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NO:DATE:DESCRIPTION:
<br />JOB NO:
<br />DATE ISSUED:
<br />DRAWN BY:
<br />CHECK BY:
<br />SHEET NO:
<br />PROJECT TITLE
<br />OWNER/ APPLICANT:
<br />CONSULTANT:
<br />PROFESSIONAL SEAL:
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<br />SOUTH COAST
<br />TECHNOLOGY
<br />CENTER
<br />a California general partnership
<br />3315 Fairview Road
<br />Costa Mesa, California 92626
<br />C.J.Segerstrom & Sons
<br />BUILDING #1
<br />3600 S. Susan Street
<br />Santa Ana, California
<br />APN: 414-261-01
<br />TITLE SHEET AND
<br />GENERAL NOTES
<br />503.027
<br />KH
<br />JB
<br />10/07/2024
<br />1.ALL GRADING SHALL COMPLY WITH THE LATEST CBC CHAPTERS 18 AND 33, AND APPENDIX J AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT
<br />IS REQUIRED FOR GRADING.
<br />2.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE
<br />STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING
<br />INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS
<br />MEETING.
<br />3.AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
<br />4.THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL
<br />CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW.
<br />5.THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH
<br />GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH
<br />TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR
<br />EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE
<br />FIELD TECHNICIAN.
<br />6.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.
<br />7.FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO
<br />MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED
<br />EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT.
<br />8.THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA
<br />DIVISION OF INDUSTRIAL SAFETY.
<br />9.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY
<br />PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL
<br />SUBMIT A RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL.
<br />10.THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY.
<br />11.THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE/GENERAL CONTRACTOR.
<br />12.GRADING OPERATIONS, INCLUDING MAINTENANCE OF EQUIPMENT, WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE OF HUMAN OCCUPANCY SHALL NOT BE
<br />CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. ON WEEKDAYS, INCLUDING SATURDAY, OR ANY TIME ON SUNDAY OR A FEDERAL HOLIDAY. (CITY
<br />OF SANTA ANA MUNICIPAL CODE SECTION 18-314)
<br />13.THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY
<br />AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN
<br />EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO
<br />PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.
<br />14.ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL
<br />BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
<br />15.APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH
<br />DAY’S WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS.
<br />16.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE
<br />SITES.
<br />DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION
<br />PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE
<br />POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117
<br />AND 302.
<br />POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES,
<br />PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,
<br />AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT
<br />OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER
<br />LINE FLUSHINGS.
<br />DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY
<br />SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.
<br />17.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF
<br />NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE
<br />REGIONAL WATER QUALITY CONTROL BOARD.
<br />18.ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE
<br />IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE
<br />TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED.
<br />19.ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO FEET OF FREEBOARD IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114.
<br />20.CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON-SITE. REPAIR MUST BE
<br />COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.
<br />21.MINIMUM ASPHALT PAVEMENT SECTIONS SHALL BE:
<br />3”AC/6”AB - PARKING AISLES
<br />4”AC/8”AB - DRIVES [COMMERCIAL]
<br />4”AC/12”AB - DRIVES [INDUSTRIAL]
<br />3” A.C. OVER 4” A.B. - PARKING STALLS [MULTI-FAMILY]
<br />3” A.C. OVER 8” A.B. - DRIVE AISLES [MULTI-FAMILY]
<br />22.EARTHWORK VOLUMES:
<br />CUT 59,519 CUBIC YARDS
<br />FILL 47,953 CUBIC YARDS
<br />NET 11,566 CUBIC YARDS EXPORT
<br />23.IF THE NET VOLUMES EXCEED 500 CUBIC YARDS, THE CONTRACTOR MUST SUBMIT A HAUL TRUCK ROUTE TO THE CITY FOR APPROVAL. HAUL ROUTE SHALL
<br />INCLUDE THE LOCATION OF BORROW AND/OR DISPERSAL SITE, ALL STREETS INCLUDED IN THE ROUTE, THE PROPOSED STAGING AREA AND THE MAXIMUM
<br />GROSS WEIGHT OF THE TRUCKS WHEN LOADED.
<br />24.SUBMIT AN 8 1⁄2” X 11” HAUL ROUTE MAP OF APPROPRIATE SCALE WHICH INDICATES THE LOCATION OF THE PROJECT SITE, SHOWING STREETS AND
<br />DIRECTION OF HAULING UP TO AND INCLUDING THE END OF THE ROUTE.
<br />25.PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM
<br />“UNDERGROUND SERVICE ALERT” (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
<br />26.SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES,
<br />TRASH ENCLOSURES, ON-SITE PLUMBING AND ALL BUILDING STRUCTURES.
<br />27.ALL FONTS ON PLANS SHOULD BE A MINIMUM OF 0.1”.
<br />1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT’S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE
<br />RECOMMENDATIONS OF SOILS REPORT.
<br />2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%.
<br />3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
<br />AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL
<br />TIME.
<br />4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS
<br />REQUIRED AND APPROVED BY CITY.
<br />5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMPS) IN
<br />CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS.
<br />6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE
<br />PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED.
<br />7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE
<br />IMPOUNDED WATER CREATED A HAZARDOUS CONDITION.
<br />ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF:
<br />1.SPECIAL REQUIREMENTS OF THE PERMIT
<br />2.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
<br />3.CITY OF SANTA ANA CODE
<br />4.CALIFORNIA ENERGY CODE
<br />5.NATIONAL ELECTRIC CODE
<br />6.NFPA STANDARD 13
<br />7.NFPA STANDARD 24
<br />8.ORANGE COUNTY FIRE DEPARTMENT
<br />2022 CALIFORNIA BUILDING STANDARDS CODE (CBSC) AS OF JANUARY 2, 2023:
<br />1.2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CBSC
<br />2.2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CBSC
<br />3.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CBSC
<br />4.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CBSC
<br />5.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CBSC
<br />6.2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CBSC
<br />7.2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CBSC
<br />8.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC), PART 11, TITLE 24 CBSC
<br />9.2022 CALIFORNIA REFERENCED STANDARDS CODE (CRSC), PART 12, TITLE 24 CBSC
<br />CODES AND STANDARDS
<br />SHEET
<br />SHEET INDEX
<br />TITLE SHEET AND GENERAL NOTES C-1.1
<br />EXISTING CONDITIONS PLAN C-2.1
<br />ROUGH GRADING PLAN C-3.1
<br />EROSION AND SEDIMENT CONTROL PLAN C-7.1
<br />PROJECT INFORMATION
<br />OWNER:C.J. SEGERSTROM & SONS, A CALIFORNIA GENERAL PARTNERSHIP
<br />DESIGN ENGINEER:INCLEDON CONSULTING GROUP
<br />MICHAEL INCLEDON, RCE 52390
<br />1570 CORPORATE DRIVE, SUITE A
<br />COSTA MESA, CA 92626
<br />(657) 622-2158
<br />SOILS ENGINEER:NMG GEOTECHNICAL, INC.
<br />ZACHARY HAYGOOD, CEG 2726
<br />KARLOS MARKOUIZOS, RCE 50312
<br />17991 FITCH
<br />IRVINE, CA 92614
<br />(949) 442-2442
<br />PROPERTY ADDRESS:3600 SOUTH SUSAN STREET
<br />SANTA ANA, CA 92704
<br />ASSESSORS ID NUMBER(S):414-261-01
<br />FLOOD ZONE:ZONE X, REDUCED FLOOD RISK DUE TO LEVEE - FIRM # 06059C0258J
<br />DRC #:DP NO. 2023-37R
<br />LEGAL DESCRIPTION:
<br />PARCEL 1, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 121, PAGES 14 AND 15, INCLUSIVE OF PARCEL MAPS, IN
<br />THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
<br />EXCEPTING THEREFROM ALL OIL, GAS AND MINERAL RIGHTS, BUT WITHOUT THE RIGHT OF ENTRY ON THE SURFACE OR WITHIN 500 FEET THEREOF, AS RESERVED BY C.
<br />J. SEGERSTROM & SONS, A CALIFORNIA GENERAL PARTNERSHIP, IN THAT DEED RECORDED SEPTEMBER 30, 1980 IN BOOK 13766, PAGE 610 OF OFFICIAL RECORDS.
<br />ALSO EXCEPTING THEREFROM THAT PORTION INCLUDED WITHIN TRACT NO. 11420, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER
<br />MAP RECORDED IN BOOK 492, PAGES 6 THROUGH 9, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
<br />BENCHMARK:
<br />BENCHMARK 1F-155-89 DESCRIBED BY ORANGE COUNTY PUBLIC WORKS DEPARTMENT AS FOLLOWS:
<br />DESCRIBED BY OCS 2001 - FOUND 3 3 4". OCS ALUMINUM BENCHMARK DISK STAMPED "1F-155-89" SET IN A 3FT CONCRETE RETAINING WALL. MONUMENT IS LOCATED AT
<br />THE SOUTHERLY ENTRANCE TO HARBOR CORPORATE PARK, 0.2 MILE NORTHERLY OF SUNFLOWER AVENUE ALONG THE EAST SIDE OF HARBOR BOULEVARD, 75 FT.
<br />EASTERLY OF THE CENTERLINE OF HARBOR BOULEVARD AND 76 FT. NORTHERLY OF THE CORPORATE PARK ENTRANCE CENTERLINE. 28.1 FT. NORTHEASTERLY OF
<br />STREET STANDARD "#2243107E". MONUMENT IS SET LEVEL WITH THE TOP OF RETAINING WALL.
<br />ORANGE COUNTY PUBLISHED ELEVATION AT BENCHMARK 1F-155-89: 36.797 FEET [NAVD 1988]
<br />BASIS OF BEARINGS
<br />STATE PLANE COORDINATE VALUES WERE DEVELOPED FOR THE POINTS BASED UPON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6 (SPC 0406 CA 6),
<br />BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), NSR2011, 2010.00 EPOCH. THE VALUES FOR THE POINTS NOTED HEREON USED DATA FROM THE
<br />CALIFORNIA REAL TIME NETWORK (CRTN), BASE STATION FVPK.
<br />PROJECT AREAS
<br />TOTAL SITE AREA 5.58 ACRES
<br />DISTURBED AREA 5.58 ACRES
<br />EXISTING % PERVIOUS 100%
<br />SOUTH COAST TECHNOLOGY
<br />CENTER ROUGH GRADING PLANS
<br />3600 SOUTH SUSAN STREET
<br />SANTA ANA, CA 92704
<br />N.T.S.
<br />VICINITY MAP
<br />SITE LOCATION
<br />1.CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE.
<br />2.THE CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR CLEARING THE SITE IN PREPARATION FOR CONSTRUCTION.
<br />3.PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS (INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS) SHALL BE
<br />REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER.
<br />4.THE ENGINEER OF RECORD ASSUMES NO LIABILITY FOR THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITY LINES, STRUCTURES OR IRRIGATION LINES. INFORMATION SHOWN IS BASED
<br />ON BEST AVAILABLE RECORD INFORMATION IN COORDINATION WITH SURFACE FEATURES. THE CONTRACTOR IS TO MAKE AN ON-SITE INSPECTION AND NOTIFY ALL UTILITY AND IRRIGATION
<br />COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATION OF ANY AND ALL UNDERGROUND FACILITIES.
<br />5.REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
<br />6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID
<br />MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
<br />7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
<br />8.THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL
<br />INFORMATION ONLY.
<br />9.DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
<br />10.ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE. IF GRADING OPERATIONS DAMAGE OR ADVERSELY AFFECT SAID
<br />ITEMS IN ANY WAY, THE CONTRACTOR/ DEVELOPER IS RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(S).
<br />11.CONTRACTOR TO COORDINATE WET AND DRY UTILITIES PRIOR TO PLACEMENT.
<br />12.CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS OF ALL UTILITIES ENCOUNTERED DURING DEMOLITION, AND RECORD THE LOCATIONS OF ALL CAPPED UTILITIES.
<br />13.MAINTAIN A RECORD OF LOCATION OF UTILITY LOCATIONS ON THE AS-BUILT PLAN. INFORM THE SURVEYOR TO LOCATE AND RECORD ACTUAL LOCATIONS.
<br />14.ALL ITEMS OUTSIDE THE LIMIT OF WORK ARE TO BE PROTECTED IN PLACE.
<br />15.COORDINATE SALVAGE OF REMOVAL ITEMS/EQUIPMENT WITH THE OWNER.
<br />16.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
<br />17.DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION AND COURSE OF CONSTRUCTION.
<br />18.DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
<br />19.ALL DEMOLITION SHALL COMPLY WITH CHAPTER 34 OF THE CBC AND ARTICLE 87 OF THE CFC.
<br />20.CONTRACTOR TO FENCE SITE AS REQUIRED.
<br />ABBREVIATIONS
<br />AC/ASPH ASPHALTIC CONCRETE
<br />BL/BLDG BUILDING
<br />CB CATCH BASIN
<br />CF CURB FACE OR CUBIC FEET
<br />COM COMMUNICATIONS
<br />CONC CONCRETE
<br />CO CLEANOUT
<br />DR DRIVE
<br />DWV DOMESTIC WATER VALVE
<br />DWG DRAWING
<br />E ELECTRIC OR EASTING OR EAST
<br />EC EDGE OF CONCRETE
<br />EL ELECTRIC
<br />EP EDGE OF PAVEMENT
<br />EPB ELECTRICAL PULLBOX
<br />EXIST EXISTING
<br />FG FINISH GRADE
<br />FH FIRE HYDRANT
<br />FL FLOW LINE
<br />FS FINISH SURFACE
<br />FW FIRE WATER
<br />FWV FIRE PROTECTION WATER VALVE
<br />G GAS
<br />GB GRADE BREAK
<br />ICV IRRIGATION CONTROL VALVE
<br />MH MANHOLE
<br />NG NATURAL GRADE
<br />NTS NOT TO SCALE
<br />PA PLANTING AREA
<br />PVC POLYVINYL CHLORIDE
<br />PVMT PAVEMENT
<br />R RIDGE
<br />RCP REINFORCED CONCRETE PIPE
<br />RW RECLAIMED WATER
<br />RWV RECLAIMED WATER VALVE
<br />SD STORM DRAIN
<br />SDMH STORM DRAIN MANHOLE
<br />SF SQUARE FEET
<br />SS SANITARY SEWER
<br />SSCO SANITARY SEWER CLEANOUT
<br />SSMH SANITARY SEWER MANHOLE
<br />STD STANDARD
<br />TB TOP OF BERM
<br />TOE TOE OF SLOPE
<br />TG TOP OF GRATE
<br />TYP TYPICAL
<br />UG UNDER GROUND
<br />UNK UNKNOWN
<br />VA VALVE
<br />VLT VAULT
<br />WV WATER VALVE
<br />1.ALL GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT SPECIFICATIONS. PROJECT SPECIFICATIONS
<br />SHALL BE THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
<br />2.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
<br />3.PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING THE LOCATION AND
<br />ELEVATION OF ALL SURFACE JOIN CONDITIONS, AND INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES.
<br />IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE
<br />BEEN EVALUATED.
<br />4.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND
<br />SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO START OF
<br />CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY
<br />THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT/ENGINEER.
<br />5.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
<br />WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
<br />6.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR
<br />WORK.
<br />7.THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO
<br />REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
<br />LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR WILL VERIFY LOCATIONS.
<br />8.STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.
<br />9.THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE FIVE
<br />FEET OR DEEPER.
<br />10.A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER SHALL PERFORM CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS.
<br />11.THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING, INCLUDING PERMANENT TRENCH RESURFACING.
<br />12.PRIOR TO EXCAVATION CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (800-422-4133) FOR PUBLIC UTILITIES.
<br />13.ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF.
<br />14.CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO DISTURB THEM.
<br />15.CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE CITY OF SANTA ANA.
<br />16.STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR
<br />MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION.
<br />17.CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE APPROPRIATE JURISDICTIONAL AGENCIES FOR THE DISCHARGE OF STORM WATER RUNOFF AND
<br />GROUNDWATER THAT MAY BE NECESSARY TO ACCOMPLISH THE EXCAVATIONS AND CONSTRUCTION WORK SHOWN ON THESE PLANS.
<br />18.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE GREENBOOK), CURRENT EDITION, ALL
<br />SUPPLEMENTS THERETO, AND THE CITY OF SANTA ANA STANDARDS AS REQUIRED.
<br />19.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN. THE PLAN SHALL BE REVIEWED BY THE OWNER PRIOR TO CONSTRUCTION.
<br />20.CONSTRUCTION OF THE PROJECT WILL REQUIRE THE CONTRACTOR TO COORDINATE WITH THE OWNER AND MAINTAIN TRAFFIC IN THE AREAS OF CONSTRUCTION. CONTRACTOR WILL MAINTAIN
<br />ACCESS TO ADJOINING BUILDINGS AND DRIVEWAYS AT ALL TIMES. PROVIDE TEMPORARY DRIVEWAYS AND TRAFFIC-RATED PLATES OVER OPEN TRENCHES. CONTRACTOR SHALL LIMIT THE
<br />AMOUNT OF OPEN TRENCH SO THAT TRAFFIC CAN BE MAINTAINED. CONFORM TO THE GENERAL CONDITIONS. IF REQUIRED, CONTRACTOR SHALL IMPORT FILL MATERIAL FROM OFF-SITE.
<br />GENERAL CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL PERMITS AND COORDINATE PHASING OF OPERATIONS WITH THE PROJECT TEAM.
<br />21.IF ANY UNFORESEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND/OR
<br />OWNER'S REPRESENTATIVE BEFORE PROCEEDING FURTHER.
<br />22.CONTRACTOR SHALL REPLACE ANY SURFACE OR SUBSURFACE IMPROVEMENTS DAMAGED OR REMOVED DUE TO CONSTRUCTION AND IS REQUIRED TO REPLACE THEM TO THEIR ORIGINAL
<br />CONDITION.
<br />23.CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING FIRE LANES AT ALL TIMES. COORDINATE WITH FIRE AUTHORITY.
<br />24.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTIONS PRIOR TO POURING ANY CONCRETE.
<br />25.CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, MUD, SILT, DEBRIS, AND TEMPORARY DRAINAGE CONTROL DURING GRADING OPERATIONS.
<br />26.THE TERM "INSPECTION" OR "INSPECT" AS USED IN THESE CONTRACT DOCUMENTS SHALL BE TAKEN TO MEAN "OBSERVE" OR "OBSERVATION". THE ENGINEER IS NOT RESPONSIBLE FOR THE
<br />CONTRACTOR'S CONSTRUCTION METHODS.
<br />27.SUBMIT LAYOUT DRAWINGS FOR ALL MATERIALS PRIOR TO ANY MATERIAL PURCHASE OR INSTALLATION. SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
<br />UTILITY PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED
<br />(PIPE, FITTINGS, VALVES, CLEANOUTS, INLETS, DEVICES, ETC)
<br />PAVEMENT PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED
<br />(JOB MIX DESIGNS, PAVING PRODUCTS, ADMIXTURES, CURING MATERIALS, JOINT SEALANTS, ETC)
<br />28.REMOVE INTERFERING PORTIONS OF EXISTING ABANDONED UTILITIES AS REQUIRED TO CONSTRUCT PROJECT. VERIFY ABANDONED STATUS PRIOR TO REMOVAL. CONTRACTOR IS RESPONSIBLE
<br />FOR DOCUMENTING FINAL CONDITIONS IN AS-BUILT DRAWINGS. GENERAL CONTRACTOR TO PROVIDE NEW MONUMENTS IN THE EVENT EXISTING MONUMENTS ARE DISTURBED OR RELOCATED.
<br />CIVIL DEMOLITION NOTES
<br />NOTES TO CONTRACTORGENERAL GRADING NOTES
<br />EROSION AND SEDIMENT CONTROL GENERAL NOTES
<br />I HAVE REVIEWED AND APPROVE THIS GRADING PLAN. IT COMPLIES WITH ALL OF THE REQUIREMENTS
<br />AND RECOMMENDATIONS PER GEOTECHNICAL REPORT DATED 4/18/2024.
<br />______________________________________________________________________________
<br />SOILS ENGINEER SIGNATURE DATE
<br />SOILS ENGINEER CERTIFICATION
<br />CORROSION ENGINEER:PROJECT X
<br />EDUARDO HERNANDEZ, P.E.
<br />29990 TECHNOLOGY DRIVE, SUITE 13
<br />MURRIETA, CA 92563
<br />(213) 928-7213
<br />C-1.1
<br />SHEET 1 OF 4
<br />10/14/2024
<br />Behrooz Sarlak 10/29/2024
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