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EX. CONDITIONS C-2.1 <br />DEMO. UTILITY C-2.3 <br />GRADING SHEET C-3.1 <br />UTILITIES SHEET C-4.1A <br />EX. CONDITIONS C-2.2 <br />DEMO. UTILITY C-2.4 <br />GRADING SHEET C-3.2 <br />UTILITIES SHEET C-4.1B <br />SU <br />S <br />A <br />N <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />LAKE CENTER DRIVE <br />APN: 414-272-09 <br />PM 92-257 <br />LOT 5 <br />APN: 414-272-10 <br />PM 92-257 <br />LOT A <br />APN: 414-272-10 <br />PM 92-257 <br />LOT 4 <br />APN: 414-272-04 <br />LOT 3 <br />APN: 414-272-03 <br />LOT 2 <br />APN: 414-272-10 <br />PM 92-257 <br />LOT 4 <br />APN: 414-272-10 <br />PM 92-257 <br />LOT A <br />APN: 414-272-05 <br />TR 11421 <br />LOT 1 <br />3000 WEST MACARTHUR BOULEVARD <br />APN: 414-272-10 <br />PM 92-257 <br />LOT 34 <br />EX. CONDITIONS C-2.1 <br />DEMO. UTILITY C-2.3 <br />GRADING SHEET C-3.1 <br />UTILITIES SHEET C-4.1C <br />NO:DATE:DESCRIPTION: <br />JOB NO: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECK BY: <br />SHEET NO: <br />OWNER/ APPLICANT: <br />CONSULTANT: <br />PROFESSIONAL SEAL: <br />K: <br />\ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />S <br />\ <br />5 <br />0 <br />3 <br />. <br />0 <br />2 <br />7 <br /> <br />L <br />A <br />K <br />E <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />X <br />\ <br />C <br />A <br />D <br />\ <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />2 <br /> <br />A <br />N <br />D <br /> <br />3 <br /> <br />O <br />N <br />S <br />I <br />T <br />E <br />\ <br />C <br />- <br />1 <br />. <br />2 <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />. <br />D <br />W <br />G <br /> <br /> <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />2 <br />: <br />2 <br />5 <br />: <br />4 <br />2 <br /> <br />P <br />M <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />C.J.Segerstrom & Sons <br />PROJECT TITLE <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />BUILDING #2 - 3120 Lake Center Drive <br />BUILDING #3 - 3100 Lake Center Drive <br />Santa Ana, California 92704 <br />APN: 414-272-09, 414-272-10 <br />Shell Building Only <br />PLOT DATE:4/9/2025 <br />GENERAL NOTES <br />C-1.2 <br />503.027 <br />MI <br />JM <br />6/14/2024 <br />1. CONSTRUCTION AND INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE <br />IN ACCORDANCE WITH THE CITY OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. <br />WHERE THE STANDARD PLANS ARE SILENT, CONSTRUCTION AND INSTALLATION OF WATER <br />MAINS AND APPURTENANCES SHALL CONFORM TO THE AMERICAN WATER WORKS <br />ASSOCIATION (AWWA) SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC <br />WORKS CONSTRUCTION, 2012 EDITION. <br />2.CONSTRUCTION OF WATER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY <br />QUALIFIED CONTRACTORS WITH A VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE. <br />3.NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF <br />CERTIFIED BY THE STATE OF CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL <br />BE ALLOWED TO OPERATE THE CITY’S WATER SYSTEM VALVES. <br />4.NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF <br />CERTIFIED BY THE STATE OF CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL <br />SHUT WATER SERVICE OFF TO ANY CUSTOMER. <br />5.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY <br />FOR REVIEW AND APPROVAL “DISINFECTION AND FLUSHING PLAN” PER THE CITY OF <br />SANTA ANA DESIGN GUIDELINES AND STANDARD DRAWINGS. <br />6.ALL NEWLY CONSTRUCTED WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED <br />AND TESTED IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD <br />C600’S, PRIOR TO CONNECTING TO THE CITY’S WATER DISTRIBUTION SYSTEM. <br />DISINFECTION TESTING RESULTS SHALL BE SUBMITTED TO THE WATER RESOURCES <br />DIVISION FOR REVIEW AND APPROVAL PRIOR TO CONNECTING TO THE CITY’S WATER <br />DISTRIBUTION SYSTEM. <br />7.WATER MAINS WILL BE HYDROSTATIC TESTED AT 200 PSI FOR 2 HOURS. NEW WATER <br />MAINS CANNOT BE TESTED AGAINST AN EXISTING VALVE BUT CAN BE TESTED USING A <br />TEST PLATE. <br />8.REQUESTS TO SHUT-DOWN THE WATER DISTRIBUTION SYSTEM FOR TIE-INS OR OTHER <br />PURPOSES SHALL BE COORDINATED WITH THE WATER RESOURCES DIVISION STAFF AT <br />LEAST 2 WEEKS IN ADVANCE THROUGH THE CITY INSPECTOR. ALL CUSTOMERS AFFECTED <br />BY THE PROPOSED SHUT DOWN SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE BY <br />THE CONTRACTOR. <br />9.THE CITY OF SANTA ANA WATER RESOURCES DIVISION CANNOT GUARANTEE A COMPLETE <br />SHUTDOWN OF EXISTING MAINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />DEWATERING AND ISOLATION OF CONSTRUCTION FOR TESTING OR ANY OTHER <br />PURPOSES. <br />10.ALL FIRE HYDRANTS WHICH ARE OUT OF SERVICE OR NEW FIRE HYDRANTS WHICH HAVE <br />NOT BEEN ACCEPTED FOR SERVICE SHALL BE COVERED WITH A SACK INDICATING THAT <br />THE HYDRANTS ARE NOT IN SERVICE. <br />11.MAINTAINING WATER SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR <br />ANY SHUTDOWN LASTING LONGER THAN FOUR (4) HOURS. METHOD OF PROVIDING <br />TEMPORARY SERVICE MUST BE APPROVED BY THE WATER RESOURCES DIVISION. THE <br />WATER SHALL BE SAFE FOR DRINKING IN ACCORDANCE WITH STATE OF CALIFORNIA <br />WATER RESOURCES CONTROL BOARD (SWRCB) DRINKING WATER PROGRAM (DWP). <br />12.WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW <br />DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, <br />TESTED, APPROVED, AND CERTIFIED, AND APPROVED AND SIGNED OFF BY THE CITY. <br />CONTACT WATER RESOURCES DIVISION AT 714-647-3320. <br />13.ALL WATER MAINS SHALL BE AWWA C-900 PVC, DR14 PIPE OR AWWA C-151 DUCTILE IRON <br />PIPE. ALL OTHER PIPE MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE <br />WATER RESOURCES DIVISION. <br />14.WATER MAINS SHALL HAVE 36" MINIMUM COVER TO FINISHED GRADE. ANY DEVIATION <br />FROM THIS REQUIREMENT REQUIRES APPROVAL FROM THE WATER RESOURCES DIVISION. <br />15.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES AND POINTS OF <br />CONNECTION PRIOR TO TRENCHING. <br />16.PRIVATE WATER APPURTENANCES SUCH AS BACKFLOW PREVENTERS, FIRE HYDRANTS <br />AND STANDPIPES, AND VALVES SHALL BE PAINTED AS FOLLOWS: <br />A. DOMESTIC WATER:BLUE <br />B. POTABLE IRRIGATION:GREEN <br />C. RECYCLED IRRIGATION:PURPLE <br />D. FIRE PROTECTION:OSHA SAFETY RED <br />17.DO NOT CUT OR SNAP CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING <br />ASBESTOS CEMENT PIPE, EXPOSE SIX FEET IN EACH DIRECTION, LOOKING FOR THE <br />NEAREST JOINT AND JOIN TO NEW PIPE WITH A PROPERLY DIMENSIONED ADAPTER PER <br />STANDARD PLAN NUMBER 1443. <br />18.DO NOT TAP EXISTING MAINS WITHOUT THE PRESENCE OF A CERTIFIED PUBLIC WORKS <br />INSPECTOR. PRESSURE TEST TAPPING SLEEVE IN THE PRESENCE OF A CERTIFIED PUBLIC <br />WORKS INSPECTOR BEFORE TAPPING EXISTING MAIN. <br />19.FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND <br />DIGITAL FILE ARE DELIVERED TO AND ACCEPTED BY THE CITY’S INSPECTOR. SHOW ALL <br />FIELD CHANGES ON RECORD DRAWINGS. <br />20.TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE NON-SKID. <br />21.WHEN PUBLIC WATER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, EASEMENT <br />DOCUMENTS ARE TO BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING <br />ISSUED. <br />22.ALL RECYCLED WATER PROJECTS REQUIRE REVIEW AND APPROVAL BY THE WATER <br />RESOURCES DIVISION. <br />23.REMOVE FROM THE FIELD UPPER AND LOWER FIRE HYDRANT DRY BARREL AND 24" X 36" <br />IRON VAULT LID COVERS AND DELIVER UNDAMAGED TO THE CITY WATER RESOURCES <br />DIVISION YARD LOCATED AT 215 S. CENTER STREET. PRIOR NOTIFICATION OF THE <br />DELIVERY IS REQUIRED AT 714-647-3320. <br />24.WATER MAIN FITTINGS SHALL BE FLANGE OR MECHANICAL JOINTS ONLY, NO PUSH-ON <br />JOINT FITTINGS ALLOWED. <br />25.CONTRACTOR SHALL NOT REMOVE OR DISPOSE EXISTING WATER METERS. CONTRACTOR <br />SHALL APPLY FOR AN ABANDON WATER METER APPLICATION. CONTRACTOR SHALL <br />CONTACT WATER RESOURCES DIVISION AT 714-647-3320 FOR EXISTING METER REMOVALS. <br />26.INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER <br />INSTALLATION OF NEW CURB AND GUTTER OR AFTER CONTRACTOR HAS ESTABLISHED <br />THE PROPOSED CURB GRADE BY STAKING OF THE PROPOSED CURB. <br />WATER GENERAL NOTES <br />1.CONSTRUCTION AND INSTALLATION OF ALL SEWER MAINS AND APPURTENANCES <br />SHALL BE IN ACCORDANCE WITH THE CITY OF SANTA ANA STANDARD PLANS AND <br />SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT, CONSTRUCTION AND <br />INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE <br />STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION. <br />2.CONSTRUCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE <br />PERFORMED BY QUALIFIED CONTRACTORS WITH A VALID CALIFORNIA <br />CONTRACTOR A OR C34 LICENSE. <br />3.ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE <br />TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS <br />CONSTRUCTION. ALL NEWLY CONSTRUCTED SEWER MAINS, LATERALS AND <br />MANHOLES MUST BE INSPECTED VIA CLOSED CIRCUIT TELEVISION CAMERA BY A <br />NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) CERTIFIED <br />TECHNICIAN AND VIDEO SUBMITTED IN A DIGITAL FORMAT TO THE WATER <br />RESOURCES DIVISION FOR REVIEW AND FINAL ACCEPTANCE OF WORK. <br />4.ALL SEWER MAINS SHALL BE VITRIFIED CLAY PIPE (VCP) OR PVC SDR-26 PIPE. ALL <br />OTHER PIPE MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE <br />WATER RESOURCES DIVISION. <br />5.TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE NON-SKID. <br />6.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES AND POINTS OF <br />CONNECTION PRIOR TO TRENCHING. <br />7.WHEN PUBLIC SEWER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, <br />EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO <br />A PERMIT BEING ISSUED. <br />8.FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON <br />MYLAR AND DIGITAL FORMAT ARE DELIVERED TO AND ACCEPTED BY THE CITY’S <br />INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS. <br />9.ALL SEWER REPAIRS SHALL BE ACCOMPLISHED USING STAINLESS STEEL DOUBLE <br />BANDED COUPLINGS. <br />SEWER GENERAL NOTES <br />SHEET 2 OF 21 <br />INDEX MAP <br />1" = 40' <br />1.CONTRACTOR SHALL MAINTAIN A MINIMUM 1 FOOT HORIZONTAL SEPARATION <br />BETWEEN ANY INSTALLED UTILITIES, UNLESS SPECIFICALLY OTHERWISE NOTED. <br />THIS SHALL APPLY TO THE SEPARATIONS OF NEW UTILITIES TO ALL OTHER <br />UTILITIES, EXISTING OR PROPOSED. <br />GENERAL UTILITY NOTE <br />AS CIVIL ENGINEER/LAND SURVEYOR OF THIS PROJECT, I HAVE IDENTIFIED THE <br />LOCATION OF ALL EASEMENTS WHICH ARE DEPICTED ON THESE PLANS. I HAVE <br />REVIEWED THE PROPOSED EASEMENT DOCUMENTS AND VERIFIED THE PROPOSED <br />CONSTRUCTION DOES NOT CONFLICT OR INTERFERE WITH THE INTENDED EASEMENT <br />USE. <br />CIVIL ENGINEER/LAND SURVEYOR (STAMP AND SIGNATURE) DATE <br />OWNER/ APPLICANT: <br />CONSULTANT: <br />PROFESSIONAL SEAL: <br />PROJECT TITLE <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />BUILDING #2 - 3120 Lake Center Drive <br />BUILDING #3 - 3100 Lake Center Drive <br />Santa Ana, California 92704 <br />APN: 414-272-09, 414-272-10 <br />Shell Building Only <br />04/09/2025 <br />04/09/2025 <br />Behrooz Sarlak 4/22/2025