENCY: SAN JOAQUIN COUNTY 19. ALL TRENCHES IN PAVED AREAS SHALL BE PAVED WITH TEMPORARY PAVING, 1. STORM DRAIN NPDES PERMIT TO COMPLY WITH THE STATE OF CALIFORNIA'S 11. MAINTENANCE HOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO FINISH 1. SEE ARCHITECTURAL PLANS FOR ALL BUILDING DETAILS, STRUCTURAL DETAILS 16 TRIMMER VALVES SHALL BE PLASTIC BALL VALVES, EQUAL TO THE ENVIRONMENTAL HEALTH DEPARTMENT OR COVERED WITH A STEEL PLATE OF APPROPRIATE SIZE AND STRENGTH, THE STATEWIDE GENERAL NPDES PERMIT, REGULATING DISCHARGES OF STORM GRADES BY THE PAVING CONTRACTOR AFTER STREET IMPROVEMENTS ARE FOOTING DETAILS, UTILITY POINTS OF CONNECTION, ROOF DRAIN LOCATIONS, LATERAL SIZE. THE VALVES SHALL BE PROVIDED WITH VALVE BOXES rr 1868 EAST HAZELTON AVE SAME DAY THE PAVEMENT CUT IS MADE. WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM SOIL DISTURBANCES COMPLETED. COST FOR ADJUSTING FACILITIES TO BE INCLUDED IN THE UNIT ADA PATH OF TRAVEL, ADA SIGNAGE, ADA ACCESSIBILITY DETAILS, TRUNCATED AND SHALL BE SET IN A PEA GRAVEL BASE. (r( STOCKTON, CA 95205 OF ONE (1) ACRE OR MORE, A NOTICE OF INTENT (NOI) TO COMPLY WITH PRICE FOR MAINTENANCE HOLES AND CLFANOUTS. DOME LOCATIONS, ENTRY MONUMENTS, GENERAL SIGNAGE, PARKING LOT I I ik%k T: (209) 468-3420 20, WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER STRIPING AND SITE PLAN CONSTRAINTS. 17. THE DISPOSAL FIELD SHALL BE DOSED BY GRAVITY. COVERED BY THESE SPECIFICATIONS AND PLANS, THE PAVEMENT SHALL BE ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE FILED AND THE 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING ' B, CONTRACTOR: MID-CAL CONSTRUCTORS, INC. REPLACED, AFTER PROPER BACK FILLING, WITH PAVEMENT MATERIALS EQUAL APPROPRIATE FEE PAID PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN INSTALLED LOCATION OF SERVICE LATERALS. THE CONTRACTOR SHALL STAMP 2. SEE PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF THE 18. ALL •,� ', 3416 NEWTON ROAD TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING, THE ADDITION, AT THE CONCLUSION OF THE PROJECT A NOTICE OF TERMINATION AN S' AT THE CURB FACE DIRECTLY OVER THE SERVICE. BUILDING. OTHER SEPTIC SYSTEM CONSTRUCTION DETAILS AS PER ON SITE STOCKTON, CA 95205 FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY (NOT) MUST ALSO BE FILED. SUBMIT THE FEE, NOI, AND NOT TO THE STATE SEWAGE DIVISION REQUIREMENTS, T: (209) 941-8421 ENGINEER. WATER RESOURCES CONTROL BOARD UTILIZING THE STORM WATER MULTIPLE 13. SANITARY SEWER SYSTEM WILL BE PRIVATELY OWNED AND MAINTAINED. 3. SEE GEOTECHNICAL SERVICES REPORT PREPARED BY CTE CAL, INC. (PROJECT 19. OWNER SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. eROfES CONTACT: BRENT COLLINS APPLICATION AND REPORT TRACKING SYSTEM (SMARTS) AT THE FOLLOWING No. 25-0711G) DATED AUGUST 2, 2(019 TITLED "SOIL SUITABILITY/NITRATE .11) 21. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S ADDRESS: WWW.SMARTS.WATERBOARDS.CA.GOV TOPOGRAPHY NOTES LOADING STUDY, UOP-GOLF PRACTICE FACILITY, 6301 WEST EIGHT MILE ROAD 20. INSPECTIONS DURING CONSTRUCTION BY THE DESIGNER AND IN SOME /_ �� y C. PROJECT LOCATION: THE RESERVE AT SPANOS PARK RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATED, IN THE FIELD, (APN #055-280-01), STOCKTON, CALIFORNIA" FOR SITE GEOTECHNICAL CASES, THE REGULATORY AUTHORITY ARE REQUIRED, THE INSTALLER < ��` O � m 6301 W 8 MILE ROAD THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS FEES AND PAYMENTS CAN BE MADE TO THE FOLLOWING ADDRESS: SPECIFICATIONS. ADDITIONAL GEOTECHINICAL REPORTS OR ADDENDUMS MAY AND/OR OWNER ARE SOLELY RESPONSIBLE FOR CONTACTING THE � � STOCKTON, CA 95219 OF THE UNDERGROUND SERVICE ALERT (U.S.A.) FORTY-EIGHT (48) HOURS IN EXIST IN WHICH CASE THE CONTRACTOR SHALL CONTACT THE CLIENT PRIOR 1. PLAN SET DESIGN BASED OFF OF TOPOGRAPHIC SURVEY PERFORMED ON DESIGNER AND OR REGULATORY AUTHORITY AT LEAST 24 HOURS IN � .� ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE STATE WATER RESOURCES CONTROL BOARD / D. ENGINEER: NORTHSTAR ENGINEERING GROUP, INC, NUMBER SOD 227-2600. THE CONTRACTOR SHALL RECORD THE U.S.A. DIVISION OF WATER QUALITY AUGUST $, 2019. CONTRACTOR SHALL BE AWARE THAT SINCE THIS INITIAL TO CONSTRUCTION TO ENSURE THAT ALL REPORTS AND ADDENDUMS HAVE ADVANCE OF EACH REQUIRED INSPECTION. EVERY EFFORT WILL BE ( ) SURVEY THE SITE MAY HAVE CHANGED, BEEN PROVIDED, CONTRACTOR SHALL REVIEW ALL REPORTS AND ADDENDUMS MADE TO RESPOND WITHIN 24 HOURS HOWEVER ADDITIONAL ��4 �p 620 12TH STREET ORDER NUMBER. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO ATTN: STORM WATER PERMIT UNIT THEN NOTIFY NORTHSTAR ENGINEERINIG SHOULD A CONFLICT IS FOUND OR MAY SOMETIMES BE REQUIRED AT SOMETIME IN THE FUTURE. NOTICE T CA�-�F�� MODESTO, CA. 95354 PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM P.O. BOX 1977 2. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD DESIGN SHOWN ON THESE PLANS DOTES NOT MEET THE GEOTECHNICAL T: (209 524-3525 DURING THE PERFORMANCE OF THIS CONTRACT, ANY REPAIRS NECESSARY TO SACRAMENTO, CA 95812-1977 ENGINEERS RECOMMENDATIONS. F: (209) 524-3526 DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL CROSSINGS MAY 21. THE PERMIT AND AN APPROVED SET OF DESIGN DOCUMENTS MUST BE CONTACT: JOHN ELLIS CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS IF YOU HAVE ANY QUESTIONS CALL JOSEPH HENAO, WATER QUALITY CONTROL EXIST IN THE FIELD. ON THE JOB SITE AT ALL TIMES. o 4. ANY UNSUITABLE MATERIAL ENCOUNTERED AT OR BELOW GRADE SHALL BE = AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE ENGINEER, CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, AT (916) COMPLETELY REMOVED TO THE FULL DEPTH AND REPLACED WITH COMPACTED 4 , 3. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING ENGINEERED FILL OR APPROVED IMPORT SOILS INCLUDING BUT NOT LIMITED 22. THE INSTALLER AND/OR OWNER ARE SOLELY RESPONSIBLE FOR a E. ARCHITECT: HAYER ARCHITECTURE TO THE DEVELOPMENT. 255-3028. UTILITY CROSSINGS AND SERVICES / 445 MARINE VIEW AVE, STE. 280 TO HARDPAN ENCOUNTERED WITHIN 5' OF THE BOTTOM OF LEACH FIELDS. ENSURING THAT ALL PROPERTY BOUNDARIES ARE ACCURATELY MARKED, DEL MAR, CA 92014 22, PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE THE FOLLOWING MUST BE SUBMITTED TO THE COUNTY PRIOR TO BEGINNING WORK THAT ALL APPROPRIATE SETBACKS ARE OBSERVED, AND THAT ,u T: (858) 792-2800 PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE AND PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT: 4. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF UNDERGROUND AND/OR OVERHEAD UTILITIES AND/OR UTILITY a THE CONTRACTOR. 5. GEOTECHNICAL ENGINEER SHALL VERILFY MOISTURE CONTENT AND CONDITIONING Cl F: (858) 792-2802 INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATIONS AND PLANS, PRIOR TO POURING ANY CONCRETE O}R ASPHALT. EASEMENTS ARE IDENTIFIED PRIOR TO CONSTRUCTION. AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INDICATED IN THE A) TRANSMITTAL MEMO THAT INCLUDES: 1 5. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL CALL U.S.A. F. PLUMBING: GDMD ENGINEERING, INC. CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT *THE NAME AND PHONE NUMBER OF THE PERSON RESPONSIBLE FOR SWPPP (800) 227-2600 TO HAVE THE SITE MARKED. THE CONTRACTOR SHALL 6. CONTRACTOR SHALL ADJUST ANY AND) ALL BOXES, STRUCTURES, ETC. TO 23. UNDER NO CIRCUMSTANCES SHALL THE DISPOSAL AREAS, OR RELATIVE POSITIONS OF THE OTHER SYSTEM REPLACEMENT 212 W PINE ST, STE. 4 SHALL BE MADE FOR SUCH WORK. IMPLEMENTATION, AND POTHOLE ALL EXISTING UTILITIES TO VERIFY THAT NO CONFLICTS EXIST FINISH GRADE WITH TRAFFIC RATED LIID FOR VEHICULAR AREAS AND EM COMPONENTS, LODI, CA 95242 BE MODIFIED WITHOUT PRIOR CONSENT*IF APPLICABLE, A LISTING OF THE POST-CONSTRUCTION BEST MANAGEMENT BETWEEN PROPOSED AND EXISTING IMPROVEMENTS. ACCESSIBLE LID FOR PEDESTRIAN AREAS BASED ON PROPOSED GRADING FROM THE DESIGNER AND THE T: (209) 367--0899 23. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PRACTICES THAT WILL BE INSTALLED TO SATISFY THE REQUIREMENTS OF THE DESIGN SHOWN IN THIS PLAN SET. SIEE ARCHITECTURAL PLANS, SEE REGULATORY AUTHORITY. F: (209) 367--0898 PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. SAN JOAQUIN COUNTY MUNICIPAL CODE. 6. CONTRACTOR/DEVELOPER SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE LANDSCAPE ARCHITECT PLANS. FOR TRENCHES 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY *COPY CF SWPPP MUST REMAIN ON SITE DURING CONSTRUCTION AT ALL APPROPRIATE AGENCY TO DO ANY WORK WITHIN RIGHT-OF-WAY PRIOR TO 24. IF THE SOIL IN THE DISPOSAL AREA CAN BE FORMED INTO A RIBBON G. GEOTECHNICAL: CTE CAL, INC. WITH SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE TIMES, CONSTRUCTION. 7. ANY ASSUMPTION MADE BY THE CONTFRACTOR IS NOT THE RESPONSIBILITY OF IT IS TOO WET TO EXCAVATE. DO NOT REMOVE VEGETATION, OPERATE 4230 KIERNAN AVE, STE. 150 STATE OF CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES. THE ENGINEER OR DESIGN CONSULTAINT. CONTRACTOR SHALL SUBMIT A EQUIPMENT, OR OTHERWISE DISTURB SOILS IN THE DISPOSAL AREA MODESTO, CA 95356 B) COPY OF A SIGNED NOTICE OF INTENT FORM OR A WASTE DISCHARGE PRE-BID REQUEST FOR INFORMATION RFI FOR ANY CLARIFICATION NEEDED UNTIL RECEIVING APPROVAL FROM THE DESIGNER. i 7. CONTRACTOR TO BE CAUTIOUS OF UNDERGROUND STUBS AND LINES. (RFI) T: (209 543--1799 24. WE CALL YOUR ATTENTION TO TITLE 8 CALIFORNIA ADMINISTRATION CODE IDENTIFICATION NUMBER. CONTRACTOR SHALL USE EXTREME CAUTION AS TO OTHER LINES MAY EXIST AND SHALL BE RESPONSIBLE FOR COMPLETING THE PROJECT AT THE 0 v) F: (209 543-1775 SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY WDID#: CONTRACTOR TO PROVIDE PRIOR TO CONSTRUCTION; IF REQUIRED ON THE SITE THAT ARE NOT CLEARLY MARKED. CONTRACTOR'S EXPENSE FOR ANY WRONG ASSUMPTIONS MADE. 25. DISTURBANCE OF NATIVE SOILS IN THE DISPOSAL AND/OR L o THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO REPLACEMENT AREAS AND FOR A DISTANCE OF 50 FEET BELOW THE w I.- THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS 8. THE GEOTECHNICAL ENGINEER SHALL BE AVAILABLE AND ON-SITE DURING DISPOSAL OR REPLACEMENT AREA MAY CAUSE PREMATURE SYSTEM GENERAL NOTES DEWATERING NOTES 8. IN CONJUNCTION WITH CONTACTING USA TO LOCATE UNDERGROUND UTILITIES U AMENDED WHICH STATES: (1) PRIOR TO OPENING AN EXCAVATION EFFORT WITHIN THE PUBLIC RIGHT-OF WAY 1T IS HIGHLY RECOMMENDED THAT THE CONSTRUCTION TO VERIFY THE SOIL STRATUM FCR PERCOLATION. FAILURE. DO NOT ALLOW VEHICULAR TRAFFIC, CONSTRUCTION V) SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I,E. EQUIPMENT, OR LIVESTOCK IN THE AREA WITHIN OR BELOW THE Ca SEWER, WATER, FUEL, ELECTRICAL LINES, ETC., WILL BE ENCOUNTERED AND IF CONTRACTOR UTILIZE (CPR) GROUND PENETRATING RADAR UNDERGROUND DISPOSAL OR REPLACEMENT AREAS, 1. CONTRACTOR SHALL BE AWARE THAT THE FOLLOWING NOTES LISTED BELOW 1. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND MAINTAIN ALL SERVICES TO IDENTIFY ONSITE UTILITIES THAT MAY NOT BE VISIBLE FROM THE 9, CONTRACTOR SHALL COORDINATE WITH THE COUNTY ENVIRONMENTAL HEALTH SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE DEPARTMENT TO PERFORM INSPECTIONS AS REQUIRED BY THE COUNTY ARE NORTHSTAR ENGINEERING GROUP'S TYPICAL GENERAL NOTES AND SOME MACHINERY APPLIANCES, AND EQUIPMENT TO MAINTAIN ALL EXCAVATIONS FREE SURFACE. EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH INSTALLATION, ENVIRONMENTAL HEALTH DEPARTMENT. 26. DO NOT DIRECT CONCENTRATED SURFACE WATER RUNOFF ONTO NOTES MAY NOT BE APPLICABLE TO THIS PLAN SET. FROM WATER DURING CONSTRUCTION. THE CONTRACTOR SHALL DISPOSE OF ADJACENT PROPERTIES. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND THE WATER SO AS NOT TO CAUSE DAMAGE TO PUBLIC OR PRIVATE PROPERTY, 9. AN ATTEMPT HAS BEEN MADE TO SHOW ALL EXISTING STRUCTURES, UTILITIES, 2. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE OR TO CAUSE A NUISANCE OR MENACE TO THE PUBLIC OR V#OLATE THE LAW. DRIVES, PAVEMENTS, CURBS, WALKS, ETC. IN THEIR APPROXIMATE LOCATION THE FOLLOWING: SAN JOAQUIN COUNTY ("COUNTY") STANDARD SPECIFICATIONS PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT THE ON THE SURVEY AND/OR WORKING DRAWINGS. HOWEVER, OTHERS THAT ARE WASTE WATER DISPOSAL SPECIFICATIONS 27. ALL SEPTIC SYSTEMS, REGARDLESS OF TYPE, HAVE FINITE LIFE SPANS UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF AND AS SUCH WILL NOT OPERATE INDEFINITELY. IN ACCEPTING THIS AND THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. WHERE THERE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE NOT SHOWN MAY EXIST AND MAY BE FOUND UPON VISITING THE SITE OR IS A CONFLICT BETWEEN THE PLANS AND THE COUNTY AND/OR CALIFORNIA PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGERED ADJACENT DURING THE CLEARING AND REMOVAL WORK, IT WILL BE THE RESPONSIBILITY I. DESIGN CRITERIA: PLAN, THE OWNER UNDERSTANDS AND ACCEPTS THAT REPAIR AND/OTR BUILDING CODE STANDARDS, THE COUNTY AND/OR CALIFORNIA BUILDING CODE OF ACTUAL EXCAVATION. STRUCTURES OR PROPERTY. ALL COST FOR DEWATERING SHALL BE INCLUDED OF THIS CONTRACTOR TO ACCURATELY LOCATE ALL EXISTING FACILITIES AND REPLACEMENT OF ALL OR PORTIONS OF THIS SYSTEM WILL LIKELY BE STANDARDS SHALL PREVAIL. ALL WORK SHALL BE SUBJECT TO THE IN THE UNIT PRICE BID FOR ALL PIPE CONSTRUCTION. THE STATIC WATER TO DETERMINE THEIR EXTENT. IF SUCH FACILITIES OBSTRUCT THE PROGRESS 1. 2016 CALIFORNIA PLUMBING CODE AND SAN JOAQUIN COUNTY REQUIRED AT SOMETIME IN THE FUTURE,25. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE ENVIRONMENTAL HEALTH DEPARTMENT ON-SITE WASTEWATER DISPOSAL INSPECTION OF SAN JOAQUIN COUNTY. LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE BOTTOM OF THE WORK AND ARE NOT INDICATED TO BE REMOVED OR RELOCATED, 28. THIS SYSTEM IS DESIGNED TO ACCOMMODATE A FINITE QUANTITY OF z AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF OF EXCAVATIONS TO MAINTAIN THE UNDISTURBED STATE OF NATURAL SOILS THEY SHALL BE REMOVED OR RELOCATED ONLY AS DIRECTED BY THE OWNER. STANDARDS, o _L ALL MECHANICAL, ELECTRICAL AND INSTRUMENTATION EQUIPMENT, PIPING AND WASTEWATER. ADDITIONAL WASTEWATER WILL NOT BE TREATED PROPERLY 3. PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL CONTACT AND ALLOW THE PLACEMENT OF ANY FILL TO THE SPECIFIED DENSITY. THE CONDUITS, STRUCTURES AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS BY THIS SYSTEM AND WILL DAMAGE ITS COMPONENTS. WASTEWATER THE APPROPRIATE REGULATORY AGENCIES FOR A PRE-CONSTRUCTION CONTRACTOR SHALL HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN 10. THE CONTRACTOR SHALL REPORT ANY EXISTING SITE ELEMENT NOT SHOWN ON IL GENERAL NOTES: CONFERENCE. CONTRACTOR SHALL ALSO NOTIFY THE PROJECT CONTACTS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO GOOD WORKING CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN THE WORKING DRAWINGS TO THE ARCHITECT OF RECORD SO THAT THE GENERATION EXCEEDING THE DAILY DESIGN FLOW RATE LISTED Q LISTED ON THIS SHEET FORTY-EIGHT (48) HOURS IN ADVANCE OF SAID ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL AVAILABLE FOR ITS OPERATION. DEWATERING SYSTEMS SHALL OPERATE PROPER DISPENSATION OF THAT ELEMENT MAY BE MADE. 1. THE DISPOSAL SYSTEM COVERED UNDER THIS CONTRACT AND DESIGNED ELSEWHERE ON THESE PLANS IS LIKELY TO DAMAGE THE SYSTEM OR Z MEETING. DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE CONTINUOUSLY UNTIL BACK FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE HEREIN CONSISTS OF ALL WORK( TO BE DONE AS SHOWN ON THE CAUSE FAILURE AND IS STRICTLY PROHIBITED. ca cc DEVELOPER AND 4. IT 15 INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR APPROVAL AGENCY. THE NORMAL STATIC GROUNDWATER LEVEL. 11, CONTRACTOR SHALL REVIEW ALL OF THE CONSULTANT'S PLAN SETS FOR PLANS. THIS WORK CONSISTS OF THE CONSTRUCTION OF THE Z O 29. THE CREATION OF CUT BANKS BELOW THE DISPOSAL OR REPLACEMENT ADDITIONAL DEMOLITION, REPLACEMENT AND IMPROVEMENTS PRIOR TO DISTRIBUTION LINE WITH ITS APPURTENANCES AND THE CONSTRUCTION LL 26. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER AREAS INCREASES THE POSSIBILITY OF INTERCEPTION AND SURFACING O U. AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND 2. THE CONTRACTOR SHALL CONTROL SURFACE WATER TO PREVENT ENTRY INTO BEGINNING OF ANY WORK. IF A CONFLICT IS FOUND THEN THE CONTRACTOR OF THE LEACH FIELD SYSTEM. OF MIGRATING EFFLUENT AND SHOULD ALWAYS BE AVOIDED. CUT BAN � J TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS KS THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT EXCAVATIONS. AT EACH EXCAVATION, A SUFFICIENT NUMBER OF TEMPORARY SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY. AND PURPOSE. THE CONTRACTOR SHALL NOTIFY NORTHSTAR ENGINEERING SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT RECORD DRAWINGS OBSERVATION WELLS TO CONTINUOUSLY CHECK THE GROUNDWATER LEVEL BELOW THE DISPOSAL OR REPLACEMENT AREAS ARE CREATED SOLELY � Q SHALL BE REVIEWED AND THE COMPLETE AS-BUILT RECORD DRAWING SET 2. APPROPRIATE SUPERVISION IS CONSTRUCTION IS MANDATORY DES TO AT THE RISK OF THE OWNER. v GROUP, INC. ("ENGINEER") IMMEDIATELY REGARDING ANY DISCREPANCIES AND SHALL BE PROVIDED. 12. IN ACCORDANCE WITH SECTION 8771 OF THE PROFESSIONAL LAND SURVEYORS ENSURE THAT THE DESIGN IS AIDHERED TO, TO PROVIDE THE DESIRED SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED ASA FUNCTIONAL QUALITY OF THE SYSTEM, AMBIGUITIES WHICH MAY EXIST IN THE PLANS AND SPECIFICATIONS. IF THE ACT � PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL 3, THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF THE A) MONUMENTS SET SHALL BE SUFFICIENT IN NUMBER AND DURABILITY AND 30. THE DISTURBANCE OF NATIVE SOILS WITHIN OR BELOW THE DISPOSAL 0 ACCEPTANCE. OR REPLACEMENT AREAS INCREASE THE POSSIBILITY OF SOIL � r TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BOTTOM OF EXCAVATIONS, OR FORMATION OF QUICK' CONDITIONS OR "BOILS", EFFICIENTLY PLACED 50 AS NOT TO BE READILY DISTURBED, TO ASSURE, lfl. DISPOSAL SYSTEM NOTES: STRUCTURE DAMAGE AND MAY LEAD TO DISPOSAL FIELD FAILURE. IL BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND DOES NOT OCCUR. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED TOGETHER WITH MONUMENTS ALREADY EXISTING, THE PERPETUATION OR DISTURBANCE OF NATIVE SOILS WITHIN OR BELOW THE DISPOSAL 27, AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE CONTRACTOR SHALL SAL OR �'r"' 0 WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED SO AS TO PREVENT REMOVAL QF THE NATURAL SOILS. THE RELEASE OF FACILE REESTABLISHMENT OF ANY POINT OR LINE OF THE SURVEY. 1. THE SEWAGE DISPOSAL SYSTEM CONSISTS OF A DRAIN LINE FROM THE � � SUBMIT ONE SET OF REPRODUCIBLE PLANTS, FINAL INVERT ELEVATIONS FOR GROUNDWATER AT ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A REPLACEMENT AREAS BY ANY MEANS INCLUDING VEHICULAR TRAFFIC, SEWER AND STORM DRAIN LINES THAT ARE TO BE EXTENDED FOR FUTURE BUILDINGS TO THE SEPTIC TANK;, THE SEPTIC TANK, THE DI5TRf8UTIGN GRADING, LIVESTOCK, ETC.. IS PROHIBITED AND WILL INVALIDATE THIS LL 5. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL B) WHEN MONUMENTS EXIST THAT CONTROL THE LOCATION OF SUBDIVISIONS, BOXES, THE CONVEYANCE LINES AND THE LEACH LINES. W N CONSTRUCTION SHALL ALSO BE SHOWN ON THE AS-BUILT PLANS ALL AS DESIGN. 0 Z UJ SEWER, STORM DRAIN, AND WATER SHALL BE DONE UNDER THE DIRECTION OF FOUNDATIONS SOILS, PREVENT DISTURBANCE OF COMPACTED BACK FILL, AND TRACTS, BOUNDARIES, ROADS, STREETS, OR HIGHWAYS, OR PROVIDE PROVIDED BY THE THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVENTY---TWO CONTRACTOR, PREVENT FLOTATION OR MOVEMENT OF STRUCTURES, PIPELINES AND SEWERS. HORIZONTAL OR VERTICAL SURVEY CONTROL, THE MONUMENTS SHALL BE 2. CONVEYANCE PIPE SHALL BE AS APPROVED BY SAN JOAQUIN COUN1Y (72) HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING 28. THE CONTRACTOR SHALL NOTIFY NORTHSTAR ENGINEERING AT LEAST 48 IF AN NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT LOCATED AND REFERENCED BY OR UNDER THE DIRECTION OF A LICENSED STANDARDS AND THE 2016 CALIIFORNIA PLUMBING CODE, ANY U) 5 u REQUESTED BY THE CONTRACTOR OR HIS SUBCONTRACTORS THAT IS ABOVE HOURS PRIOR TO BACK FILLING OF ANY PIPE WHICH STUBS TO A FIUTURE IS REQUIRED FOR DISPOSAL OF WATER FROM CONSTRUCTION DEWATERING LAND SURVEYOR OR REGISTERED CIVIL ENGINEER PRIOR TO THE TIME MATERIALS USED SHALL CONFORM TO THE CURRENT STANDARD 0 a � AND BEYOND NORMAL STANDARD STAKING NEEDS AS OUTLINED IN THE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACTIVITIES, IT SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO ANY WHEN ANY STREETS, HIGHWAYS, OTHER RIGHTS-OF-WAY, OR EASEMENTS SPECIFICATIONS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE. CONTRACT, WILL BE SUBJECT TO AN EXTRA BACK CHARGE TO THE ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS.. DEWATERING ACTIVITIES. ARE IMPROVED, CONSTRUCTED, RECONSTRUCTED, MAINTAINED, RESURFACED, Z 0 CONTRACTOR. OR RELOCATED, AND A CORNER RECORD OR RECORD OF SURVEY OF THE 3. SEPTIC TANK: 'W 29. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN 4. ONE HUNDRED PERCENT STANDBY PUMPING CAPACITY SHALL BE AVAILABLE ON REFERENCES SHALL BE FILED WITH THE COUNTY SURVEYOR. THEY SHALL PRIMARY SEPTIC TANK: {(1) 1,500 GALLON 04 6. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SITE AT ALL TIMES AND SHALL BE CONNECTED TO THE DEWATERING SYSTEM BE RESET IN THE SURFACE OF THE NEW CONSTRUCTION, A SUITABLE Vf PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND PIPING TO PERMIT IMMEDIATE USE. IN ADDITION, STANDBY AUXILIARY MONUMENT BOX PLACED THEREON, OR PERMANENT WITNESS MONUMENTS 4. LAYING PIPE: THE PIPE SHALL BE LAID TO CONFORM TO THE (a a SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTORS PRESCRIBED LINES AND GRADES. THE LINE AND GRADE SHALL BE SHALL BEAR ALL EXPENSE FOR REPLACEMENT AND/Oft ERRORS CAUSED BY EQUIPMENT AND APPLIANCES FOR ALL ORDINARY EMERGENCIES, AND SET TO PERPETUATE THEIR LOCATION IF ANY MONUMENT COULD BE � EXPENSE, AFTER PROPER BACKFILLING AND/OR CONSTRUCTION, WITHI W THEIR UNNECESSARY LOSS OR DISTURBANCE. COMPETENT WORKMEN FOR OPERATION AND MAINTENANCE OF ALL DEWATERING DESTROYED, DAMAGED, COVERED, OR OTHERWISE OBLITERATED, AND A OBTAINED BY MEANS OF A LASER BEAM OR BY MEASURING FROM A MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE: ORIGINAL � v J EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE EQUIPMENT SHALL BE ON SITE AT ALL TIMES. STANDBY EQUIPMENT SHALT_ CORNER RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY TIGHTLY STRETCHED STRING OR WIRE SET FROM THE SURVEY STAKES. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE INCLUDE EMERGENCY POWER GENERATION AND AUTOMATIC SWITCH OVER TO SURVEYOR PRIOR TO THE RECORDING OF A CERTIFICATE OF COMPLETION ALL ADJUSTMENTS OF PIPE TO ILINE AND GRADE SHALL BE MADE BY 0 APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECT#VE REGULATORY W O RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE EMERGENCY GENERATOR WHEN NORMAL POWER FAILS. DEWATERING FOR THE PROJECT. SUFFICIENT CONTROLLING MONUMENTS SHALL BE SCRAPING AWAY OR FILLING IN IAND TAMPING UNDER THE BODY OF AGENCY. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND SYSTEMS SHALL NOT BE SHUT DOWN BETWEEN SHAFTS, ON HOLIDAYS, ON REfAiNED OR REPLACED IN THEIR ORIGINAL POSITIONS TO ENABLE THE PIPE, NOT BY BLOCKING OR WEDGING. N PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 30. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S WEEKENDS, OR DURING WORK STOPPAGES. PROPERTY, RIGHT-OF-WAY AND EASEMENT LINES, PROPERTY CORNERS, J BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL EXPENSE TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE AND SUBDIVISION AND TRACT BOUNDARIES TO BE REESTABLISHED WITHOUT 5. THE MANUFACTURER'S RECOMMEINDATICNS ON PROPER PROCEDURES DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND THE COUNTY 5, SUMPS SHALL BE NO DEEPER THAN 5 FEET AND SHALL BE AT THE LOW PREVIOUS SURVEYS NECESSARILY ORIGINATING ON MONUMENTS DIFFERING FOR LAYING PIPE SHALL BE FOLLOWED. WITH THE REQUIREMENTS OF SAN JOAQ O COUNTY, CONTRACTOR SHALL 0 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION POINT OF EXCAVATION, EXCAVATION SHALL BE GRADED TO DRAIN TO THE FROM THOSE THAT CURRENTLY CONTROL THE AREA. IT SHALL BE THE OBTAIN A PERMIT FROM SAN JOAQUIN COUNTY FOR USE OF WATER FROM � Z WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR SUMPS. RESPONSIBILITY OF THE GOVERNMENTAL AGENCY OR OTHERS PERFORMING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE CONSTRUCTION WORK TO PROVIDE FOR THE MONUMENTATION REQUIRED BY 6. ALL PIPE SHALL BE LAID WITH ]THE BELL END UPSTREAM AND SHALL APPROVED BY THE SAN JOAQUIN COUNTY FIRE DEPARTMENT. SANITARY SEWER NOTES ST LAID UPSTREAM FROM STRUCTURE TO STRUCTURE. THREE GRADE Z Q uj ENGINEER. THIS SECTION. !T SHALL BE THE DUTY OF EVERY LAND SURVEYOR OR CIVIL STAKES PER 100 FOOT INTERNALE SHALL BE PROVIDED, AND EACH ENGINEER TO COOPERATE WITH THE GOVERNMENTAL AGENCY IN MATTERS 31. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE iN STRICT STAKE SHALL BE USED IN ESTABLISHING THE GRADE AND ALIGNMENT 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES CONFORMANCE WITH THE SAN JOAQUIN COUNTY STANDARDS AND OF MAPS, FIELD NOTES, AND OTHER PERTINENT RECORDS. MONUMENTS FOR THE SEWER. L MADE WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ENGINEER. 1. ALL SANITARY SEWER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL BE SET TO MARK THE LIMITING LINES OF HIGHWAYS, ROADS, STREETS OR SPECIFICATIONS. IN ACCORDANCE WITH THE REQUIREMENTS OF SAN JOAQUIN COUNTY OR RIGHT-OF-WAY OR EASEMENT LINES SHALL NOT BE DEEMED ADEQUATE 7. LEACH LINES SHALL BE CONSTR(UCTED AS PER THE DETAILS SHOWN ON fir/ 0 9. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, APPROPRIATE AGENCY STANDARD SPECIFICATIONS AND PLANS. FOR THIS PURPOSE UNLESS SPECIFICALLY NOTED ON THE CORNER RECORD � 32. CONTRACTOR SHALL PROVIDE COUNTY WITH A CERTIFICATE SIGNED BY A THE PLAN. OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH OR RECORD OF SURVEY OF THE IMPROVEMENT WORKS WITH DIRECT TIES THE CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, REGISTERED CIVIL ENGINEER OR LAND SURVEYOR STATING THAT ALL BUILDING LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PAD ELEVATIONS ARE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 2 THE CONTRACTOR SHALL EXPOSE EXISTING SANITARY SEWER WHERE IN BEARING OR AZIMUTH AND DISTANCE BETWEEN THESE AND OTHER 8. DISTRIBUTION LINE: THE DISTRIBUTION PIPE SHALL BE POLYVINYL CONNECTION IS TO BE MADE, SO THAT THE ENGINEER CAN VERIFY EXISTING MONUMENTS OF RECORD. CHLORIDE PIPE. PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION 33. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT FLOW LINES AND LOCATIONS BEFORE START OF CONSTRUCTION. • d- o AGENCY. C) CONTRACTOR SHALL COORDINATE WITH THE LAND SURVEYOR OF RECORD 9. CONNECTIONS: CONNECTIONS ARE TO BE MADE USING SOLVENT CEMENT , "' �` PLANS ARE REFERENCED TO THE CENTERLINE OF THE STREET. ALL STATIONS � � 3. SEWER MAINS SHALL BE INSTALLED FROM THE EXISTING FACILITIES UPSTREAM PRIOR TO STARTING CONSTRUCTION, TO IDENTIFY ALL SURVEY MONUMENTS I OFF CENTER ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE TO THE END OF THE LINE. JOINTS PER MANUFACTURE'S RECOMMENDATIONS CAPABLE OF z � 1 D. THE OFFICE OF SAN JOAQUIN COUNTY PUBLIC WORKS SHALL BE NOTIFIED AT STATIONS, UNLESS OTHERWISE NOTED. THAT MAY BE SUBJECT TO DISTURBANCE AND SHALL INCLUDE COSTS FOR SUPPORTING THE LINE RATED PRESSURE, i LEAST 48 HOURS IN ADVANCE OF ANY WORK. MONUMENT PRESERVATION, REPLACEMENT, AND PREPARATION OF CORNER 4. ALL SAMTARY SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH RECORDS OR IRECORD OF SURVEY IN CONTRACTOR'S BID, H �, y to 1 1. CABLE N, ELECTRICAL, GAS, AND TELEPHONE UNDERGROUND WORK SHALL BE 34. DRIVEWAYS ON STREETS TO BE LOCATED IN THE FIELD BY THE ENGINEER AT 10. LEACH LINES: USE 4 POLYVINYL. CHLORIDE PIPE TO BE PERFORATED z � .� THE REQUIREMENTS OF SAN JOAQUIN COUNTY. MAIN LINES AND LATERAL o rn COMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND THE TIME OF CONSTRUCTION. DRIVEWAYS SHALL NOT COINCIDE WITH D THE DECISION TO FILE EITHER THE REQUIRED CORNER RECORD OR A PER SAN JOAQUIN COUNTY STANDARDS, FITTINGS TO BE RUBBER RINGS I g 4 SHALL BE AIR TESTED FOR LEAKAGE IN CONFORMANCE WITH SAN JOAQUIN ) WHEELCHAIR RAMPS. CONFORMING TO A.S.T.M. D1869. PAVING. COUNTY STANDARDS. RECORD OF SURVEY PURSUANT TO SUBDIVISION (IB) SHALL BE AT THE Vr 5� 35. IF THE PROJECT IS SUBJECT TO THE INDIRECT SOURCE REVIEW ISR ELECTION OF THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL 12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM SAN (ISR) ENGINEER SUBMITTING THE DOCUMENT, AT CONTRACTOR'S EXPENSE. 11. GRAVEL, COARSE GRADED GRAVEL USED IN LEACH LINE IS TO BE 1 �, °' REQUIREMENT, THE CONTRACTOR IS REQUIRED TO KEEP DAILY RECORDS OF 5. ALL TESTING REQUIRED BY THE COUNTY SHALL BE THE RESPONSIBILITY OF z o JOAQUIN COUNTY, DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE THE CONTRACTOR, INCLUDING THE TELEVISING OF ALL SEWER LINES. INCH MINIMUM TO 2 1/2 INCH MAXIMUM WASHED ROCK AGGREGATE. , AGENCY PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING COUNTY THE TOTAL HOURS OE OPERATION FOR EACH PIECE OF EQUIPMENT GREATER W §732.5 §1492.5, §1810.5 OF THE CALIFORNIA STREETS AND HIGHWAYS w 'j, � THAN 50-HORSEPOWER BEING USED ON THE PROJECT SITE DURING v8 RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS 6. THE CONTRACTOR SMALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER CODES STATE: 12. PROTECTION BARRIER: UNTREATED BUILDING PAPER, FILTER FABRIC, OR � l CONSTRUCTION. WITHIN 30 DAYS OF COMPLETING CONSTRUCTION OF EACH "> AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE SURVEY MONUMENTS SHALL BE PRESERVED REFERENCED OR REPLACED OTHER APPROVED MATERIAL IS Ti0 BE USED AS A BARRIER ON TDP OF i PROJECT. PROJECT PHASE, A REPORT SUMMARIZING TOTAL HOURS OF OPERATION BY PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. THE GRAVEL SEPARATING THE ROCKS FROM THE SOIL BACKFILL �, � N EQUIPMENT TYPE, MODEL, YEAR, AND HORSEPOWER FOR EACH PIECE OF EXCAVATED TO A DEPTH OF 5 FEET OR MORE. SAID PROTECTION TO BE IN W � N u, CONSTRUCTION EQUIPMENT GREATER THAN 5D-HORSEPOWER MUST BE ACCORDANCE WITH THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY U ^ c� z 13. SAN JOAQUIN COUNTY OR ASSOCIATED UTILITY COMPANY AND RESIDENCES TO 13. RECORDS OF MONTHLY WATER U.SE SHALL BE MAINTAINED AND COPIES . o 0 SUBMITTED TO THE AIR DISTRICT. TO ASSIST IN THIS RECORDKEEPING, THE DEPARTMENT OF PUBLIC WORKS, AND STATE REGULATIONS. N BF AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE MADE AVAILABLE TO THE COUNTY' UPON REQUEST. DISRUPTION OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS ANDA "DETAILED FLEET TEMPLATE" IS AVAILABLE ON THE DISTRICT'S WEBSITE AT 7 SEWER PIPE SHALL BE IN ACCORDANCE WITH TABLE 701.2 OF THE 2016 TWENTY-FOUR (24) HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED HTTP://WWW.VALLEYAIR.DRG/ISR/ISRFORMSANDAPPLICATIONS.HTM. FOR EACH CALIFORNIA BUILDING CODE AND SAN JOAQUIN COUNTY STANDARDS AND 14, THE TANKS SHALL BE INSPECTED) BASED ON COUNTY TIME DURATIONS DISRUPTION. PROJECT PHASE, THE DISTRICT WILL VERIFY THAT THE FLEET DETAILS BY A SEPTIC SERVICE COMPANY TO ENSURE THAT THE CAPACITY OF y ACHIEVED THE REQUIRED EMISSION REDUCTIONS. IF THE CONTRACTOR IS NOT SPECIFICATIONS. CONTRACTOR SHALL HAVE PIPE MANUFACTURER PERFORM THE TANKS ARE OPERATIONAL. TFHE RECEIPT, NAME AND DATE OF 14. STREET SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE GOING TO MEET THE STANDARDS AND/OR RECORD KEEPING REQUIRED BY THE CALCULATIONS TO DETERMINE PIPE CLASS PRIOR TO CONSTRUCTION DUE TO SERVICE OF THE COMPANY INSPECTING, OR PUMPING THE TANK OUT, PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED AIR DISTRICT, THE CONTRACTOR SHALL NOTIFY THE AIR BOARD PRIOR TO EXCESSIVE DEPTH. SHALL BE PROVIDED TO THE COWNTY, OR THE ENGINEER UPON Y BY THE ENGINEER. CONSTRUCTION SO THE NECESSARY MITIGATION FEE SHALL BE PAID. IF THE REQUEST. �i - AIR BOARD IS NOT NOTIFIED PRIOR TO CONSTRUCTION, THE CONTRACTOR 8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, JOB 19-2437 U 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SHALL BE REQUIRED TO PAY THE PENALTY TO THE AIR BOARD. OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. 15. THE ON SITE SEWAGE DIVISION, OR OTHERS DESIGNATED, WILL ALSO DATE: 08 16 2019 p o IMPROVEMENTS FROM DAMAGE. COST OF REPLACING DAMAGED EXISTING MONITOR THE WELLS. !F SYSTEM FAILURE IS DETERMINED, OR EMINENT SCALE: AS SHOWN IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS 9, ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS iN THE OPINION OF THE ON-SITE-SEWAGE DIVISION, A SIMILAR SYSTEM DRAWN: CRW q OF THE STATE HEALTH DEPARTMENT. WHERE SANITARY SEWER SERVICES AND DESIGN: CRW REQUIRING REMOVAL AND REPLACEMENT. LATERALS CROSS ABOVE WATER MAINS, A 20 FEET MINIMUM JOINT OF PVC WILL BE CONSTRUCTED IN THE RESERVE AREA DESIGNATED. IT IS TO CHK D: JPE 11 C-900, CLASS 200, OR AN 18 FEET JOINT OF CLASS 50 D.I.P., SHALL BE BE OPERATED ON AN ALTERNATIVE BASIS WITH THE PRIMARY AREA. G 16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR SIGNS OF SEPTIC SYSTEM FAILURE INCLUDE DISCHARGE OF SEWAGE TO SHEET RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES. CENTERED ON THE SEWER MAIN. CONTRACTOR SHALL CONSTRUCT ALL THE GROUND SURFACE AND SATURATED UPPER SOILS HORIZONS .. CROSSINGS IN ACCORDANCE WITH THE CALIFORNIA HEALTH DEPARTMENT DURING PERIODS OF DRY WEATHE R, IF THE SYSTEM IS CLEARLY NUMBER m � 17. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC REQUIREMENTS. FAILING, THE DESIGNER AND ON---SITE-SEWAGE DIVISION SHOULD BE `N TEMPERATURE IS ABOVE 50'F AND RISING. 10. SEWER CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND NOTIFIED IMMEDIATELY. WATER LEI7ELS !N THE INSPECTION PIPES OR o_ UTILITIES, AND WILL BE RESPONSIBLE FOR THE PROTECTION OF SAME. MONITORING WELLS WHICH ARE VYERY NEAR THE GROUND SURFACE MAY 18. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS CONTAINED INDICATE POTENTIAL PROBLEMS B3UT DO NOT ALONE CONSTITUTE IN THE SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS (I.E. DWG. 30). FAILURE. IN SUCH CASES, THE SYSTEM SHOULD BE MONITORED MORE I . FREQUENTLY FOR CLEAR SIGNS C)F FAILURE, PERHAPS ONCE PER WEEK a � w UNTIL A CLEAR PATTERN IS DEVELOPED. Cl m2z o � D_ C) COPYRIGHT O 2019 NORTHSTAR ENGINEERING GROUP, INC