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GENERAL NOTES GRADING AND UTILITY NOTES:
<br /> PROJECT DIRECTORY co f
<br /> 1. THE 2016 CALIFORNIA BUILDING CODE, AND CALIFORNIA FIRE CODE, OCCUPANCY GROUP
<br /> 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY THE CITY OF LOO[ PUBLIC
<br /> 7 DIVISION, BUILDING USE, PARCEL NO. AND CONSTRUCTION TYPE AS AMENDED BY STATE OF WORKS ENGINEERING STAFF. THE CONTRACTOR SHALL VERIFY EXISTING GRADES FOR CONTACT PHONE
<br /> CALIFORNIA AND LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE CITY ENGINEER IMMEDIATELY _
<br /> SHOULD ANY CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. CLIENT CITY OF LODI PARKS DEPARTMENT (209) 333-67016
<br /> 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND CIVIL ENGINEER CITY OF LODI PUBLIC WORKS (209) 333-6706
<br /> ORDINANCES RELATING TO THE SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR 2. THERE MAY BE EXISTING UTILITIES NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL
<br /> PERSONNEL. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SHORING OF TRENCHES, TAKE CAUTION IN CONSTRUCTION AND IF UTILITIES OR OTHER ITEMS OF CONCERN ARE ELECTRICAL CITY OF LODI PUBLIC WORKS (209) 333-6762
<br /> VENTILATION OF CONFINED SPACES, CONFORMANCE TO TRAFFIC CONTROL REQUIREMENTS DISCOVERED, NOTIFY THE CITY ENGINEER FOR DIRECTION. IRRIGATION CITY OF LODI PUBLIC WORKS (209) 333-6800
<br /> INCLUDING THE PROVISION AND MAINTENANCE OF BARRICADES AND THE PREPARATION AND
<br /> IMPLEMENTATION OF TRAFFIC CONTROL AS REQUIRED. 3. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE CITY DOES NOT ELECTRIC CITY OF LODI ELECTRIC UTILITY DEPARTMENT (209) 333-6762
<br /> ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. THE CONTRACTOR SHALL VERIFY THE TELEPHONE AT&T (209) 943-4248
<br /> 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE
<br /> JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING COMMENCING WORK. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL WATER/
<br /> SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
<br /> FIELD CONDITIONS SHALL BE REPORTED TO THE CITY ENGINEER. THE CONTRACTOR WASTEWATER CITY OF LODI PUBLIC WORKS (209) 333-67410 I
<br /> CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE SHALL CONTACT UNDERGROUND SERVICE ALERT (USA)AT (800)227-2600 PRIOR TO ANY
<br /> CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY HARMLESS FROM ANY AND ALL DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARK[NG OPERATIONS, THE (800) 743-5000
<br /> LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. GAS PG&E GAS ENGINEERING DEPARTMENT (209) 942-1495
<br /> PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY. THIS SET SHALL BE KEPT ON SITE FOR REFERENCE FOR THE DURATION OF THE PROJECTAND SHALL BE SUBMITTED TO THE CITY ENGINEER AT THE COMPLETION OF WORK.
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<br /> 4. CONTRACTOR SHALL NOTIFY THE CITY OF LODI WATER DEPARTMENT PRIOR TO ANY USE OF 4. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL CONTACT UNDERGROUND
<br /> WATER FROM ANY FIRE HYDRANT.A FIRE HYDRANT METER DEPOSIT IS REQUIRED BY THE SERVICE ALERT (USA) AT 811, UPON COMPLETION OF USA MARKING OPERATIONS, THE _
<br /> CONTRACTOR. CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A FIELD SET OF DRAWINGS.
<br /> THIS SET SHALL BE KEPT ON SITE FOR REFERENCE FOR THE DURATION OF THE PROJECT
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<br /> 5. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING FOR REQUIRED INSPECTIONS, THE AND SHALL BE SUBMITTED TO THE CITY OF LODI WITH "AS-BUILT" DRAWINGS AT THE
<br /> PRESENCE OR ABSENCE OF A CITY REPRESENTATIVE OR OTHER INSPECTOR WILL NOT COMPLETION OF WORK.
<br /> RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER PERFORMANCE OF
<br /> THE WORK. 5. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS 00
<br /> TRANSITION SO AS TO AVOID TRAPPING WATER. THE CONTRACTOR SHALL NOTIFY THE r
<br /> 6. CONTRACTOR TO BE RESPONSIBLE FOR CONDITION OF ALL SUBSTRUCTURES (FOR EXAMPLE, CITY ENGINEER IF PONDING IS SUSPECTED. _ o
<br /> TRENCH SETTLEMENT. DAMAGED SUBSTRUCTURES, ETC.) UNTIL ONE YEAR AFTER THE "
<br /> PROJECT IS ACCEPTED BY THE CITY.5. ALL ASPHALT AND CONCRETE REMOVAL LIMITS WILL BE 6. WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1)ARE z n
<br /> MARKED IN THE FIELD BY CITY CREWS PRIOR TO CONSTRUCTION.
<br /> CONTINUOUSLY ACCESSIBLE, (2) HAVE MAXIMUM 1/2" CHANGE IN ELEVATION, 3 ARE
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<br /> MINIMUM 4$" IN WIDTH, (4) HAVE A MAXIMUM 2% CROSS SLOPE, AND (5) WHERE NECESSARY
<br /> POLLUTION DUST, AND EROSION CONTROL NOTES: TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% (I.E. 1:20) SHALL HAVE RAMPS
<br /> COMPLYING WITH 2016 CBC, SECTIONS 11 B-405 OR 11 B-406 AS APPROPRIATE. WHERE A
<br /> WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
<br /> 1. THE CONTRACTOR SHALL TAKE GREAT CARE IN PREVENTING DUST, DEBRIS, SEDIMENT, OR SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS
<br /> OTHER POLLUTANTS FROM LEAVING THE SITE. AND VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING mNN
<br /> WHICH IS 36" WIDE, COMPLYING WITH 2016 CBC, SECTIONS 11B-705.1.2.5, 2016 CBC h,
<br /> 2. THE CONTRACTOR SHALL NOT DISCHARGE SMOKE, DUST, OR ANY OTHER AIR CONTAMINANTS SECTIONS 11 B-247.1.2.5, 11 B-402.2, 11 B-403.3, 11B-303, 11 B-403.5.1 EXCEPTION #3. Q -
<br /> INTO THE ATMOSPHERE IN SUCH QUANTITIES AS TO VIOLATE THE REGULATIONS OF ANY y ,;o
<br /> LEGALLY CONSTITUTED AUTHORITY. 7. PRIOR TO BEGINNING WORK, ALL CROSSINGS BETWEEN NEW AND EXISTING UTILITY LINES
<br /> SHALL BE POTHOLED AND VERIFIED THAT NO CONFLICT WILL OCCUR. IF A CONFLICT
<br /> 3. THE CONTRACTOR SHALL KEEP ALL AREAS GENERATING DUST WITHIN THE LIMITS OF THE ARISES, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FOR DIRECTION.
<br /> PROJECT DURING THE TERM OF THIS CONTRACT.
<br /> 8, EXISTING UTILITY STRUCTURES, VALVE BOXES, UTILITY VAULTS, ETC. SHALL BE BROUGHT W w W ro
<br /> 4, THE CONTRACTOR SHALL KEEP ALL ROADS AND ACCESS POINTS ADJACENT TO THE PROJECT TO THE SPECIFIED FINAL GRADE PRIOR TO THE FINAL SURFACE INSTALLATION UNLESS F Z 7 z
<br /> FREE AND CLEAR OF MUD AND SILT DURING THE TERMS OF THIS CONTRACT. OTHERWISE NOTED. 7c F
<br /> 5. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL STORM WATER POLLUTION CONTROL 9. THE CONTRACTOR SHALL ENSURE THAT ALL UNDERGROUND UTILITY LINES ARE
<br /> REQUIREMENTS OF THE SPECIFICATIONS AND SHEET ECP-1. PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATION.
<br /> SURVEY NOTES: SCOPE OF WORK:
<br /> 1. THE CITY OF LODI WILL PROVIDE ALL CONSTRUCTION STAKING FOR THIS PROJECT. THE REFER TO PROJECT SPECIFICATIONS AND THESE PLANS FOR MORE INFORMATION:
<br /> CONCRETE REMOVAL LIMITS CAN BE MARKED BY THE CITY SURVEY CREW PRIOR TO
<br /> CONSTRUCTION AT THE REQUEST OF THE CONTRACTOR. TWO BUSINESS DAY NOTICE 1. OBTAIN ALL NECESSARY PERMITS INCLUDING THE CITY OF LODI BUILDING DEPT BUILDING
<br /> (MINIMUM) IS REQUIRED FOR ALL STAKING / MARKING REQUESTS. PERMIT, AND THE SERVICE REQUEST FOR POOLS AT THE SAN JOAQUIN COUNTY H
<br /> ENVIRONMENTAL HEALTH DEPARTMENT, CALL FOR INSPECTIONS AS REQUIRED F--�
<br /> 2. BASIS OF ELEVATION: BENCHMARK# 243 = 48.96 (NAVD88) NLOCATION: N. SIDE POPLAR ST. - 86' THROUGHOUT CONSTRUCTION AND COMPLY WITH PERMIT REQUIREMENTS. w m
<br /> W/W. BOC OF LIEBIG ST, RETIRED NGVD 29 ELEV. 46.90 O o
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<br /> 2. INSTALL ALL NECESSARY TEMPORARY FACILITIES INCLUDING FENCING, TRAFFIC
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<br /> 3. HORIZONTAL DATUM BASIS 15 CALIFORNIA STATE PLANE COORDINATE ZONE 3 PER NAD83. 7 M MCONTROL, AND WORK NECESSARY TO COMPLY WITH ALL CITY, STATE, FEDERAL
<br /> REGULATIONS, AND PROJECT STORM WATER REQUIREMENTS.
<br /> 4. PROTECT ALL EXISTING SURVEY MONUMENTS IN PLACE (UNLESS OTHERWISE NOTED), U o
<br /> 3. MOBILIZE EQUIPMENT.
<br /> DEMOLITION AND EXCAVATION NOTES: >
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<br /> 4, BASE BID: BEAD BLAST 1/4" WITHIN POOL BORDER, SAWCUT, AND DEMO CONCRETE DECK H 94 N A
<br /> 1. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR OUTSIDE BORDER, CLEAR, GRUB, AND GRADE. a
<br /> DEMOLITION OR REMOVAL AND REPLACEMENT. ALL DAMAGE TO EXISTING ITEMS SHALL BE (BID ALTERNATE Al: HAND CHIP CONCRETE WITHIN POOL BORDER, SAWCUT AND DEMO
<br /> RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL OR BETTER THAN ITS CONDITION ALL CONCRETE DECK, CLEAR, GRUB, AND GRADE.)
<br /> PRIOR TO THE START OF CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY OF LODI.
<br /> 5. SAWCUT AROUND POOL TARGET LINES, REMOVE AND DISPOSE OF PLASTER FINISH,
<br /> 2. THE CONTRACTOR SHALL DO NO EXCAVATING UNTIL ALL UTILITY AGENCIES HAVE BEEN GIVEN
<br /> THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 6. IMPORT/OFF-HAUL AS NECESSARY ESTABLISH SUB GRADE.
<br /> 3, HAND DIG OR USE VACUUM EXCAVATION TECHNIQUES IN AREAS TO BE EXCAVATED TO VERIFY 7. REMOVE ALL DECK CATCH BASINS AND CLEANOUTS AS SHOWN ON PLANS AND REPAIR OF
<br /> LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES. EXISTING STORM DRAIN LINE AT CATCH BASIN LOCATIONS. r r7
<br /> 4. MECHANICAL EQUIPMENT USED ON THIS PROJECT SHALL BE SELECTED TO MINIMIZE DAMAGE TO 8', FILL IN LIGHT NICHES.
<br /> THE EXISTING LANDSCAPING, CONCRETE, OR PAVEMENT ALONG THE PROJECT SITE AND TO ALL
<br /> ROADS USED AS TRUCK ROUTES TO BRING MATERIAL AND EQUIPMENT TO THE PROJECT. THE 9. REMOVE SEMI-RECESSED STEPS AND FILL STEP NICHES .
<br /> CONTRACTOR SHALL BE REQUIRED TO REPLACE DAMAGED A.C. PAVEMENT IN ACCORDANCE
<br /> WITH THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING TRUCK/ 10. REPAIR DAMAGE CAUSED BY DEMOLITION ACTIVITIES INCLUDING REPAIR OF POOL FLOOR
<br /> VEHICLE ACCESS ROUTES TO THE SITE AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED TILE TARGET LINES.
<br /> FOR FAILURE TO DO SO. �/ O
<br /> 1- INSTALL DECK DRAIN AND DECK DRAW WITH BOTTOM DRAIN ADAPTERS AND CONNECT TO
<br /> 5. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND THE ENGINEER IF CONFLICTS ARISE IN THE EXISTING STORM DRAIN LINE.
<br /> FIELD.
<br /> 12.1 INSTALL CLEAN OUTS AND CONNECT TO EXISTING 4" STORM DRAIN LINE WITH NEW 4" LINE.
<br /> 6. ALL OPEN CUT CONSTRUCTION FOR PIPING, ACCESS PITS, AND MAINTENANCE SHALL HAVE PROVIDE HYDROSTATIC LEAK TEST OR AIR TESTING. REPAIR ALL LEAKS AND RETEST IF r `J
<br /> SHORING SYSTEMS IN COMPLIANCE WITH CAL OSHA AND CITY OF LODI REQUIREMENTS. THE NECESSARY. H H O O
<br /> APPROVED SHORING SYSTEM SHALL BE USED FOR CONSTRUCTION OF ALL EXCAVATIONS
<br /> EXCEEDING 5 FEET IN DEPTH. CONTRACTOR SHALL REPAIR AND REPLACE WITH LIKE AND KIND 13. BASE BID: INSTALL 4" CONCRETE WITH REINFORCEMENT, PREP AND APPLY CONCRETE
<br /> ANY DAMAGE CAUSED BY INSTALLATION AND REMOVAL OF SHORING SYSTEMS TO TOPPING FOR POOL BORDER.
<br /> PRE-CONSTRUCTION CONDITION, (BID ALTERNATE Al: INSTALLA' CONCRETE WITH REINFORCEMENT,)
<br /> 7. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL SURPLUS EXCAVATION 14. SET INTO CONCRETE POOL COMPONENT ANCHORS AND TILE DEPTH MARKERS.
<br /> MATERIAL AND DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A NEAT ANDF�--!
<br /> ORDERLY CONDITION, 1,;5v;; INSTALL PLASTER POOL FINISH OVER GUNITE AND WET SST INLET TILE SURROUNDS. �J)Q�
<br /> 8. THE CITY WILL PROVIDE THE NECESSARY COMPACTION TESTING. TWO BUSINESS DAY NOTICE _1.6. INSTALL POOL COMPONENTS INCLUDING FIGURE FOUR GRAB RAILS, BACKSTROKE
<br /> (MINIMUM) IS REQUIRED FOR ALL TESTING. STANCHIONS, QUICKSET TILTED STARTING PLATFORMS, AND ASSOCIATED HARDWARE. 0
<br /> 17. MODIFY EXISTING DRAIN BOX AND/OR PIPE CONNECTION AND REPLACE THE EXISTING O
<br /> DRAIN COVERS. TEST PIPING TO VERIFY DRAIN COVERS COMPLY WITH REQUIRED FLOW
<br /> RATE.
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<br /> 18. FURNISH AND ASSEMBLE LIFEGUARD PLATFORM.
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<br /> PRINT DATE
<br /> 19. CLEAN UP SITE AND REMOVE TEMPORARY FACILITIES. Al
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<br /> 20. PREPARE AS-BUILT PLANS. 8/2/2018
<br /> o. 50027 � � ---
<br /> PLAN SET
<br /> ()2 OF 05
<br /> s �9T c IV L �\� SFIEET NO. -
<br /> G2
<br /> DRAWNC NO.
<br /> 08-02-18 01 SD05-G2
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