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GENERAL NOTES : GRAD N G NOTES : WATER NOTES:
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<br /> 1 . ALL WATER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL
<br /> 1 . ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT 19. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN 1 . EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY o
<br /> ACCORDANCE WITH THE FOLLOWING: CITY OF LODI ("CITY") ON THESE PLANS, REPLACEMENT OF PAVEMENT WHICH IS BROKEN OF LODI STANDARDS. ALL FILL AREAS SHALL BE TESTED AS BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LODI 0:�
<br /> STANDARD SPECIFICATIONS AND ALL AMENDMENTS THERETO TO OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY REQUIRED BY THE CITY OF LODI AND SHALL BE PAID FOR BY THE STANDARD PLANS AND SPECIFICATIONS. ABBREVIATIONS a_
<br /> DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, CONTRACTOR, Q
<br /> SPECIFICATIONS "CALTRANS" LATEST EDITION, WHERE APPLICABLE, SHALL BE INDICATED IN THE CONTRACTOR'S UNIT PRICE FOR 2. CONTRACTOR SHALL EXPOSE EXISTING WATER LINES WHERE
<br /> ("CALTRANS") AB AGGREGATE BASE
<br /> WHERE THERE IS A CONFLICT BETWEEN THE PLANS AND THE CITY'S PAVEMENT, AND NO ADDITONAL PAYMENT SHALL BE MADE FOR 2. THE DEVELOPER SHALL BE RESPONSIBLE FOR COST OF INITIAL CONNECTIONS ARE TO BE MADE TO VERIFY EXISTING ELEVATION
<br /> STANDARD SPECIFICATIONS AND PLANS, THE CITY OF LODI SUCH WORK. TEST FOR MOISTURE DENSITY CURVE. IF THE FIRST TEST FAILS, AND LOCATION PRIOR TO START OF CONSTRUCTION. AC ASPHALT CONCRETE PAVEMENT
<br /> STANDARD SPECIFICATIONS AND PLANS SHALL PREVAIL. ALL WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL AVRV AIR VACUUM RELIEF VALVE
<br /> SHALL BE SUBJECT TO THE INSPECTION OF THE CITY OF LODI. 20. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN SUBSEQUENT CURVES AND TESTS. 3. ALL CONNECTIONS TO EXISTING CITY OF LODI FACILITIES SHALL BE BC BEGIN CURVE z Q
<br /> EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT MADE PER CITY OF LODI STANDARDS AND SPECIFICATIONS, BM BENCH MARK O_ o
<br /> 2. PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL OF INDUSTRIAL SAFETY. FOR TRENCHES 5 FEET OR MORE IN 3. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL BNDY BOUNDARY cn
<br /> CONTACT THE APPROPRIATE REGULATORY AGENCIES FOR A DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1 .02A VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED 4. FOR EXCAVATIONS OF FIVE FEET OR MORE, TRENCHES SHALL BE j
<br /> PRE-CONSTRUCTION CONFERENCE. OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR AND SHALL MADE IN CONFORMANCE WITH APPROPRIATE SHORING SYSTEM BOW BACK OF WALK w
<br /> CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES. BE INCLUDED IN THE LUMP SUM CLEARING COST, STANDARDS. BVC BEGIN VERTICAL CURVE z
<br /> 3. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE C CONCRETE
<br /> ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE 21 . WE CALL YOUR ATTENTION TO TITLE 8 CALIFORNIA ADMINISTRATION 4. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET 5. ALL WATER LINES SHALL BE TESTED AND DISINFECTED IN ,CL CENTER LINE ~
<br /> WORK COMTEMPLATED AND THAT THE WORK BE COMPLETED IN CODE SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY FOR LINES, GRADES OR MEASUREMENT OF THE WORK IN THEIR CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF LODI AND a-
<br /> ACCORDANCE WITH THE TRUE INTENT AND PURPOSE. THE ORDERS ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH THE AMERICAN WATER WORKS ASSOCIATION AWWA STANDARDS CONST CONSTRUCT Elf
<br /> PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ( ) 0
<br /> ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT SECTION C-651 . THE CONTRACTOR SHALL REVIEW THE CITY OF CR CURB RETURN cn
<br /> CONTRACTOR SHALL NOTIFY DUSPIVA ENGINEERING ("ENGINEER") STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS w
<br /> LODI REQUIREMENTS FOR: PRESSURE TESTING, BACTERIA TESTING, CT COURT
<br /> IMMEDIATELY REGARDING ANY DISCREPANCIES AND AMBIGUITIES SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES: HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID o
<br /> WHICH MAY EXIST IN THE PLANS AND SPECIFICATIONS. IF THE (1) PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE FOR BY THE CONTRACTOR. FLUSHING, SAMPLING, SAMPLE FAILURES, RETESTING, ETC PRIOR TO DC DROP CONNECTION
<br /> PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN TO DETERMINE WHETER UNDERGROUND INSTALLATIONS; I.E. SEWER, BIDDING PROJECT. CONTRACTOR SHALL INCLUDE FULL DI DROP INLET
<br /> GENERAL TERMS BUT NOT IN COMPLETE DETAIL. IT IS WATER, FUEL, ELECTRICAL LINES, ETC, WILL BE ENCOUNTERED AND 5, ALL EXISTING WELLS AND SEPTIC TANKS SHALL BE REMOVED COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS, DIP DUCTILE IRON PIPE o
<br /> UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. AND/OR ABANDONED PER THE REQUIREMENTS OF THE COUNTY EQUIPMENT AND INCIDENTALS FOR DOING ALL WORK INVOLVED IN DR DRIVE z
<br /> PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION HEALTH DEPARTMENT. THIS WORK SHALL BE INCLUDED IN THE TESTING AND DISINFECTION OF THE WATER MAIN.
<br /> FIRST QUALITY ARE TO BE USED. OF SUCH INSTALLATION, THE EXACT LOCATION SHALL BE LUMP SUM CLEARING COST. DRN DRAIN
<br /> DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND WHEN 6. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, DWG DRAWING 00
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<br /> 4. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR 6. CONTRACTOR'S PRICE SHALL INCLUDE COST TO IMPORT AND FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. E EAST00
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<br /> CAREFULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF EXPORT MATERIAL AS NEEDED BASED ON THE GRADING PLAN EC END CURVE r-
<br /> SURVEY STAKES, AND SHALL BEAR ALL EXPENSE FOR UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ATTACHED. THE GRADES SHOWN ON THE GRADING PLAN SHALL 7. COVERAGE ON THE WATER LINE SHALL BE 30 INCHES MINIMUM x
<br /> NOT CHANGE WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. AND 36 INCHES MAXIMUM FROM TOP OF PIPE TO PROPOSED ELEV ELEVATION �• t� z �
<br /> REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY ADVISED OF PROPOSED WORK AT LEAST FORTY-EIGHT (48) HOURS z Y
<br /> FINISHED GRADE AS SPECIFIED BY THE CITY OF LODI. EP EDGE OF PAVEMENT
<br /> LOSS OR DISTURBANCE. PRIOR TO THE STATE OF ACTUAL EXCAVATION. z U
<br /> 7. CONTRACTOR SHALL GRADE ALL LANDSCAPE AREAS TO WITHIN 0.10 EVC END OF VERTICAL CURVE Qo
<br /> 5, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 22. ALL TRENCHES IN PAVED AREAS SHALL BE PAVED WITH TEMPORARY FEET OF FINAL GRADE ELEVATIONS WITH APPROPIATE LANDSCAPE EXEXIST EXISTING 8. ALL WATER LINE IMPROVEMENTS SHALL BE INSPECTED MY THE CITY 0- 0
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<br /> COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE PAVING, OR COVERED WITH A STEEL PLATE OR APPROPIATE SIZE SECTIONS INCLUDED. OF LODI PUBLIC WORKS DEPARTMENT. FC,FOC FACE OF CURB �� �J./ � z
<br /> COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY AND STRENGTH, THE SAME DAY THE PAVEMENT CUT IS MADE. 9. WATER LINES SHALL BEA MINIMUM OF 10 FEET OUTSIDE OF PIPE FH FIRE HYDRANT ..� z 0
<br /> OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL 8. CONTRACTOR SHALL VERIFY BUILDING SUBGRADE SECTION WITH TO OUTSIDE OF PIPE FROM SEWER AND STORM DRAIN MAINS. FL FLOW LINE t�
<br /> APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 23. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF ARCHITECT PLANS BEFORE CONSTRUCTION. IF A DISCREPANCY w rn
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<br /> HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY FULL-SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL EXISTS, CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY. CROSSINGS SHALL MEET STATE HEALTH CODE STANDARDS. FUT FUTURE V 1 1441A" z nQ
<br /> ENGINEER AND THE CITY HARMLESS FROM LOCATIONS AND LAYOUT OF ALL MECHANICAL ELECTRICAL AND GB GRADE BREAK z xM
<br /> AND HOLD THE OWNER, 10. WATER PIPE MATERIAL REQUIREMENTS: M
<br /> ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH INSTRUMENTATION EQUIPMENT, PIPING AND CONDUITS, STRUCTURES 9. CONTRACTOR IS RESPONSIBLE FOR THE OFF HAUL AND DISPOSAL GFL GUTTER FLOW LINE "' 0 1
<br /> THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR AND OTHER FACILITIES. AS-BUILT RECORD DRAWINGS SHALL OF ANY AND ALL EXCESS DIRT. POLYVINYL CHLORIDE PRESSURE PIPE C-900, CLASS 150 mcr,
<br /> POLYVINYL CHLORIDE PRESSURE PIPE C-900, CLASS 200 OR GRATE , o
<br /> LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR REFLECT CHANGE ORDERS, ACCOMMADATIONS, AND ADJUSTMENTS HDPE HIGH DENSITY POLYETHYLENE ao
<br /> THE ENGINEER. TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, 10. THE CUT AND FILL VALUES SHOWN ON THE GRADING PLAN ARE 11 . ALL FIRE SERVICE LINES BEYOND THE FIRE DEPARTMENT
<br /> SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER HP HIGH POINT
<br /> CONNECTION (FDC) EXTENDING TO THE PROPOSED BUILDING SHALL
<br /> 6, UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE THE CONTRACTOR. CAN NOT CONTROL THE EXACT METHOD OR MEANS USED BY THE HS SEWER HOUSE SERVICE
<br /> IMPROVEMENT PLANS ARE REFERENCED TO THE CENTERLINE OF
<br /> CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE BE C-900 CLASS 200. INTX INTERSECTION
<br /> THE STREET. ALL STATIONS OFF CENTER ARE PERPENDICULAR TO 24. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS OVER THE INV INVERT
<br /> OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS OTHERWISE DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT ENTIRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR 12. ALL VALVE BOXES TO BE ADJUSTED TO FINISHED GRADE AFTER
<br /> NOTED. RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. FINAL EARTHWORK QUANTITIES. PAVING. COST FOR RAISING FACILITY TO BE INCLUDED IN UNIT L LEFT
<br /> JOINT POLE
<br /> PRICE FOR VALVES. L
<br /> AS-BUILT RECORD DRAWNGS SHALL BE REVIEWED AND THE
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<br /> 7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD COMPLETE AS-BUILT RECORD DRAWING SET SHALL BE CURRENT 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS LF LINEAR FEET
<br /> CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT AND 13. CONTRACTOR SHALL INSTALL THRUST BLOCKS PER CITY OF LODI LP LOW POINT u�
<br /> AND OR ENGINEER. TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL CONSTRUCTION PURPOSE. IF IT APPEARS THERE WILL BE AN STANDARDS. MAX MAXIMUM
<br /> ACCEPTANCE. EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY NOTIFY O
<br /> 8. THE CONTRACTOR SHALL PROVIDE14. CONTRACTOR IS ADVISED THAT ANY FIELD CHANGES DUE TO MH MANHOLE
<br /> ALL LIGHTS, SIGNS, BARRICADES, THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS -Z:�-
<br /> FLAGMEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN 25. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE CONTRACTOR CAN BE MADE. EXISTING CONDITION MUST COMPLY WITH STATE HEALTH STANDARDS. MH(D) STORM DRAIN MANHOLE Q Z N
<br /> ACCORDANCE WITH THE LATEST CALTRANS MANUAL. SHALL SUBMIT ONE SET OF REPRODUCIBLE PLANS, FINAL INVERTMH(S) SANITARY SEWER MANHOLE W Ln
<br /> ELEVATIONS FOR SEWER AND STORM DRAIN LINES THAT ARE TO BE 12. ALL LANDSCAPING AREAS THAT ABUT ANY PORTION OF THE 15. ACTUAL CONNECTIONS TO EXISTING WATER LINES WILL NOT BE MIN MINIMUM M
<br /> BUILDING SHALL BE GRADED SUCH THAT THE FINISHED GRADE IS PERMITTED PRIOR TO THE COMPLETION STERILIZATION AND TESTING <
<br /> 9. THE OFFICE OF THE CITY OF LODI PUBLIC WORKS AND BUILDING EXTENDED FOR FUTURE CONSTRUCTION SHALL ALSO BE SHOWN ON OF NEW WATER MAINS. N NORTH Z Q
<br /> DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE THE AS-BUILT PLANS ALL AS PROVIDED BY THE CONTRACTOR. SIX INCHES (6") BELOW THE FINISH FLOOR OF THE BUILDING. PCC POINT OF COMPOUND CURVE ORQ
<br /> OF ANY WORK. THE LANDSCAPE AREA SHALL NOT BE GRADED SUCH THAT WATER 16. REDUCED PRESSURE BACKFLOW PREVENTION DEVICE MUST BE PORTLAND CONCRETE CEMENT U
<br /> 26. THE CONTRACTOR SHALL NOTIFY DUSPIVA ENGINEERING AT LEAST DRAINS BACK TOWARD THE BUILDING. INSPECTED AND APPROVED BY AN APPROVED TESTING FIRM PRIOR PI,PIVC POINT OF INTERSECTION VERTICAL CURVE � U
<br /> 10. CABLE TV, ELECTRICAL, GAS, AND TELEPHONE UNDERGROUND SHALL 48 HOURS PRIOR TO BACK FILLING OF ANY PIPE WHICH STUBS TO TO THE FINAL APPROVAL OF THE BUILDING. m Q
<br /> BE CONMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. 13. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM THE PL PROPERTY LINE
<br /> SIDEWALK AND PAVING, TOLERANCE SHALL BE IN ACCORDANCE WITH THE CITY OF LODI PROPOSED IMPROVEMENTS TO THE EXISTING IMPROVEMENTS. 17. THE WATER METER SHALL BE PROVIDED AND INSTALLED BY THE PP POWER POLE Q
<br /> STANDARD SPECIFICATIONS, CITY OF LODI FORCES, PAID FOR BY THE DEVELOPER. PRC POINT OF REVERSE CURVATURE - 0
<br /> 11 . THE CITY OF LODI OR ASSOCIATED UTILITY COMPANY AND 14. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE � Z
<br /> RESIDENCES TO BE AFFECTED SHALL BE NOTIFIED IMMEDIATELY 27_ CONTRACTOR SHALL PROVIDE CITY WITH A CERTIFICATION SIGNED BY CONTRACTOR'S EXPENSE TO MINIMIZE ANY DUST NUISANCE ANS PUE PUBLIC UTILITY EASEMENT
<br /> UPON ANY UTILITY SERVICE DISRUPTION OTHER THAN SPECIFIED ON A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR STATING THAT SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS 18. FIRE HYDRANTS AND FIRE SPRINKLER LINES SHALL TESTED PER PVC POLYVINYL CHLORIDE -1 N
<br /> THESE IMPROVEMENT PLANS AND A TWENTY-FOUR 24 HOUR ALL BUILDING PAD ELEVATIONS ARE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY THE REQUIREMENTS OF THE CITY OF LODI FIRE DEPARTMENT R RIGHT 0
<br /> NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION. APPROVED GRADING PLAN. OF LODI. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY STANDARDS.
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<br /> OF LODI PUBLIC WORKS DEPARTMENT FOR USE OF WATER FROM 19. CONTRACTOR SHALL PAINT THE FIRE HYDRANT PER CITY STANDARDS RCP REINFORCED CONCRETE PIPE
<br /> 12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM 28. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN STRICT FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. FOR PRIVATE HYDRANTS. RW RIGHT OF WAY
<br /> THE CITY OF LODI, DEPARTMENT OF PUBLIC WORKS OR ANY CONFORMANCE WITH THE LATEST CALTRANS MANUAL ON UNIFORM S SOUTH
<br /> APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN TRAFFIC CONTROL DEVICES (MUTCD). 20. CONTRACTOR SHALL INSTALL TRACE WIRE OVER WATER MAINS PER SCH SCHEDULE
<br /> EXISTING CITY RIGHT-OF-WAY. THE CONTRACTOR SHALL BE SEWER NOTES- THE REQUIREMENTS OF THE CITY OF LODI STANDARD PLANS.
<br /> RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE SE SANITARY SEWER EASEMENT (f�
<br /> CONSTRUCTION AND COMPLETION OF THE PROJECT. 1 . THE CONTRACTOR SHALL EXPOSE EXISTING SANITARY SEWER WHERE SHT SHEET W
<br /> 13. STREET SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS STORM D R A N NOTES : LOCATIONCONNECTION
<br /> IS TOEVA E MADE N IS PER INFORMC ENGINEER
<br /> IFSH THE
<br /> STA STD STASTATION O
<br /> SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT Z
<br /> LOCATIONS ESTABLISHED BY THE ENGINEER. 1 . THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAIN LINEINFORM ENGINEER IF LOCATION AND ELEVATION DIFFER SO THAT SW,SDWK SIDEWALK
<br /> S) ENGINEER CAN MAKE CHANGES PRIOR E CONSTRUCTION.
<br /> WHERE CONNECTION IS TO BE MADE AND INFORM ENGINEER IF SWR SEWER
<br /> 14, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL THERE IS A DISCREPANCY BETWEEN THE SIGNED PLANS AND THE T TANGENT
<br /> OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE EXISTING FIELD CONDITION PRIOR TO THE START OF CONSTRUCTION, 2. SEWER MAINS SHALL INSTALLED FROM EXISTING FACILITIES Q
<br /> UPSTREAM TO THE ENDD OF THE LINE. TC TOP OF CURB
<br /> UTILITY COMPANIES. SO THAT THE ENGINEER CAN MAKE CHANGES PRIOR TO TBC TOP BACK OF CURB Dr-,
<br /> 15. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE
<br /> CONSTRUCTION. 3, ALL SANITARY SEWER CONSTRUCTION SHALL BE DONE IN TOP TOP OF PIPE W
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<br /> ATMOSPHERIC TEMPERATURE IS ABOVE 50°. 2. STORM DRAIN LINES SHALL BE INSTALLED FROM EXISTING FACILITIES ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LORI STANDARDS. MAIN LINES AND LATERALS SHALL BE AIR TESTED TP TELEPHONE POLE W
<br /> UPSTREAM TO THE END OF THE LINE. TYP TYPICAL
<br /> 16. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE FOR LEAKAGE IN CONFORMANCE WITH THE CITY OF LODI CD
<br /> CONTRACTOR'S RESPONSBILITY TO HAVE EACH UTILITY COMPANY 3. ALL STORM DRAIN CONSTRUCTION SHALL BE DONE IN ACCORDANCE STANDARDS. W WEST
<br /> LOCATE IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE WITH THE REQUIREMENTS OF THE CITY OF LODI STANDARDS. WM WATER MAIN
<br /> CONTRACTOR SHALL NOTIFY MEMBERS IF THE UNDERGROUND
<br /> 4. ALL TESTING REQUIRED BY THE CITY SHALL BE THE RESPONSIBILITY WTR WATER SERVICE ALERT (U.S.A,) FORTY-EIGHT 48 HOURS IN ADVANCE OF 4. ALL TESTING REQUIRED BY THE CITY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WWF WELDED WIRE FABRIC
<br /> PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE OF THE CONTRACTOR. 5, THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING XING CROSSING
<br /> NUMBER (800) 227-2600. THE CONTRACTOR SHALL RECORD THE 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING AND/OR OTHER PROVISIONS NECESSARY TO PROTECT WORKMEN
<br /> U.S.A. ORDER NUMBER. IT SHALL BE THE CONTRACTOR'S SOLE /
<br /> AND OR OTHER PROVISIONS NECESSARY TO PROTECT WORKMEN FROM ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5 FEET OR
<br /> RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO MORE. SAID PROTECTION TO BE IN ACCORDANCE WITH THE
<br /> WITH
<br /> DAMAGE RESULTS TO THEM DURING THE PREFORMANCE OF THE FROM ALL AREAS TO BE EXCAVATED TO A DEPTH 5 FEET OR REQUIREMENTS OF THE CITY OF LODI PUBLIC WORKS DEPARTMENT
<br /> CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL MORE. SAID PROTECTION TO BE IN ACCORDANCE WTH THE AND STATE REQUIREMENTS.
<br /> BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIREMENTS OF THE CITY OF LODI PUBLIC WORKS DEPARTMENT
<br /> REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY AND STATE REQUIREMENTS. 6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,
<br /> COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE FLAGMEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.
<br /> TO THE DEVELOPMENT. 6, THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, o
<br /> FLAGMEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. z w J
<br /> 7. ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH THE m Q Li
<br /> 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING REQUIREMENTS OF THE STATE HEALTH CODE STANDARDS. (' M U J
<br /> EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING
<br /> 7. UNDERGROUND CONTRACTOR SHALL VERIFY ALL EXISTING U' �' ``
<br /> EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE UNDERGROUND UTILITIES AND BE RESPONSIBLE FOR THE 8. SEWER CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND
<br /> BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF PROTECTION OF SAME. UTILITIES AND BE RESPONSIBLE FOR THE PROTECTION OF SAME. IMFESS/pN
<br /> EXISTING IMPROVEMENTS. O ql
<br /> 8. STORM DRAIN PIPE MATERIAL SHALL BE:
<br /> 9. SEWER PIPE MATERIAL SHALL BE:
<br /> 18. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF POLYVINYL CHLORIDE PIPE SDR-35, POLYVINYL CHLORIDE PIPE SDR-35. �^ f
<br /> THE WORK COVERED BY THESE PLANS AND SPECIFICATIONS, THE HIGH DENSITY POLYETHYLENE PIPE - ON-SITE ONLY m
<br /> PAVEMENT SHALL BE REPLACED, AFTER PROPER BACK FILLING, g MAINTENANCE HOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO 10. MAINTENANCE HOLE CASTINGS AND COVERS SHALL BE ADJUSTED TO EXP.6 099
<br /> WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE FINISH GRADES BY THE PAVING CONTRACTOR AFTER STREET
<br /> 20
<br /> MATERIAL USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT FINISH GRADES BY THE PAVING CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED. COST FOR ADJUSTING FACILITIES EXISTING OVERHEAD U TU TY N OTE
<br /> SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. IMPROVEMENTS ARE COMPLETED. COST FOR ADJUSTING FACILITIES TO BE INCLUDED IN THE UNIT PRICE FOR MAINTENANCE HOLES qTF cm\_ Q
<br /> TO BE INCLUDED IN THE UNIT PRICE FOR MAINTENANCE HOLES OF CAf �
<br /> AND CLEANOUTS. AND CLEANOUTS. CAUTION
<br /> CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THE VICINITY OF OVERHEAD
<br /> 10. ALL STORM DRAIN MAINTENANCE HOLES AND BASES SHALL BE ELECTRIC TRANSMISSION LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY
<br /> PRECAST AND CONSTRUCTED IN ACCORDANCE WITH CITY OF LODI TO BE AWARE OF, AND OBSERVE, THE MINIMUM CLEARANCES FOR WORKERS ® SHEET
<br /> STANDARDS. CONTRACTOR SHALL SET MAINTENANCE HOLE CASTING AND EQUIPMENT OPERATING NEAR HIGH VOLTAGE ELECTRIC LINES AS SET NUMBER
<br /> AND COVERS TO FINISH GRADE AFTER STREET IMPROVEMENTS ARE OUT IN THE HIGH VOLTAGE SAFETY ORDERS OF THE CALIFORNIA DIVISION OF e
<br /> COMPLETED, AND SHALL BE RESPONSIBLE FOR LOCATION OF INDUSTRIAL SAFETY AS WELL AS OTHER APPLICABLE SAFETY REGULATIONS.
<br /> MAINTENANCE HOLES BENEATH THE FINISH PAVEMENT.
<br /> 11 . ALL STORM DRAIN LINES SHALL BE CLEANED OF ALL SAND AND
<br /> DEBRIS PRIOR TO ACCEPTANCE BY THE CITY OF LODI. ���
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