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GENERAL NOTES SAN JOAQUIN COUNTY GENERAL NOTES UTILITY NOTES
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE SAN JOAQUIN COUNTY STANDARD 1. ALL MATERIAL AND WORK SHALL CONFORM TO SAN JOAQUIN COUNTY SPECIFICATIONS AND PLANS.THE WATER LEGEND ABBREVIATIONS N
<br /> SPECIFICATIONS AND PLANS, LATEST EDITION,AND ALL AMENDMENTS THERE TO-DATE. IMPROVEMENTS ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. CONTACT
<br /> THE ADMINISTRATION OFFICE AT(209)XXX-XXXX TWO(2)WORKING DAYS(48 HOURS)PRIOR TO THE START OF ANY 1. ALL WATER LINES SHALL BE PRESSURE-TESTED, DISINFECTED, FLUSHED,AND TESTED FOR BACTERIA IN
<br /> 2. FOR ELEVATIONS REFER TO BENCHMARK REFERENCED ON SHEET C1.0. WORK TO ARRANGE FOR INSPECTION. CONFORMANCE WITH THE SAN JOAQUIN COUNTY SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE CITY. EXISTING PROPOSED ABBREVIATION DESCRIPTION
<br /> 3. PRIOR TO AND DURING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE 2. PRIOR TO EXCAVATING NEAR ANY UNDERGROUND UTILITIES,CALL U.S.A.AT LEAST 48 HOURS IN ADVANCE AT PHONE 2. ALL WATER SERVICES SHALL BE 1" MINIMUM.WATER SERVICE SHALL BE CONNECTED TO WATER MAINS WITH @ AT
<br /> CURRENT SAN JOAQUIN COUNTY STANDARDS AND ALL UPDATES AND REVISIONS MADE TO ANY OF THE SAN JOAQUIN 811. TWO-STRAP BRONZE SADDLES. CITY SHALL MAKE ALL TAPS ON EXISTING WATER MAINS ONLY. - 3.0 GROUND CONTOUR 3.0 AB AGGREGATE BASE
<br /> COUNTY STANDARD DETAILS SHOWN ON THESE PLANS.THE CONTRACTOR IS ALSO RESPONSIBLE FOR BEING ABS ACRYLONITRILE-BUTADIENE-STYRENE
<br /> FAMILIAR WITH THE WRITTEN SPECIFICATIONS AND/OR OTHER STANDARD DETAILS NOT SHOWN BUT WHICH ARE 3. THESE PLANS HAVE BEEN CHECKED BY THE SAN JOAQUIN COUNTY AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT 3. ALL VALVES,TEES AND CROSSES TO BE FLANGED TO THEIR RESPECTIVE FITTINGS.WATER VALVES TO BE 11.93TC TOP OF CURB ELEVATION 11.93TC AC ASPHALT CONCRETE
<br /> INCLUDED IN THE"SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS".
<br /> SUCH CHECKING AND/OR APPROVAL DOES NOT RELIEVE THE DEVELOPER AND CONTRACTOR FROM HIS/HER RESILIENT SEAT ONLY. 1.43FL FLOW LINE ELEVATION 11.43FL BCR BEGINNING OF CURB RETURN
<br /> i 1
<br /> RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN BO BLOWOFF SIEGFRIED
<br /> 4. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO SAN JOAQUIN COUNTY STANDARD PLANS, SHOWN THUS: COS THE FIELD DURING THE COURSE OF CONSTRUCTION. 4. WATER MAINS AT THE END OF FUTURE STREETS SHALL HAVE TWO(2)HALF-LENGTHS OF PIPE BETWEEN GATE 15.50EP PAVEMENT ELEVATION 15.50P BOC BACK OF CURB
<br /> STD. DWG. N0. VALVE AND BLOW-OFF. DEFLECTION OF WATER LINES SHALL NOT EXCEED 80%OF MANUFACTURER'S BOW BACK OF WALK
<br /> 4. RELOCATION OF DESIGNED UTILITY SYSTEMS MORE THAN 25'MUST BE REVIEWED BY THE PUBLIC WORKS 3428 Brookside Road
<br /> C&G CURB AND GUTTER CONCRETE ELEVATION 15.50C 15.50EC
<br /> DEPARTMENT PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SPECIFICATIONS. Stockton,California 95219
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT C, , , ,
<br /> SHALL BE APPROVED BY CITY STAFF AND THE DESIGN ENGINEER PRIOR TO THE INSTALLATION OF THE G &SW CURBGUTTERAND SIDEWALK
<br /> 209-943-2021
<br /> IMPROVEMENTS
<br /> ARE TO REMAIN.SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS . 5. WATER MAINS SHALL BE AS PER CITY STANDARDS AND FIRE HYDRANTS SHALL BE JONES J-4040, LONG BEACH CL CENTERLINE
<br /> EXPENSE. 425, CLOW 850,AVK 2470 OR APPROVED EQUAL AND SHALL CONFORM TO THE LATEST AWWA SPECIFICATIONS, EASEMENT LINE CB CATCH BASIN Fax: 209-942-0214
<br /> C.B.C. CALIFORNIA BUILDING CODE www.siegfriedeng.com
<br /> 6. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS.
<br /> C-503, FOR WET-BARREL FIRE HYDRANTS.ALL HYDRANTS SHALL BE PAINTED WITH CATERPILLAR YELLOW 5. ALL CONSTRUCTION STAKING FOR CURB,GUTTER,AND SIDEWALK,SANITARY SEWERS,STORM DRAINS,WATER ������� CJ CONSTRUCTION JOINT
<br /> LINES, FIRE HYDRANTS,AND ELECTROLIERS, ETC. SHALL BE DONE UNDER THE DIRECTION OF A CIVIL ENGINEER OR POLYURETHANE HIGH DUTY INDUSTRIAL ENAMEL. NO LEAD BASED PAINTS MAY BE USED. 2-16 PROPERTY&R/W LINE
<br /> AN INDIVIDUAL LICENSED TO PERFORM LAND SURVEYING UNDER THE CALIFORNIA BUSINESS&PROFESSIONS CODE. CO CLEANOUT
<br /> 7. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA 6. ALL VALVE STEMS MUST BE BROUGHT TO A MINIMUM OF 4'BELOW FINISH GRADE WITH STEM EXTENSION UNITS. DIA DIAMETER
<br /> DEPARTMENT OF INDUSTRIAL SAFETY. SANITARY SEWER LINE 6"SS DIP DUCTILE IRON PIPE
<br /> 6. HOUSE SERVICES, FIRE HYDRANT LATERALS, GAS AND TELEPHONE LINES,AND ALL OTHER UNDERGROUND
<br /> UTILITIES SHALL BE INSTALLED PRIOR TO CURB,GUTTER,AND SIDEWALK CONSTRUCTION AND STREET PAVING. 7. THRUST BLOCKS SHALL BE PROVIDED AT ALL REQUIRED LOCATIONS ON WATER LINE IN ACCORDANCE WITH THE DWG DRAWING
<br /> 8. THE CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE CURB, GUTTER SAN JOAQUIN COUNTY SPECIFICATIONS AND DETAILS. 12"SD STORM DRAIN LINE 12"SD EBOW EXISTING BACK OF WALK QRQFESs/o
<br /> OR SIDEWALK,ASPHALT CONCRETE PAVING,AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE 7. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED. ECR END OF CURB RETURN �� S //i V
<br /> CONTRACT WORK.ALL SUCH EXCESS MATERIAL GENERATED SHALL BE DISPOSED OF FROM THE SITE BY THE 8. ALL BACKFLOW2"
<br /> DEVICES SHALL BE INSTALLED WITH A WEATHER BLANKET FOR PROTECTION. - 2"W WATER LINE W EL ELEVATION %`
<br /> CONTRACTOR. 8. FOR ALL PROJECTS, REGARDLESS OF SIZE,THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES EEP EDGE OF EXISTING PAVEMENT f / �,' m
<br /> TO ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY CONSTRUCTION(SEE CHAPTER 16). EP EDGE OF PAVEMENT, EXISTING PAVEMENT w n
<br /> 9. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE WITHIN THE CITY STORM DRAIN FIRE SERVICE LINE 8"FS ESMT EASEMENT �09 3� 23
<br /> EX. EXISTING / /
<br /> RIGHT-OF-WAY FROM THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT,AND NOTIFY THE CITY 48 HOURS IN 9. MATERIAL TESTING: J' �Q
<br /> 1. STORM DRAIN PIPE SIZES SHALL NOT BE CHANGED WITHOUT THE APPROVAL OF THE DESIGN ENGINEER. �9 - �
<br /> ADVANCE OF STARTING ANY WORK TO BE ACCEPTED FOR OWNERSHIP AND MAINTENANCE BY THE SAN JOAQUIN a. ALL INDEPENDENT MATERIAL TESTING AND INSPECTION CALLED FOR BY THE CITY ENGINEER SHALL BE o � STREET LIGHT FL FLOWLINE CIV
<br /> TF
<br /> COUNTY. FURNISHED AND PAID FOR BY THE DEVELOPER OR CONTRACTOR. FH FIRE HYDRANT OFC
<br /> 2. STORM DRAIN PIPE:
<br /> b. SUBGRADE TESTING FOR R-VALUES IS REQUIRED PRIOR TO THE INSTALLATION OF BASE ROCK. FOC FACE OF CURB
<br /> 10. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST.THE OWNER AND THE ENGINEER DO NOT ACCEPT c. CONTRACTOR SHALL FURNISH MATERIAL CERTIFICATIONS OF PRE-MANUFACTURED MATERIAL WHEN CALLED a. REINFORCED CONCRETE PIPE, PER SAN N COUNTY STANDARD SITE LIGHT FT. FEET
<br /> RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH c. PVC PIPE, PER SAN JOAQUIN COUNTY STANDARD DATE SIGNED: 01/28/22
<br /> FOR BY THE CITY ENGINEER. b. CAST-IN-PLACE CONCRETE PIPE, PER SANN JOAQUIN COUNTY STANDARD G GROUND
<br /> UTILITY COMPANY ACCURATELY LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CLEANOUT o GB GRADE BREAK
<br /> CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES.
<br /> 13. STREET STRIPING SHALL INCLUDE STOP BARS, CENTERLINE STRIPING OR MARKERS,CROSSWALKS AND ALL OTHER d. HDPE PIPE, PER SAN JOAQUIN COUNTY STANDARD HORIZ HORIZONTAL
<br /> MARKINGS REQUIRED BY THE CITY ENGINEER. STRIPING SHALL BE DONE WITH THERMOPLASTIC AND REFLECTIVE a DRAINAGE INLET p HP HIGH POINT
<br /> 11. ATTENTION IS CALLED TO: SECTION 1540(A)(1)OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA
<br /> MARKERS. 3. CATCH BASINS TO BE CONSTRUCTED PER CITY STANDARD DETAILS. ID INSIDE DIAMETER
<br /> ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD 4. ALL CONSTRUCTION SITE ACTIVITIES, REGARDLESS OF PROJECT SIZE, SHALL CONFORM TO THESE STANDARDS . IN. INCH
<br /> PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973,AS AMENDED,WHICH STATES: 14. WHEN WIDENING THE PAVEMENT ON AN EXISTING ROAD,THE EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE CATCH BASIN ® LF LINEAL FEET
<br /> AND REMOVED BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION,OR TO THE ORIGINAL ROAD SECTION.AN PROJECTS GREATER THAN ONE(1)ACRE SHALL ALSO CONFORM TO THE STATE WATER RESOURCES CONTROL LH LAMP HOLE
<br /> "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND EXPLORATORY TRENCH, OR POT-HOLING, MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL. BOARD(SWRCB)GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT. AREA DRAIN Fe-1 LP LOW POINT
<br /> INSTALLATION I.E., SEWER,WATER, FUEL, ELECTRIC LINES, ETC.,WILL BE ENCOUNTERED AND, IF SO,WHERE LTJ LT LEFT
<br /> SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.WHEN THE EXCAVATION APPROACHES THE APPROXIMATE 15. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH SANITARY SEWER LTS LIME TREATED SUB-BASE
<br /> THEY WERE NOT TO BE REMOVED,SHALL BE REPAIRED OR REPLACED PER CITY STANDARD DETAILS EVEN IF Da GATE VALVE N MAX MAXIMUM
<br /> LOCATION OF SUCH AN INSTALLATION,THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR
<br /> HAND DIGGING AND WHEN IT IS UNCOVERED,ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR. 1. SANITARY SEWER PIPE SHALL BE: MH MAINTENANCE HOLE
<br /> a. V.C.P. EXTRA STRENGTH (ASTM C-700) FIRE HYDRANT MIN MINIMUM
<br /> OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION."
<br /> INSTALLATION.ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED 16. ASBESTOS CEMENT PIPE(ACP)OR FITTINGS SHALL NOT BE USED WITHIN THE SAN JOAQUIN COUNTY. b. PVC PIPE, PER SAN JOAQUIN COUNTY STANDARD ® NO. NUMBER
<br /> c. HDPE PIPE, PER SAN JOAQUIN COUNTY STANDARD NRCP NON-REINFORCED CONCRETE PIPE
<br /> 17. PRIOR TO TRENCHING FOR ANY SEWER,WATER, OR STORM DRAIN PIPE,THE CONTRACTOR SHALL VERIFY, IN THE FIRE DEPARTMENT CONNECTION 44 NTS NOT R SCALE
<br /> 12. THE CONTRACTOR SHALL CONTACT THE SAN JOAQUIN COUNTY AT LEAST 72 HOURS IN ADVANCE OF THE FIELD,THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION.ANY DEVIATION FROM THE 2. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED, FLUSHED WITH AN APPROVED SEWER BALL AND OD OUTSIDE DIAMETER
<br /> CONTRACTOR'S INTENT TO CONNECT TO PUBLIC UTILITIES TO COORDINATE THE CONNECTION TO PUBLIC WATER, PLANS SHALL BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING.
<br /> SEWER AND STORM DRAINAGE SYSTEMS. PASS A LEAKAGE TEST IN CONFORMANCE WITH SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS PRIOR TO SIGN �- P PAVEMENT
<br /> ACCEPTANCE BY THE CITY.ALL TESTING SHALL BE PERFORMED AFTER THE COMPACTION FOR STREET BASE PC POINT OF CURVATURE
<br /> 18. MANHOLES,VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE BY THE UNDERGROUND ROCK AND PRIOR TO PAVING. WM PCC POINT OF COMPOUND CURVATURE
<br /> 13. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE EACH UTILITY CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. D WATER METER WM
<br /> COMPANY LOCATE IN THE FIELD THEIR MAIN SERVICE LINES.THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE POT POINT OF TANGENCY
<br /> UNDERGROUND SERVICE ALERT(U.S.A.)48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING 19. FOR PIPES GREATER THAN 30"ON SEWER AND 36"ON STORM DRAIN,60"INSIDE DIAMETER, MANHOLES SHALL BE 3. A CLEANOUT SHALL BE PLACED RIGHTLINE PER COS STD. DWG. N0.S-1 7. COVER ON LATERAL AT PP POWER POLE
<br /> BFP BACKFLOW PREVENTER 0
<br /> THE TOLL-FREE NUMBER(800-227-2600). USED. PROPERTY LINE TO BE 3' MINIMUM
<br /> TO 5' MAAXIMUXIMU Y M EXCEPT AS NOTED ON PLANS. PRC POINT OF REVERSE CURVATURE
<br /> PT POINT
<br /> 14. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY LOCATIONS. IT SHALL BE 20. STREET CLOSURE OR LANE CLOSURE WILL REQUIRE A TRAFFIC CONTROL PLAN AND THE DESIGNATION OF A 4. ALL MANHOLES CONSTRUCTED ON A TRUNK MAIN SHALL BE PVC LINED O MAINTENANCE HOLE • PUE PUBLIC UTILITY EASEMENT
<br /> CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM QUALIFIED INDIVIDUAL FOR ITS IMPLEMENTATION AND SAFE MAINTENANCE. PER INDUSTRY STANDARD/MANUFACTURE'S SPECIFICATIONS AND PVC POLYVINYL CHLORIDE
<br /> DURING THE PERFORMANCE OF HIS CONTRACT.THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH TESTED IN CONFORMANCE WITH SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS. PL PROPERTY LINE
<br /> OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICES TO THE R RADIAL OR RADIUS
<br /> DEVELOPMENT. SAN JOAQUIN COUNTY STREET LIGHT NOTES R/W RIGHT-OF-WAY
<br /> EXISTING TREE RC ROLL-CURB
<br /> 15. WHENEVER EXISTING PAVEMENT IS BROKEN OR CUT DURING THE INSTALLATION OF THE WORK COVERED BY THESE 1. WHEN POLE LOCATION CONFLICTS WITH AN EXISTING OR PROPOSED FACILITY,THE POLE SHALL BE PLACED AS RCP REINFORCED CONCRETE PIPE
<br /> PLANS AND SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED WITH PAVEMENT MATERIALS EQUAL TO OR DIRECTED BY THE CITY ENGINEER. IN NO CIRCUMSTANCES SHALL A POLE BE MOVED MORE THAN 20'WITHOUT AN RET RETURN
<br /> BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVED REVISION OF THE PLAN SHEETS. RP RADIUS POINT
<br /> APPROVAL OF THE CITY ENGINEER IF LOCATED WITHIN CITY RIGHT-OF-WAY. RT RIGHT
<br /> 2. DEVELOPER SHALL SUPPLY ALL MATERIALS WHEN SERVED FROM AN UNDERGROUND SOURCE. MID SHALL SUPPLY PIPE TABLE SJCO SAN JOAQUIN COUNTY PHELAN
<br /> 16. PAYMENT FOR PAVEMENT WILL BE MADE FOR THE AREAS SHOWN ON THE PLANS. REPLACEMENT OF PAVEMENT AND INSTALL CONDUIT ON OVERHEAD CONNECTIONS. SD STORM DRAIN
<br /> WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THESE PLANS AND SS SANITARY SEWER
<br /> 3. CONTRACTOR SHALL PROVIDE A PULL BOX AT THE SERVICE POINT, EACH SIDE OF THE STREET CROSSING,AND AT SL STREET LIGHT D EVELOPM ENT
<br /> SPECIFICATIONS,AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE STREET CONTRACTOR'S 200'MAXIMUM SPACING. PULL BOX MAY BE SET ADJACENT OR BEHIND POLE IN RIGHT-OF-WAY.ANY CONDUIT RUN PIPE MINIMUM DEPTH OF PULL WIRE OR TRACER SW SIDEWALK 450 Newport Center Drive, Suite 230
<br /> UNIT PRICE FOR PAVEMENT,AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK. OVER 100'WILL REQUIRE A PULL BOX AT THE POLE. TYPE OF PIPE DIAMETER TYPE&CLASS BEDDING AND BACKFILL BURY WIRE END MARKERS SDMH STORM DRAIN MAINTENANCE HOLE Newport Beach, CA 92660
<br /> SST SHEET
<br /> 17. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS,WATER MAINS,AND SANITARY SEWERS WHERE
<br /> 4. CONDUIT SHALL BE A MINIMUM DEPTH OF 18"BELOW SIDEWALK GRADE IN PARK STRIPS AND 30"BELOW TOP OF WATER TIGHT GASKETED SDR-35 PVC ASTM 3034 SSMH SANITARY SEWER MAINTENANCE HOLE
<br /> CONNECTIONS AND CROSSINGS ARE TO BE MADE SO EXISTING FLOWLINES AND LOCATIONS CAN BE VERIFIED CURB GRADE IN STREETS,ALLEYS AND EASEMENTS NOT ADJACENT TO CURB OR SIDEWALK. DEPTH SHALL NOT STORM DRAIN 6"-24" OR HDPE STA STATION
<br /> BEFORE THE START OF CONSTRUCTION. EXCEED 48".
<br /> STD STANDARD
<br /> TC TOP OF CURB
<br /> 18. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 5. WHERE SIDEWALK IS AGAINST PROPERTY LINE,THE CONDUIT SHALL BE PLACED 6"BEHIND CURB.
<br /> TOW TOP OF WALL BUILDINGS H&I
<br /> CONDITIONS PROPERTY,TDHATING THE COURSE OF THIS REQUIREMENT SHALL APPLYON OF THIS PROJECT CONNTINUOUSLYY AND NOT BEILIM TED TO NG SAFETY OF ALL ORMAL WORKIING AND
<br /> 6. WHERE WALK IS SEPARATED FROM CURB AND GUTTER,OR A 10'SIDEWALK IS INSTALLED IN BACK OF CURB AND SANITARY
<br /> 6" SDR 35 PVC THRU THROUGH
<br /> TI TRAFFIC INDEX HOLLY COMMERCE CENTER
<br /> HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER GUTTER, PLACE POLE 18"FROM BACK OF CURB.ALL OTHER ZONES SHALL BE 18" FROM BACK OF SIDEWALK. ALL PIPES SHALL HAVE TYP TYPICAL
<br /> HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON WARNING TAPE LINO UNLESS NOTED OTHERWISE
<br /> THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7. POLE FOUNDATIONS SHALL BE 72"DEEP BY 30"DIAMETER OR 60"DEEP BY 36"SQUARE AND PLACED AGAINST1/2"x 3'STEEL SECTION
<br /> SCHEDULE 40 PVC 1" DOMESTIC WATER SHALL BE INSTALLED DIRECTLY UV UNDERGROUND VAULT
<br /> UNDISTURBED EARTH. DOMESTICOF REBAR SHALL BE
<br /> 2 1/2" COPPER PVC CL-150 DR-18 WITH TRACER WIRE SEE DETAIL 4 THIS ABOVE THE PIPES. VCP VITRIFIED CLAY PIPE
<br /> 19. CONSTRUCTION STAKING: CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED WATER PER DETAILS THIS SHEET DRIVEN IN THE GROUND
<br /> AWWA C-900 SHEET ALL NON-METALIC PIPES VERT VERTICAL
<br /> THE PLAN.THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY. 8. WHEN SPOTTING THE DISTANCE FOR PLACEMENT OF PULL BOXES,A PULL BOX SHALL BE PLACED AT THE LIGHT SHALL ALSO HAVE AT ALL BURIED CAPPED W WATER 9375 SUGAR RD
<br /> CONTRACTOR SHALL NOTIFY THE ENGINEER FORTY-EIGHT(48)HOURS PRIOR TO THE ACTUAL NEED FOR STAKING. POLE AND THEN SPACE FROM THERE. TRACER WIRE ENDS WP WEAKENED PLANE TRACY, CA 95304
<br /> ANY STAKING REQUESTED BY THE CONTRACTOR OR HIS SUBCONTRACTORS WHICH EXTENDS BEYOND THE ORIGINAL FIRE 6"-10" PVC CL-200 DR-14 WITH TRACER WIRE AWWA INSTALLED. (W) WEST
<br /> SCOPE OF WORK DEFINED IN THESE PLANS SHALL BE SUBJECT TO AN EXTRA WORK CHARGE TO THE CONTRACTOR. C-900 (E) EAST
<br /> THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED ENGINEERING, INC. CANNOT,AND WILL NOT,TAKE GRADING NOTES (S) SOUTH
<br /> RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY,WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED (N) NORTH
<br /> OR DETECTED AND/OR CORRECTED OR MITIGATED HAD SIEGFRIED ENGINEERING, INC. PERFORMED THE CONTRACT 1. GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION AND FILL OF STREETS IN ACCORDANCE WITH THE ± PLUS OR MINUS MILESTONES:
<br /> STAKING WORK. SPECIFICATIONS OF THE SOILS ENGINEER AND UNDER THE DIRECTION, SUPERVISION, MONITORING, TESTING AND SANITARY 2"4' PVC CL-200 DR-14 WITH TRACER WIRE AWWA 28 JANUARY 2022
<br /> APPROVAL OF THE OWNER AND OWNER'S SOILS ENGINEER. FORCE MAINS C-900 BUILDING DEPARTMENT SUBMITTAL
<br /> 20. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN JOAQUIN COUNTY FOR USE OF WATER FROM FIRE
<br /> HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE SAN JOAQUIN COUNTY FIRE 2. GRADING AND LAND STABILIZATION SHALL INCLUDE COST OF DEWATERING; REMOVING FROM THE SITE ALL
<br /> DEPARTMENT. STRIPPED VEGETATION, DEBRIS, STRUCTURES, POWER POLES, EXISTING PAVEMENT, BUILDINGS,TREES,AND OTHER
<br /> DELETERIOUS MATERIALS.
<br /> 21. THE PROPERTY OWNERS, DEVELOPERS,AND/OR SUCCESSORS IN INTEREST SHALL COMPLY WITH THE PROVISIONS
<br /> OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT AND STATE WATER RESOURCES 3. STOCKPILES OF EXISTING DELETERIOUS MATERIAL SHALL BE DISPOSED OF UNDER THE DIRECTION AND TRENCH NEW AC ROADWAY CLASS 2 NEW AC ROADWAY
<br /> CONTROL BOARD ORDER NUMBER 99-08-DWQ COMPLIANCE IS MANDATORY PER THE SAN JOAQUIN COUNTY'S SUPERVISION OF THE OWNER AND OWNER'S SOILS ENGINEER. SURFACE AGGREGATE BASE TRENCH-► SURFACE
<br /> GRADING AND EROSION CONTROL STANDARDS.
<br /> 4. ALL IMPORTED FILL SHALL BE APPROVED BY THE SOILS ENGINEER. �TRENCH FINISHED GRADE
<br /> 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION
<br /> AND COMPLETION OF THE PROJECT.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING 5. TOPOGRAPHICAL INFORMATION SHOWN REFLECTS A TOPOGRAPHY SURVEY PERFORMED BY SIEGFRIED
<br /> AND EROSION CONTROL PERMIT PRIOR TO STARTING ANY WORK, UNLESS OTHERWISE APPROVED BY THE CITY. ENGINEERING. -'` o 0 0 o VARIES FINAL 12"OF BACKFILL MAY BE REVISIONS:
<br /> 12" MIN. FINAL 12"OF BACKFILL MAY BE CLASS 2 AGGREGATE 12"MIN. NATIVE MATERIAL BUT SHALL BE
<br /> o
<br /> 23. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES,AT THE CONTRACTORS'EXPENSE,TO MINIMIZE ANY DUST 6. ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TO BE CLASS 2 NATIVE MATERIAL BUT SHALL BE �` g" BASE OR NATIVE � COMPACTED TO 85% R.0
<br /> NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD SPECIFICATIONS AND THEAGGREGATE COMPACTED TO 95% R.0 MIN MATERIAL. 12"
<br /> CONSIDERED AS"REFERENCE DETAILS"ONLY AND THE CITY'S APPROVAL OF THESE PLANS AND"REFERENCE
<br /> REQUIREMENTS OF THE SAN JOAQUIN COUNTY. DETAILS"DOES NOT RELIEVE THE OWNER/DEVELOPER FROM COMPLIANCE WITH THE STORM WATER POLLUTION BASE VARIES DEPTH WILL VARY SLURRY CEMENT BEDDING TRENCH BACKFILL MAYBE NATIVE
<br /> PREVENTION PLAN AS APPROVED BY THE CITY'S STORM WATER DIVISION. REMAINING TRENCH BACKFILL MAY PER UTILITY SEE PLAN AND BACKFILL 6"ABOVE PIPESOIL COMPACTED TO 90% R.C.
<br /> 24. THE CONTRACTOR SHALL FURNISH, INSTALL OPERATE AND MAINTAIN ALL MACHINERY,APPLIANCES AND EQUIPMENT BE NATIVE SOIL COMPACTED TO 90% 12
<br /> TO MAINTAIN ALL EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION,AND SHALL DEWATER AND DISPOSE OF 12" R.C. PROPOSED PIPE
<br /> THE WATER SO AS TO NOT CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY, OR TO CAUSE A NUISANCE OR MENACE SAND BACKFILL WITH A SAND
<br /> TO THE PUBLIC.THE DEWATERING SYSTEM SHALL BE INSTALLED AND OPERATED SO THE GROUNDWATER LEVEL GEOTECHNICAL NOTES SAND BACKFILL WITH A SAND OD PLACE PIPE ON BLOCK 6'OC.0 OD EQUIVALENT OF A 30 OR GREATER.
<br /> CD OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT WHICH WOULD CAUSE DAMAGE OR ENDANGER OD EQUIVALENT OF A 30 OR GREATER. O.D. COMPACT TO 90% R.C.
<br /> o �o(4"MIN.) LIMIT OF 36"X 36"X 12"WIDE
<br /> � 1. CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION, PAVEMENT COMPACT TO 90% R.C. O.D. ��
<br /> o ADJACENT STRUCTURES OR PROPERTY.ALL COSTS FOR DEWATERING SHALL BE INCLUDED IN THE UNIT PRICE BID �o (4 MIN.)
<br /> RECOMMENDATIONS, SLAB ON GRADE THICKNESS, ETC.AND COMPARE WITH ANY RECOMMENDATIONS ON THE O.D.. CONCRETE CUT-OFF(WHERE
<br /> lam,., FOR ALL PIPE CONSTRUCTION.THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF 1 FOOT BELOW THE To (4 MIN.)
<br /> 1-- BOTTOM OF EXCAVATION OF ANY FILL TO THE SPECIFIED DENSITY. DISPOSAL OF WATER SHALL BE IN ACCORDANCE PLANS, IF ANY DISCREPANCIES EXISTING NOTIFY THE ENGINEERS IMMEDIATELY. CALLED FOR) PROPOSED PIPE
<br /> z PROPOSED PIPE
<br /> WITH THE APPROVED SWPPP AND SHALL NOT DAMAGE PROPERTY, CREATE A PUBLIC NUISANCE OR VIOLATE THE 2. GEOTECHNICAL ENGINEERING SERVICES REPORT PREPARED BY ENGEO AUG. 1, 2018. 6" 6" 6" 6"
<br /> lz,, LAW.THE CONTRACTOR SHALL HAVE ON HAND, PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING 6" 6"
<br /> MIN MIN MIN MIN
<br /> L L
<br /> jD CONDITION FOR EMERGENCIES AND SHALL HAVE WORKMEN AVAILABLE FOR ITS OPERATION.THE DEWATERING 3. GEOTECHNICAL CONSULTANT RECOMMENDATIONS MUST BE FOLLOWED IN DEVELOPING BUILDING PAD AND MIN MIN
<br /> SYSTEM SHALL OPERATE CONTINUOUSLY UNTIL BACK-FILL HAS BEEN COMPLETED TO 1 FOOT ABOVE THE NORMAL OTHER ENGINEERING FILL AREAS. TRENCHING AND BACKFILL UNPAVED AREAS
<br /> STATIC GROUNDWATER LEVEL. TRENCHING AND BACKFILL PAVED AREASn SLURRY CEMENT TRENCH BACKFILL DETAIL (���AREAS
<br /> 0 25. SITE PREPARATION SHALL INCLUDE STRIPPING AND REMOVAL OF ALL VEGETATION AND ANY DEBRIS FROM THE 4. FEMA AE EL 13FT FLOODING IMPACTS WERE NOT ANALYZED IN THE REPORT. SHOULD CONSIDER LATERAL SCALE: NTS L SCALE: NTS SCALE: NTS
<br /> CONSTRUCTION AREAS.THE DEPTH OF STRIPPING ONSITE SHALL BE EVALUATED BY THE OWNER'S SOILS ENGINEER. LOADING ON STRUCTURAL AREA.
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<br /> 0 26. ANY VOIDS LEFT BY THE REMOVAL OF UNDERGROUND UTILITIES OR OTHER BURIED OBJECTS SHALL BE CLEANED OF
<br /> ALL LOOSE SOILS AND SHALL BE PROPERLY BACKFILLED WITH ENGINEERED FILLED THAT THE OWNER'S SOIL
<br /> = ENGINEER APPROVES, MONITORS, TESTS,AND APPROVES.
<br /> Cn
<br /> CD 27. THE SUBGRADE SOILS BENEATH ALL PAVING AREAS SHOULD BE COMPACTED TO A MINIMUM OF 95%OF THE DRY PAVEMENT MAX=="
<br /> CII DENSITY WHICH THE OWNER'S SOIL ENGINEER SPECIFIES. CONCRETE MAX=8" FINISHED GRADE
<br /> m
<br /> 28. IF ANY SOFT OR LOOSE SOIL POCKETS ARE FOUND ONSITE DURING THE STRIPPING OR RECOMPACTION PROCESS,
<br /> gTHEY SHALL BE OVER EXCAVATED AND RECOMPACTED. PAVEMENT
<br /> 29. ENGINEERED FILL SHALL BE PLACED IN HORIZONTAL LAYERS A MAXIMUM OF 8 INCHES IN LOOSE THICKNESS AND BE
<br /> 24" SUBGRADE
<br /> LLJ COMPACTED TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE OWNER'S SOIL 30"
<br /> w ENGINEER. MV ELECTRICAL, COMMUNICATIONS,AND
<br /> 36
<br /> O SPARE CONDUITS
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<br /> n 30. SUBGRADE SOILS UNDER EXTERIOR CONCRETE SHALL BE MOISTURE CONDITIONED AS APPROVED,TESTED AND
<br /> j INSPECTED BY THE OWNER'S SOIL ENGINEER. 42"
<br /> PROJECT: 17017
<br /> Of 31. CONTRACTOR SHALL MAINTAIN MOISTURE CONDITION RIGHT UP TO POURING OF CONCRETE. nn n nn IRRIGATION, GAS,AND HV ELECTRICAL F:\17projects\17017 Holly Sugarindustrial\Improvement
<br /> J ... �J O
<br /> FILE: plans\BUILDINGS H&I\0nsite\17017-C1.0-GEN NOTES.dwg
<br /> 0 32. ALL SAN JOAQUIN COUNTY STANDARD DETAILS REFER TO SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT DATE: 1/28/2022
<br /> STANDARD SPECIFICATIONS AND DETAILS 2006 UNLESS OTHERWISE NOTED. FIRE AND DOMESTIC WATER
<br /> Q
<br /> DRAWN BY: LSF/MWK
<br /> 33. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE POURED CONTIGUOUS TO EXISTING,ALL _1"TYPICAL
<br /> Cn ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE
<br /> 00000000
<br /> O�.
<br /> J DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND THREE 01
<br /> STORM/SANITARY SEWER/PROCESS WASTE SHEET TITLE:
<br /> o DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART SANITARY SEWER FORCE MAIN O.
<br /> AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB STORM MAYBE AS SHALLOW AS GENERAL NOTES
<br /> o SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60;#4 REBAR PENETRATING 10"COVER UNDER DOCK SLABS
<br /> FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM AND AT RWL CONNECTIONS
<br /> /n PERPENDICULAR. THE PENETRATING PORTION OF THE DOWEL AND THE ENTIRE(CLEANED)VERTICAL SURFACE OF
<br /> THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWO-PART EPDXY.
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<br /> APPROXIMATE BURIAL DEPTHS C1 ■
<br /> 0
<br /> l SCALE: NTS
<br /> UNIFORM DRAWING SYSTEM - U.S.NATIONAL CAD STANDARD VERSION 3.1
<br />
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