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OFF-SITE CONSTRUCTION NOTES UTILITY NOTES EROSION & SEDIMENT CONTROL MEASURES
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FY/NG THE ELEVATIONS OF THE EX/STING STORM 1. BACKFILLING AND COMPACT/ON FOR ALL TRENCHES SHALL BE INSPECTED AND APPROVED BY THE 1. EROS/ON AND SEDIMENT CONTROL MEASURES SHALL BE EFFECT/VE FOR THE DURATION OF
<br /> DRAINS, SEWERS AND WATER PR/OR TO COMMENCING THE WORK. NOTIFY THE ENGINEER /F ACTUAL /S GEOTECHNICAL ENG/NEER. CONSTRUCTION.
<br /> DIFFERENT FROM PLANS.
<br /> 2. CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2 CONTRACTOR TO VER/FY ALL EXISTING INVERT ELEVAT/ONS FOR STORM DRAIN AND SANITARY SEWER 2 AFTER THE UNDERGROUND STORM DRAIN SYSTEM /S INSTALLED, THE CATCH BASINS W/LL BE , 5865 Owens Drive
<br /> PRACTICES, CONSTRUCT/ON CONTRACTOR W/LL BE REQUIRED TO ASSUME SOLE AND COMPLETE
<br /> CONSTRUCTION PR/OR TO ANY SITE WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS W/LL BE PLACED AROUND THOSE Pleasanton, CA 94588
<br /> RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECT/ON PO/NT. THIS W/LL ALLOW FOR ANY CATCH BAS/NS AS SHOWN ON THIS PLAN UNTIL THIS SITE /S PAVED.
<br /> INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY NECESSARY ADJUSTMENTS TO BE MADE PR/OR TO THE INSTALLATION OF THE ENT/RE L/NE. IF THE 925-251-7200
<br /> CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONS TRUC TION CON TRA C TOR CON TRA C TOR FA/LS TO BEGIN A T THE DOWNSTREAM CONNECT/ON POINT AND WORKS UPSTREAM, HE J. SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE
<br /> FURTHER AGREES TO DEFEND, IDEMN/FY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES
<br /> LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, J. ALL WORK ON-S/TE AND /N THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF STUBBED TO THE SITE.
<br /> LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DES/GN PROFESSIONAL. STOCKTON STANDARDS AND REQUIREMENTS 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROS/ON AND SEDIMENTATION PLAN.
<br /> J. TOPOGRAPHY SHOWN ON THE PLANS REPRESENTS APPROXIMATE CONDITIONS AS OF DECEMBER 2004. 4. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE 6" MIN/MUM NAME- TBD 10 & 26 N . W1 LSON WAY
<br /> 4. CONTRACTOR SHALL REPLACE OR REPAIR, A T CONTRACTOR'S OWN EXPENSE, ALL DAMAGED, REMOVED, OR BETWEEN PIPES CROSSING ELECTRICAL LINES HORIZONTALLY AND 12" MIN/MUM BETWEEN PARALLEL ADDRESS: TBD
<br /> OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES, IMPROVEMENTS OF FEATURES OF WHATEVER PIPES CROSSING ELECTRICAL LINES. TELEPHONE- TBD STOCKTOK CA
<br /> NATURE TO THEIR ORIGINAL CONDITION WHETHER SHOWN ON THE PLANS OR NOT, PROVIDED SUCH REPAIR 5. FOR UTILITY MATER/ALS AND TYPES, SEE THE PROJECT SPECIFICATIONS /F APPLICABLE AND NOT 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY (12" MIN. FOR
<br /> OR REPLACEMENT /S CAUSED BY CONTRACT WORK OPERA TORS. IDENTIFIED ON THESE PLANS THICK FOR THE FULL W/DTH AND 50 FEET LONG) A T EACH D/W ENTRANCE TO S1 TE ANY MUD THA T
<br /> 5. UNAUTHORIZED CHANGES AND USES.• THE ENGINEER PREPARING THESE PLAN WILL NOT BE RESPONS/B/LE /S TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY THE T E K I N ASSOCIATES
<br /> FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 6. WATER LINES SHALL BE 12" MIN/MUM ABOVE SANITARY SEWER LINE AT ALL CITY OF STOCKTON.
<br /> PLANS MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CROSS/NGS
<br /> 6. ALL EROS/ON CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED
<br /> 6. LOCATIONS OF EX/STING UNDERGROUND FACILITIES AND UTILITIES SHOWN ARE APPROXIMATE AND ARE 7. MIN/MUM COVER FOR WATER LINES /S 3.0 FEET. AND CHANGES TO THIS EROS/ON AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD
<br /> BASED ON FIELD SURVEY AND/OR AVAILABLE UT/L/TY COMPANY INFORMATION. IT /S THE CONTRACTOR'S CONDITIONS ONLY W1 TV THE APPROVAL OF OR AT THE DIRECT/ON OF THE CITY ENG/NEER.
<br /> RESPONSIBILITY TO VER/FY THE ACTUAL LOCATION OF UT/L/TIES PR/OR TO THE COMMENCEMENT OF WORK. 8 MINIMUM COVER FOR FIRE SERV/CE LINES /S 4.0 FEET
<br /> AS REQUIRED, PHYSICAL VER/F/CATION OF UTILITY LOCA TION SHALL BE PERFORMED BY POT HOLING OR 7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATER/AL AND DEBRIS. THE S1 IF SHALL BE
<br /> 9• SANITARY SEWER SHALL BE PVC SDR 35 EXCEPT WHERE DUCTILE IRON PIPE (DIP) IS NOTED OR AS MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM.
<br /> HAND DIGGING AND CAREFUL SUBSURFACE PROBING /N CONFORMANCE WITH ARTICLE 6 OF THE CAL/OSHA
<br /> CONSTRUCT/ON SAFETY ORDER. ANY DEV/AT/ONS FROM LOCA TIONS SHOWN ON THE PLANS SHALL BE REQUIRED BY THE LOCAL JURISDICTION. CONTRACTOR SHALL VER/FY REQUIREMENTS PR/OR TO
<br /> BROUGHT TO THE ENGINEERS ATTENTION BEFORE STARTING CONSTRUCT/ON. PLACING HIS B/D. DUCT/LE IRON PIPE (DIP) SHALL BE CLASS 50. 8. THIS PLAN COVERS ONLY THE FIRS WINTER FOLLOWING GRA DING. PLANS ARE TO BE RESUBMITTED E!LEVEn
<br /> FOR CITY APPROVAL PR/OR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE
<br /> 7. CONSTRUCT/ON CONTRACTORS SHALL MUFFLE AND SHIELD INTAKES AND EXHAUSTS, SHROUD OR SHIELD 10. DOMESTIC WATER LINES J"-3" SHALL BE SCHEDULE 40 PVC, 4" AND ABOVE SHALL BE C900 DR 18 IMPROVEMENTS ARE ACCEPTED BY THE C/TY.
<br /> IMPACT TOOLS, AND USE ELECTRIC-POWERED RATHER THAT DIESEL-POWERED CONSTRUCTION EQUIPMENT PIPE. 9. ALL EROS/ON CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH
<br /> (AS FEAS/BLE). WORK/NG DAY.
<br /> 11. FIRE SERVICE LINES 6"-12" SHALL BE C900 DR 14, UNLESS SPECIFIED OTHERWISE ON FIRE SHOP
<br /> 8. ALL STATIONARY NO/SE-GENERATING EQUIPMENT SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM DRAWINGS 10. SEDIMENT BAS/NS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT
<br /> NEIGHBOR/NG PROPERTY LINES. LEVEL INDICATED ON THE PLANS.
<br /> 9. ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND OPERATED ACCOR/NG TO MANUFACTURER'S 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROS/ON rk hk K I E R & WRIGHT
<br /> MAINTENANCE SCHEDULES AND RECOMMENDATIONS TO MINIMIZE NO/SE AND EXHAUST EMISSIONS UNDERGROUND FIRE PROTECTION SYSTEM NOTES CON TROL MEASURES TO THE SA T/SFACT/ON OF THE C/TY ENG/NEER. CIVIL ENGINEERS & SURVEYORS, INC.
<br /> (PARTICULAR NITROGEN OX/DES). 2850 Collier Canyon Road Phone (925) 245-8788
<br /> 10. THE DEVELOPER SHALL BE RESPONSIBLE FOR SECURING AND COMPLYING W/TH APPROPRIATE PERM/TS
<br /> 1. THE UNDERGROUND FIRE PROTECTION SYSTEM SHOWN ON THIS DRAWING /S SCHEMATIC AND /S NOT 12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. Livermore, California 94551 Fax (925) 245-8796 FROM THE BAY AREA AIR QUAL/TY MANAGEMENT DISTRICT FOR ANY EQUIPMENT OR PROCESSES THAT INTENDED TO BE AN /NSTALLAT/ON DRAWING. THIS DRAW/NG SHALL NOT BE USED AS A BASE
<br /> SHEET FOR SHOP DRAWINGS WITHOUT WRITTEN APPROVAL OF THE PREPARER. 13. INLETS WHICH ARE NOT USED /N CONJUNCT/ON W/TH ROCK BARRIER BAGS OR SEDIMENT BASINS
<br /> COULD RESULT/N EMISSIONS OF CRITERIA, TOXIC OR ODOROUS EM/SS/ONS. SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED
<br /> 2. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL PREPARE SHOP DRAWINGS SHOWING /S UNDISTURBED OR STABILIZED.
<br /> 11. THE CONTRACTOR /S REQUIRED TO HIRE A TES TING LABORATORY TO PERFORM COMPACTION TESTS THE ALL INFORMATION REQUESTED BY SPECIFICATIONS, NFPA 13, 24 AND THE LOCAL FIRE MARSHAL.
<br /> TEST RESULTS SHALL BE SUBMITTED TO THE CITY'S CONSTRUCTION ENGINEER PRIOR TO ANY OFF-SITE 14. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT AR/SE DURING CONSTRUCTION DUE TO LANDSCAPE ARCHITECTURE
<br /> PAVING. J. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL SUBMIT SHOP DRAWINGS TO THE ANTICIPATED FIELD COND/TIONS. VARIATIONS MAY BE MADE TO THE PLAN /N THE FIELD SUBJECT TO ' 943 Reserve Drive, Suite 100
<br /> LOCAL FIRE MARSHAL/BU/LD/NG OFFICIAL AND THE OWNER'S REV/EW/NG AGENT FOR PERMIT AND THE APPROVAL OF THE ENGINEER. Roseville, California 95678
<br /> 12. GRAD/NG CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON SITE DURING ALL GRADING ACTIVITY TO �� T 916 782 8688
<br /> WATER GRADE MATER/AL AND CONTROL DUST. CONTRACTOR SHALL COVER STOCKPILED DIRT WITH PLASTIC APPROVAL/ACCEPTANCE. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.
<br /> AND ANCHOR THE PLASTIC TO THE GROUND. ALL GRAD/NG, EARTH-MOVING OR EXCAVATION SHALL CEASE 4. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL SUBMIT SHOP DRAWINGS TO THE
<br /> WHEN WINDS EXCEED 20 MPH. ARCHITECT ALLOWING TIME FOR REVIEW AND ACCEPTANCE, PR/OR TO START OF WORK. 16. THIS PLAN /S INTENDED TO BE USED FOR EROSION CONTROL ONLY. OTHER INFORMATION SHOWN
<br /> REQUIREMENTS FOR SHOP DRAWINGS SUBMITTAL ARE LISTED IN SPEC/F/CATIONS. HEREIN MAY NOT BE THE MOST CURRENT. SEE SHEET C2 FOR OTHER INFORMATION.
<br /> GRADING NOTES 5. SHOP DRAW/NGS, APPROVED BY THE LOCAL FIRE MARSHAL AND OWNER'S REVIEWING AGENT SHALL
<br /> BE SUBMITTED BY THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER, TO THE ARCHITECT,
<br /> PR/OR TO REQUESTING FINAL APPROVAL AND PAYMENT REQUIREMENTS FOR SHOP DRAWINGS
<br /> 1. ALL GRAD/NG SHALL BE DONE /N ACCORDANCE W/TH RECOMMENDAT/ONS /N THE GEOTECHNICAL AND SUBMITTAL ARE LISTED /N SPECIFICATIONS.
<br /> FOUNDA TION INVEST/GA TION PREPARED FOR THIS S1 7F BY TERRACON, DA TED JUL Y 9, 2019, PROJECT NO.
<br /> NA 195018. 6. REFER TO SPECIFICATIONS FOR UNDERGROUND FIRE PROTECTION SYSTEM REQUIREMENTS.
<br /> SPECIFICATIONS ARE PART OF THE CONTRACT DOCUMENTS AND APPLIES TO THE GENERAL
<br /> 2. CONTRACTOR SHALL DETERMINE HIS OWN EARTH QUANT/TIES AND BASE HIS B/D ACCORDINGLY CONTRACTOR AND THE FIRE PROTECTION SYSTEM INSTALLER.
<br /> J. TOP OF CURB ELEVATION /S 0.5' ABOVE THE A.C. PAVING AND SPOT ELEVATIONS ARE TO FINISHED 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF COMPLIANCE OF THE SHOP DRAWINGS
<br /> SURFACE (UNLESS OTHERWISE NOTED). TO THE PLANS AND SPECIFICATIONS PR/OR TO SUBMITTAL.
<br /> 4. COMPACTION TO BE DETERMINED US/NG ASTM D1557, LATEST EDITION LABORATORY TEST PROCEDURE. 8. GENERAL CONTRACTOR SHALL NOT DIVIDE THE WORK SPECIFIED UNDER THIS SECTION BETWEEN
<br /> SUBCONTRACTORS.
<br /> 5. STORM DRAIN DESIGNATED AS "SO" SHALL BE CLASS 111 RCP, SDR 35 PVC OR HDPE AS STATED BELOW.
<br /> PVC AND HDPE PIPES SHALL ONLY BE USED WHEN MIN/MUM COVER REQUIREMENTS ARE MET AS SPECIFIED 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND EQUIPMENT
<br /> IN THE PVC PIPE BEDDING DETAIL AS SHOWN ON THESE PLANS. SUBST/TUT/ONS FOR ANY PIPE W/TH A LOCATIONS. RISER LOCATIONS ARE SHOWN ON ARCHITECTURAL DRAWINGS.
<br /> PART/CULAR MATER/AL SPECIFIED ON THIS PLAN SHALL ONLY BE MADE W/TH THE WRITTEN APPROVAL OF
<br /> THE ENG/NEER. 10. SEE ARCHITECTURAL FLOOR PLANS FOR DIMENSIONED AUTOMATIC SPRINKLER RISER (ASR)
<br /> LOCA TIONS,
<br /> 6. STORM DRAIN PIPE SHALL BE- 10" DIAMETER AND SMALLER SDR 35 PVC OR HDPE WITH RUBBER GASKETS
<br /> MEETING ASTM F477. 12" DIAMETER TO BE SDR 35 PVC, CLASS 111 RCP OR BLUE SEAL HDPE AS
<br /> MANUFACTURED BY HANCOR W/TH WATER TIGHT JOIN IS MEETING ASTM F477 AND ASTM D3212. 15"
<br /> THROUGH 24" DIAMETERS; PIPE TO BE CLASS 111 RCP OR BLUE SEAL HDPE AS SPECIFIED ABOVE. PIPES
<br /> LARGER THAN 24" IN DIAMETER SHALL BE CLASS 111 RCP UNLESS OTHERWISE NOTED. NO MA TER/AL DEMOLITION NOTES
<br /> SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE (DIP).
<br /> 1. ALL BACK FILLING OF THE FOOTING, EXCA VA TION, TRENCHING, HOLES, OVER EXCA VA TION, ETC. DURING
<br /> 7. ALL UTILITY STRUCTURES INCLUDING, BUT NOT LIMITED TO MANHOLES, CATCH BAS/NS, WATER VALVES, CONSTRUCTION SHALL BE BACK FILLED AND RECOMPACTED TO 909 RELATIVE COMPACTION PER ASTM
<br /> FIRE HYDRANTS, TELEPHONE AND ELECTRIC VAULTS, AND PULL BOXES, THAT LIE WITHIN THE PUBLIC D-1557, LATEST E91 TION, AND SHALL BE /N ACCORDANCE W/TH THE PROJECT GEOTECHNICAL
<br /> RIGHT-OF-WAY EASEMENTS OR AREAS AFFECTED BY WORK ON THIS PROJECT SHALL BE ADJUSTED TO ENGINEER'S RECOMMENDATIONS AND APPROVAL. THE COMPACT/ON OF ALL EXCA VAT/ONS GREATER
<br /> GRADE BY THE CONTRACTOR OR THE RESPECTIVE UTILITY COMPANY FOR WHICH THE CONTRACTOR /S THAN 5 FEET /N DEPTH SHALL BE 959 RELA TI VE COMPACT/ON OR PER THE GEOTECHN/CAL
<br /> RESPONSIBLE TO AFFECT COORDINATION. ENGINEER'S REQUIREMENTS /N ROADWAYS & UNDER SLABS THE UPPER 2 FEET OF BACKFILL SHALL
<br /> BE PER THE CITY OF STOCKTON STANDARDS AND REQUIREMENTS.
<br /> 8. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EX/ST/NG UNDERGROUND UT/L/T/ES AS SHOWN ON
<br /> THESES IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING REL/AB/L/TY. THE CONTRACTOR 2. ANY UTIL/T/ES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE REQUIREMENTS OF
<br /> IS CAUTIONED THAT ONLY ACTUAL EXCA VAT/ON WILL REVEAL THE TYPES, EXTENT, SIZES, LOCA TIONS AND THE RESPECT/VE UTILITY COMPANY AND AS APPROVED BY THE CITY OF STOCKTON STANDARDS AND
<br /> DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND REQUIREMENTS.
<br /> DELINEATE ALL KNOWN UNDERGROUND UTIL/T/ES. HOWEVER, THE ENG/NEER CAN NOT ASSUME
<br /> RESPONS/B/L/TY FOR THE COMPLETENESS OR ACCURACY OF THEIR DEL/NEAT/ON OF SUCH UNDERGROUND J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS /N
<br /> UTIL/T/ES WH/CH MAY BE ENCOUNTERED, BUT ARE NOT SHOWN ON THESE DRAW/NGS ADVANCE OF ANY GRADING AND FILLING OF THE SITE RELATING TO ANY DEMOLITION OR REMOVAL OF
<br /> SITE FEATURES. ALL A.C. PAVEMENT CONCRETE AND BASE ROCK SHALL BE CRUSHED, SALVAGED AND
<br /> 9. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES WHERE THEY ARE TO STOCK PILED FOR USE ON-SITE AS FILL MATERIAL. ALL REMOVAL, CRUSH/NG AND STOCK PILING
<br /> BE CROSSED, ABOVE OR BELOW, BY THE NEW FACILITY BE/NG CONSTRUCTED /N ORDER TO VER/FY THE SHALL BE INSPECTED, TESTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER.
<br /> GRADE AND TO ASSURE THAT THERE /S SUFFICIENT CLEARANCE. PIPE SHALL NOT BE STRUNG NOR
<br /> TRENCH/NG COMMENCED UNTIL ALL CROSS/NGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR 4. IN GENERAL, FILL MATER/AL SHALL NOT CONTAIN CLUMPS LARGER THAN 6 INCHES /N ITS GREATEST
<br /> FAILS TO FOLLOW THIS PROCEDURE, HE W/LL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR DIMENSION WITH NO MORE THAN 159 LARGER THAN 2.5 INCHES
<br /> MA TER/AL REQUIRED /F MOD/F/CA TIONS TO THE DES/GN ARE NECESSARY.
<br /> 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF
<br /> 10. THE CONTRACTOR SHALL SET HIS STT/NG OR WIRE THROUGH AT LEAST THREE GRADE STAKES TO VER/FY CONSTRUCTION OF ALL BUILD/NGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO CATCH
<br /> GRADE. IF THE STAKES DO NOT PRODUCE A UN/FORM GRADE, NOTIFY THE ENG/NEER IMMEDIATELY AND BASINS, CONDUIT TELEPHONE AND POWER POLES, FENCING, RETAINING WALLS, GAS LINES, 0/L LINES,
<br /> HAVE THE GRADES CHECKED PR/OR THE TRENCH/NG OR PLACEMENT OF CONCRETE. GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE CURB, GUTTER AND SIDEWALK,
<br /> TREES, BUSHES AND PLANT MATER/AL, ETC. BOTH ON-SITE AND OFF-SITE. THE CONTRACTOR SHALL
<br /> 11. ADJUSTMENTS TO BU/LD/NG PAD ELEVATIONS OR PARK/NG LOT GRADES TO ACHIEVE EARTHWORK BALANCE PROVIDE ALL REPAIRS, MAINTENANCE, SHORING, SUPPORT, ETC. TO MAINTAIN ALL FEATURES
<br /> SHALL BE MADE ONLY W/TH APPROVAL OF THE ENG/NEER. DESIGNATED TO REMAIN /F DAMAGED. NOTIFY ARCH/TEC T/ENG/NEER /F ANY DISCREPANCIES EX/ST OR
<br /> IF CLAR/F/CA TIONS ARE REQUIRED.
<br /> 12. ALL WORK, ON-SITE AND /N THE PUBLIC RIGHT-OF-WAY, SHALL CONFORM TO THE CITY OF STOCKTON
<br /> STANDARDS AND REQUIREMENTS. 6. NO BURN/NG SHALL BE ALLOWED WITHOUT THE PERM/SS/ON OF THE A/R POLLUTION CONTROL D/STT/CT
<br /> DISPOSE OF ALL MATER/AL /N ACCORDANCE W/TH ACCEPTED SAFETY STANDARDS DESCRIBED BY
<br /> AUTHORITIES HA V/NG JUR/SD/CT/ON. NO PILING OR BURN/NG OF ANY MA TER/AL WILL BE PERMITTED
<br /> W/TH/N AREAS OF 909 COMPACTION.
<br /> CONCRETE NOTES 7. COMPL Y WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS /N EFFECT AT THE CONSTRUCTION
<br /> St IF. PROTECT OPEN EXCA VA TION, TRENCHES, ETC., W/TH FENCES, COVERS, OR RA/L/NGS AS REQUIRED
<br /> 1. MIN/MUM COMPRESS/VE STRENGTH OF SITE CONCRETE SHALL BE J,000 PS/ FOR AREAS NOT SUBJECT TO TO MA/NTA/N SAFE PEDES TR/AN AND VEHICLE TRAFF/C. MA/NTA/N DES/GNA TED St 7F ACCESS FOR
<br /> VEHICULAR TRAFFIC AND 4,000 PS/ FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. UNLESS OTHERWISE NOTED VEHICLE AND PEDESTRIAN TRAFFIC.
<br /> CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW AND APPROVAL.
<br /> 8. WHEN DUST COND/TIONS EX/ST, DAMPEN THE AREAS TO PREVENT THE TRANSPORTAT/ON OF DEBRIS
<br /> 2. ALL REINFORCING STEEL, DOWELS, AND TIE BARS SHALL BE AT MIN/MUM 60 KS/ AND INSTALLED PER ACl INTO THE BU/LD/NGS AND ONTO ADJACENT PROPERTY.
<br /> GU/DEL/NES.
<br /> 9. THE CONTRACTOR /S RESPONSIBLE FOR THE FIN/SHED CONDITION OF HIS WORK. BEFORE WORK/NG
<br /> J. CONTRACTOR SHALL USE A WH/TE PIGMENTED MEMBRANE FORM/NG CUR/NG COMPOUND MEET/NG ASTM C309 OR OVER BACKF/LL OR SIM/LAR WORK COMPLETED BY OTHER CONTRACTORS, VER/FY THAT SUCH WORK
<br /> C1315 (TYPE ll) REQUIREMENTS FOLLOW/NG THE NORMAL CUR/NG PROCEDURE RECOMMENDED BY THE HAS BEEN PROPERLY BACKFILLED AND COMPACTED. NOT/FY THE ARCH/TECT PROMPTL Y /N WRITING /F
<br /> MANUFACTURER. ANY CONDITIONS DO NOT MEET THE PROPER STANDARDS. WITHOUT EXTRA COST TO THE OWNER, ALL
<br /> FEATURES DAMAGE /N THE PERFORMANCE OF ALL WORK SHALL BE RESTORED TO THE SAT/SFACT/ON
<br /> 4. JOINTING PLAN OF THE OWNER AND AUTHOR/TIES HAV/NG JURISDICTION.
<br /> A. CONTRACTOR TO PROVIDE JOINTING PLAN TO ENG/NEER FOR REVIEW AND APPROVAL SHOWING LOCATION AND 10. THE GEOTECHNICAL INVEST/GAT/ON FOR THIS S1 IF HAS BEEN PREPARED BY TERRA CON, DATED JULY 9,
<br /> SPACING OF CONTRACTION AND ISOLATION JOINTS AS SHOWN ON DETAIL SHEETS AT THIS TIME /T SHOULD 2019, PROJECT NO. NA195018. THIS REPORT REMAINS THE RESPONSIBILITY OF THE GEOTECHNICAL
<br /> BE DETERMINED /F CURBS ARE BEING POURED MONOLITHICALLY AND JOINTING ADJUSTED ACCORDINGLY. ENG/NEER AND /S INCLUDED /N THE SPEC/F/CAT/ONS OF THIS PROJECT. THE GEOTECHN/CAL REPORT
<br /> B. JOINT PANELS TO BE APPROX/MA TEL Y SQUARE W/TH THE LENGTH OF PANEL BEING NO MORE THAN 259 SHALL BE READ BY THE CONTRACTOR BEFORE SUBMISSION OF HIS B/D. ALL SITE WORK SHALL BE /N REVISIONS
<br /> GREATER THAN WIDTH. ACCORDANCE WITH THE REQUIREMENTS OF THE GE07ECHN/CAL REPORT. THE OWNER W/LL RETAIN THE
<br /> C. MAX/MUM JOINT SPACING SHALL BE AS CLOSE AS PRACTICAL TO THE FOLLOWING FORMULA (2 x SLAB GE07ECHN/CAL ENG/NEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT.
<br /> THICKNESS /N INCHES = JO/NT SPACING /N FEET). JO/NT SPACING SHALL NOT EXCEED THIS VALUE BY 159
<br /> D. CONTRACT/ON JO/NTS SHALL BE 1/4 THE SLAB THICKNESS. TOOLED CONTRACT/ON JO/NTS CAN BE UTILIZED 11. CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED HIMSELF REGARDING
<br /> FOR SLAB LESS THAN 5" THICK. SLABS 5" AND GREATER SHALL HAVE CONTRACTION JOINTS SAWN. SAWING REQUIREMENTS OF DRAW/NGS, SPEC/F/CAT/ONS, AND REGULAT/ONS PER TA/N/NG TO THE PROJECT.
<br /> OF CONTRACTION JOINTS SHALL BE DONE AS EARLY AS POSSIBLE, KEEPING /N MIND THAT WEATHER, MIX SPEC/F/CAT/ONS AND DRAWINGS ARE COMPLEMENTARY. WHAT /S CALLED BY ONE /S AS BINDING AS /F
<br /> DES/GN AND JOB S1 TE CONDITIONS MAY IMPACT JOINTING SCHEDULE. CALLED FOR BY ALL. THE CONTRACTOR /S TO FAMILIARIZE HIMSELF W/TH THE SITE AND COMPARE
<br /> REQUIREMENTS OF THE DRAWINGS AND SPEC/F/CAT/ON W/TH WORK TO BE PERFORMED BY THE
<br /> 5. CONCRETE COLOR SHALL BE STANDARD GREY WITH LIGHT BROOM FIN/SH UNLESS OTHERWISE NOTED ON PLANS CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE S/TE. 11 . 15.2 019
<br /> CONTRACTOR SHALL REVIEW ARCHITECTURAL AND LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL COLOR/NG,
<br /> FINISHING OR JOINTING DETAILS. 12. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR,
<br /> THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF DEMOLITION WORK, OR FOR THE NOTES
<br /> 6. THE ABOVE NOTES PERTAIN TO NON-STRUCTURAL SITE CONCRETE ONLY. SAFETY PRECAUTIONS AND PROGRAMS /N CONNECT/ON W/TH THE WORK. ANY ACTS OR OM/SS/ONS OF
<br /> THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSON PERFORM/NG ANY OF THE WORK, OR
<br /> FOR THE FA/LURE OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEET THEIR SCHEDULE W/LL
<br /> MAINTAIN RESPONS/B/L/TY.
<br /> 13. CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERN/NG AGENCIES AND
<br /> AS NOTED /N SPEC/FICA TIONS.
<br /> 14. NO TRENCH/NG DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAINING A
<br /> PERMIT FROM OSHA. BUILDING
<br /> SUBMITTAL SHEET
<br /> 15. REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENT/RE SITE JOB NO. A19507
<br /> DESIGNED JDQ C I ■ I
<br /> DRAWN: JDQ
<br /> OF 7 SHEETS
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