|
SHEET NO.DESCRIPTION
<br />CD-1.0
<br />GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
<br />SITE DEMOLITION PLAN
<br />SHEET INDEX:
<br />C-1.0
<br />EXISTING CONDITIONSC-1.1
<br />CONSTRUCTION LEGEND:
<br />ABBREVIATIONS:
<br />AC ASPHALT CONCRETE
<br />BACK OF SIDEWALKBSW
<br />OVERALL SITE CONTROL PLANC-2.0
<br />SITE GRADING PLAN AND SECTIONSC-3.0
<br />C-4.0
<br />VICINITY MAP
<br />NOT TO SCALE
<br />MISCELLANEOUS DETAILS
<br />BS BLUE STRIPE
<br />CONCRETEC/CONC/CC
<br />CAR STOPCRS
<br />CONCRETE SLABCS
<br />DRAIN INLETDI
<br />DOUBLE WHITE STRIPEDWS
<br />EDGE OF CONCRETEEC
<br />EDGE OF PAVEMENTEP
<br />EDGE OF GUTTEREG
<br />ELECTRIC PULL BOXEPB
<br />FLOW LINEFL
<br />FIRE DEPARTMENT CONNECTIONFDCONN
<br />GROUNDGRD
<br />FINISH FLOORFF
<br />FIRE HYDRANTFH
<br />GRADE BREAKGB
<br />METAL COVERMC
<br />PULL BOXPB
<br />POST INDICATOR VALVEPIV
<br />ROOF DRAINRD
<br />TOP CURBTC
<br />TRUNCATED DOME PADTDP
<br />THRESHOLDTHR
<br />TRAFFIC SIGNAL PULL BOXTSPB
<br />WHITE STRIPEWS
<br />PROPERTY LINEPL
<br />CENTER LINECL
<br />E WAKEHAM AVE
<br />E HUNTER AVE
<br />NORMANDY PL
<br />S
<br />G
<br />R
<br />A
<br />N
<br />D
<br />
<br />A
<br />V
<br />E
<br />PROJECT
<br />SITE
<br />GENERAL NOTES:
<br />ALL WORK PERFORMED IN THIS CONTRACT SHALL CONFORM TO:
<br />A.PROJECT SPECIFICATIONS.
<br />B.ALL SHALL CONFORM TO THE LATEST EDITION AND SUPPLEMENTS OF THE STANDARD
<br />SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND AMERICAN PUBLIC WORKS
<br />ASSOCIATION (APWA).
<br />C.2022 CALIFORNIA BUILDING CODE.
<br />D.CITY OF SANTA ANA PUBLIC WORKS STANDARD PLANS.
<br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WORK SPECIFIED ON THE DRAWINGS
<br />AND WITHIN THE VARIOUS NOTES SHOWN HEREIN.
<br />THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED FROM AS-BUILT
<br />DRAWINGS AND FIELD SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT
<br />THE JOB SITE AND VERIFY THE EXACT EXISTING CONDITIONS UNLESS CONCEALED BEFORE
<br />SUBMITTING HIS BID. ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE OWNER USING
<br />THE PROPER REQUEST FOR INFORMATION FORMS PRIOR TO SUBMITTING HIS BID FOR PROPER
<br />ACTION.
<br />THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE
<br />NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE
<br />REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.
<br />UNDERGROUND SERVICE ALERT:
<br />BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND
<br />SERVICE ALERT INQUIRY I.D. NUMBER BY CALLING 1-800-422-4133. TWO (2) WORKING DAYS SHALL BE
<br />ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED
<br />THAT UTILITY OWNERS CAN BE NOTIFIED.
<br />PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE
<br />PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD SPECIFICATIONS.
<br />REMOVALS:
<br />ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS INSPECTION OF
<br />THE INSPECTOR OF RECORD (IOR) AND OWNER AUTHORIZED REPRESENTATIVE (OAR). SECURE THE
<br />REQUIRED PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR THE
<br />CONSTRUCTION OF TRENCHES, SHORING OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER OR
<br />WORK THAT MAY JEOPARDIZE THE WORKERS. SHORING CALCULATIONS SHALL BE PROVIDED AS
<br />REQUIRED FOR APPROVAL AND PERMITTING.
<br />THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO CONTROL
<br />DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE JURISDICTIONAL AGENCY.
<br />ALL FILL OR BACKFILL SHALL BE COMPACTED TO AT LEAST 90% MDD (MAXIMUM DRY DENSITY) PER
<br />ASTM D-1557.
<br />CONSTRUCTION STAKING AND ADJUSTMENTS FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL
<br />BE PERFORMED BY A LICENSED LAND SURVEYOR PAID FOR BY THE CONTRACTOR AND INCLUDED IN
<br />THE CONTRACT.
<br />VOIDS RESULTING FROM REMOVAL WORK SHALL BE FILLED WITH SUITABLE MATERIALS COMPACTED
<br />TO 90% MAXIMUM DENSITY PER ASTM D-1557.
<br />IF EXISTING UTILITIES ARE EXPOSED OR DETERMINED TO EXIST UNDER THE CONSTRUCTION LIMITS,
<br />CONTRACTOR SHALL PROVIDE A FLAGGED STAKE THAT INDICATES THEIR LOCATION, TYPE OF
<br />UTILITY, SIZE, PIPE MATERIAL AND DEPTH. STAKES SHALL BE INSTALLED NO LESS THAN 50' ON
<br />CENTER ON STRAIGHT LINES AND AT BENDS.
<br />MAINTAIN A RECORD OF LOCATION OF UTILITY MARKERS ON THE AS-BUILT PLAN AND REINSTALL
<br />THEM AFTER PAVING. REPLACE BENT OR UNUSABLE MARKERS FOR ALL UTILITY LINES DISCOVERED
<br />WITHIN THE WORK AREA. INSTALL BRASS UTILITY MARKERS INDICATING DIRECTIONS OF LINES AT
<br />ALL CHANGES IN DIRECTIONS AFTER PAVING. INFORM THE SURVEYOR TO LOCATE AND RECORD
<br />ACTUAL LOCATIONS.
<br />UNCLOG, CLEAN AND FLUSH THE WORK AREA DRAINAGE SYSTEM AFTER PAVING AND IMMEDIATELY
<br />BEFORE A RAIN FORECAST.
<br />CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE (SECTION
<br />7050.5) ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT OF
<br />DISCOVERY OR RECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A DEDICATED
<br />CEMETERY, THE LAW REQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION
<br />OF DISTURBANCE OF THE SITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY BE LOCATED,
<br />OCCUR UNTIL THE FOLLOWING MEASURES HAVE BEEN TAKEN:
<br />A.IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED
<br />NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR
<br />DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED
<br />GRAVE GOODS.
<br />B.IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED
<br />NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR
<br />DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED
<br />GRAVE GOODS.
<br />ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY
<br />INSPECTOR OF RECORD OR A LEGAL DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL
<br />BY A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE INSPECTOR OF RECORD UPON
<br />REQUEST.
<br />ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR ERROR OR MISINFORMATION
<br />WILL BE CHARGED TO THE CONTRACTOR.
<br />SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED
<br />PER CONSTRUCTION STAKING BY A LICENSED SURVEYOR. PRIOR TO GRADING, AS REQUESTED BY
<br />THE INSPECTOR OF RECORD, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS
<br />SHALL BE STAKED.
<br />A COPY OF THE APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A RESPONSIBLE
<br />PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.
<br />CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND THE PERIMETER OF THE
<br />CONSTRUCTION SITE AND STAGING AREA. FENCING SHALL BE MINIMUM 6 FEET TALL AND SHALL
<br />HAVE A DUST/VISION BARRIER ALONG THE FULL LENGTH. THE DUST/VISION BARRIER SHALL EXTEND
<br />THE LENGTH OF THE CONSTRUCTION SITE. THE FENCING SHALL BE ANCHORED TO THE SURFACE
<br />AND SHALL BE ABLE TO WITHSTAND A 200-POUND HORIZONTAL POINT LOAD IN ANY DIRECTION.
<br />TEMPORARY FENCING POLES AND GATES POST SHALL BE DRIVEN INTO THE GROUND. FENCE
<br />STANDS WILL NOT BE ALLOWED EXCEPT FOR AREAS WHERE EXISTING CONCRETE IS TO REMAIN
<br />PROTECT IN PLACE. WORK AREA AND STAGING AREA SHALL BE SECURE AT ALL TIMES.
<br />THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
<br />CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL
<br />NOT BE LIMITED TO NORMAL WORKING HOURS.
<br />THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL
<br />SUBTRACT THE THICKNESS OF THE PAVED SECTION AND/OR LANDSCAPE TOPSOIL SECTION TO
<br />ARRIVE AT THE ROUGH GRADE ELEVATION.
<br />CONSTRUCT STRAIGHT GRADES BETWEEN ELEVATIONS SHOWN ON PLAN UNLESS INTERRUPTED BY
<br />A GRADE CHANGE LINE. ANY DEVIATION FROM THE GRADING PLAN MUST HAVE PRIOR APPROVAL
<br />FROM THE ENGINEER OF RECORD.
<br />GRADE LAWN, TURF, AND PLANTING AREA 1-1/2" MAX AT ACCESSIBLE PATH OF TRAVEL AND 2" MAX
<br />AT OTHER AREAS BELOW DESIGN GRADES INDICATED.
<br />THE CONTRACTOR SHALL CONTACT DIG ALERT BY DIALING 811 AT LEAST 48 HOURS PRIOR TO ANY
<br />EXCAVATION TO NOTIFY UTILITY OWNERS.
<br />HAND DIG ONLY AT LOCATION WHERE UNDERGROUND UTILITIES NEED TO BE PROTECTED IN PLACE.
<br />8.
<br />7.
<br />6.
<br />5.
<br />4.
<br />3.
<br />2.
<br />1.
<br />9.
<br />10.
<br />11.
<br />12.
<br />13.
<br />14.
<br />15.
<br />16.
<br />18.
<br />17.
<br />19.
<br />20.
<br />21.
<br />22.
<br />24.
<br />23.
<br />PALM TREE
<br />PULL BOX
<br />DRAIN INLET
<br />PIPE
<br />FIRE HYDRANT
<br />ROOF DRAIN
<br />CONTOUR LINE
<br />PROPERTY LINE
<br />CENTER LINE C L
<br />PILLAR/BUILDING
<br />PL
<br />POST INDICATOR VALVE
<br />FIRE DEPARTMENT CONNECTION
<br />#
<br /># - DIA IN INCHES
<br />CONSTRUCT NEW 4" THICK CONCRETE PAVEMENT OVER 4" THICK
<br />CRUSHED AGGREGATE BASE PER DETAIL 1 ON SHEET C-4.0.
<br />CONSTRUCT NEW 4" THICK PAVEMENT OVER 4" THICK CRUSHED
<br />AGGREGATE BASE (CAB) PER DETAIL 2 ON SHEET C-4.0.
<br />INSTALL NEW CAST IN PLACE TRUNCATED DOMES PER DETAIL 7
<br />ON SHEET C-4.0
<br />NEW STRIPING PER ARCHITECTURAL DRAWINGS.
<br />REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, FULL
<br />DEPTH.
<br />REMOVE EXISTING CONCRETE PAVEMENT AND BASE MATERIAL,
<br />FULL DEPTH.
<br />GRIND 1.5" OF EXISTING AC PAVEMENT IN PREPARATION OF AC
<br />OVERLAY PER DETAIL 3 ON SHEET C-4.0.
<br />CLEAR, GRUB, AND REMOVE EXISTING GRASS/PLANTER/BUSH/
<br />GRAVEL EXPOSED SUBGRADE AREA. REMOVE EXISTING SHRUBS
<br />AND ROOTS IN ITS ENTIRETY.
<br />LIMIT OF WORK ------------------------------------------------------------------------
<br />LIMIT OF REMOVAL -------------------------------------------------------------------
<br />OVERLAY WITH NEW LAYERS OF AC PAVEMENT A MINIMUM OF
<br />1.5" PER DETAIL 3 ON SHEET C-4.0.
<br />SURVEYOR DATE: JULY 15, 2024
<br />FLORENTINO FERRER
<br />FERRER & ASSOCIATES
<br />LAND SURVEYORS & ENGINEERS
<br />16388 COLIMA ROAD, UNIT 206-L
<br />HACIENDA HEIGHTS, CA 91745
<br />APN NUMBER
<br />402-322-01
<br /> SURVEYOR'S NOTES
<br />1.THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY OF VISIBLE FIELD
<br />CONDITIONS AT THE TIME OF THIS SURVEY. NO EASEMENTS, COVENANTS,
<br />CONDITIONS, OR RESTRICTIONS HAVE BEEN DETERMINED EXCEPT THOSE
<br />SHOWN.
<br />2.THE HORIZONTAL BASIS FOR THIS SURVEY IS N 00°06'20" W GRAND AVENUE
<br />PER TRACT NO. 3841 SHEET 2 OF 2 IN THE CITY OF SANTA ANA, COUNTY OF
<br />ORANGE, STATE OF CALIFORNIA.
<br />3.THE VERTICAL BASIS (BENCHMARK) FOR THIS SURVEY IS DESCRIBED BY
<br />OCS 2001 - DISTURBED - FD 3 3
<br />4" OCS ALUMINUM BM DISK STAMPED "3B-73-68",
<br />SET IN THE TOP OF THE N END OF A CONCRETE HEAD WALL. MONUMENT IS
<br />LOCATED IN THE NE CORNER OF THE INTERSECTION OF GRAND AVE AND
<br />THE SANTA FE/TOPEKA RAILWAY, 42.8' E'LY OF THE CENTERLINE OF GRAND
<br />AVE AND 51' N'LY OF THE MOST N'LY RAIL ALONG THE RAILWAY. MONUMENT
<br />IS SET LEVEL WITH THE SIDEWALK.
<br />ELEVATION = 116.36'
<br />4.REFER TO AUTOCAD DWG FILE FOR ADDITIONAL SURVEY POINTS AND DATA
<br />FEATURES NOT SHOWN HERE.
<br />SURVEY INFORMATION:
<br />FS
<br />FG
<br />FINISHED SURFACE
<br />FINISHED GRADE
<br />REMOVAL LEGEND:
<br />CONCRETEC/CONC/CC CONCRETEC/CONC/CC CONCRETEC/CONC/CC CONCRETEC/CONC/CC CONCRETEC/CONC/CC
<br />CRUSHED AGGREGATE BASECAB
<br />PLANTER AREAPA
<br />MAXIMUM DRY DENSITYMDD
<br />1.THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE FOR REFERENCE ONLY
<br />TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING
<br />PURPOSES ONLY.
<br />2.ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO
<br />EXISTING GRADES IN SURVEY. THE ESTIMATED EARTHWORK DOES NOT
<br />CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION
<br />AND SLAB ON GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE
<br />MATERIAL, AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS,
<br />TOP SOIL OR VEGETATION.
<br />3.THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE
<br />FACTORS DUE TO COMPACTION OR ANY OVER EXCAVATION QUANTITIES.
<br />4.ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ON-SITE
<br />MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING
<br />ON-SITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED
<br />BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR
<br />REPLACEMENT.
<br />5.INFORMATION SHOWN WITHIN THE CONSTRUCTION DOCUMENTS WAS
<br />DERIVED FROM AS-BUILT PLANS. CONTRACTOR SHALL VERIFY EXISTING
<br />CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. IF ANY
<br />DISCREPANCIES ARISE, CONTRACTOR SHALL INFORM OWNER AND DESIGN
<br />TEAM.
<br />ESTIMATED EARTHWORK QUANTITY
<br />NOTES:
<br />ESTIMATED CUT = 3.73 CU YD
<br />ESTIMATED FILL = 8.15 CU YD
<br />ESTIMATED NET = 4.43 CU YD (FILL)
<br />REMOVE EXISTING TRUNCATED DOME IN ITS ENTIRETY.
<br />FILE NO.:TENANT IMPROVEMENT PLAN
<br />PROJECT LIMITS
<br />CITY OF SANTA ANA
<br />PUBLIC WORKS AGENCY
<br />REVISIONS REFERENCES
<br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED
<br />CONSTRUCTION COMPLETED:SHEET _ OF 8
<br />BENCHMARK NO.:ELEV.:
<br />DATE
<br />08/2024DESIGNED: AL DRAWN: RF CHECKED: TD
<br />08/2024
<br />RECOMMENDED FOR
<br />CONSTRUCTION:
<br />REVIEWED FOR
<br />CONSTRUCTABILITY:
<br />PRINCIPAL CIVIL ENGINEER
<br />08/2024
<br />PRINCIPAL CIVIL ENGINEER
<br />PREPARED UNDER
<br />THE SUPERVISION
<br />OF:
<br />RCE NO.:36079
<br />RCE NO.:
<br />SENIOR CIVIL ENGINEER
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />Y
<br />Y
<br />-
<br />N
<br />N
<br />N
<br />N
<br />:
<br />
<br />1
<br />0
<br />0
<br />1
<br />
<br />S
<br />
<br />G
<br />R
<br />A
<br />N
<br />D
<br />
<br />A
<br />V
<br />E
<br />.
<br />GENERAL NOTES, LEGENDS,
<br />AND ABBREVIATIONS
<br />Underground Service Alert
<br />of Southern California
<br />Know what's below.
<br />before you dig.Call
<br />R
<br />1
<br />UTILITY WATER PURVEYOR
<br />CITY IF SANTA ANA WATER DIVISION
<br />COSTUMER SERVICE: 714 647 5000
<br />EMAIL: water@santa-ana.org
<br />WEBSITE: www.santa-ana.org/water
<br />UTILITY SEWER PURVEYOR
<br />CITY IF SANTA ANA PUBLIC WORKS AGENCY
<br />COSTUMER SERVICE: 714 647 3380
<br />EMAIL:publicworks@santa-ana.org
<br />WEBSITE: www.santa-ana.org/publicworks
<br />UTILITY STORM DRAIN PURVEYOR
<br />CITY IF SANTA ANA PUBLIC WORKS AGENCY
<br />COSTUMER SERVICE: 714 647 3380
<br />EMAIL:publicworks@santa-ana.org
<br />WEBSITE: www.santa-ana.org
<br />UTILITY INFORMATION
<br />1.ALL GRADING SHALL COMPLY WITH THE LATEST CBC CHAPTERS 18 AND 33, AND APPENDIX J AND
<br />THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING.
<br />2.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A
<br />PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE
<br />FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER,
<br />GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST
<br />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
<br />IN PROGRESS.
<br />4.THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY
<br />COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE
<br />PERMIT WITHIN HIS PURVIEW.
<br />5.THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A
<br />COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. THE COMPACTION
<br />REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF
<br />FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING
<br />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
<br />THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN.
<br />6.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL
<br />(2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.
<br />7.FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY.
<br />AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE
<br />DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD
<br />NO. 70-1 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO.
<br />70-2 OR APPROVED EQUIVALENT.
<br />8.THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE
<br />WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
<br />SAFETY.
<br />9.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE
<br />GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD
<br />EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE
<br />GEOTECHNICAL ENGINEER SHALL SUBMIT A RECOMMENDED TREATMENT TO THE CITY
<br />ENGINEER FOR APPROVAL.
<br />10.THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT
<br />LEAST TWICE DAILY.
<br />11.THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE
<br />PERMITTEE.
<br />12.GRADING OPERATIONS, INCLUDING MAINTENANCE OF EQUIPMENT, WITHIN ONE-HALF (1/2) MILE
<br />OF A STRUCTURE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF
<br />8:00 P.M. AND 7:00 A.M. ON WEEKDAYS, INCLUDING SATURDAY, OR ANY TIME ON SUNDAY OR A
<br />FEDERAL HOLIDAY. (CITY OF SANTA ANA MUNICIPAL CODE SECTION 18-314)
<br />13.THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND
<br />BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY AFFECT THE LATERAL AND
<br />SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED
<br />DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL
<br />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
<br />STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY
<br />DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
<br />15.APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE
<br />RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY’S WORK. PROPER EROSION
<br />CONTROL MEASURES MUST BE SHOWN ON THE PLANS.
<br />16.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED
<br />STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES.
<br />DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY
<br />FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO
<br />NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR
<br />THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS
<br />SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302.
<br />POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;
<br />WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD
<br />PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS;
<br />FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS,
<br />VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT
<br />OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR
<br />CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS.
<br />DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
<br />CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM
<br />WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
<br />REQUIREMENTS.
<br />17.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA
<br />SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER
<br />REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM
<br />THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
<br />18.ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY
<br />GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE
<br />DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE
<br />CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING,
<br />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
<br />SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF CVC SECTION 23114.
<br />20.CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES
<br />THAT ARE CAUSED BY THE WORK ON-SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION
<br />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 3.73 CUBIC YARDS
<br />FILL 8.15 CUBIC YARDS
<br />NET 4.43 CUBIC YARDS
<br />23.IF THE NET VOLUMES EXCEED 500 CUBIC YARDS, THE CONTRACTOR MUST SUBMIT A HAUL
<br />TRUCK ROUTE TO THE CITY FOR APPROVAL. HAUL ROUTE SHALL INCLUDE THE LOCATION OF
<br />BORROW AND/OR DISPERSEMENT SITE, ALL STREETS INCLUDED IN THE ROUTE, THE PROPOSED
<br />STAGING AREA AND THE MAXIMUM GROSS WEIGHT OF THE TRUCKS WHEN LOADED.
<br />24.SUBMIT AN 8 ½” X 11” HAUL ROUTE MAP OF APPROPRIATE SCALE WHICH INDICATES THE
<br />LOCATION OF THE PROJECT SITE, SHOWING STREETS AND DIRECTION OF HAULING UP TO AND
<br />INCLUDING THE END OF THE ROUTE.
<br />25.PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE
<br />CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM “UNDERGROUND
<br />SERVICE ALERT” (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING
<br />EXCAVATION.
<br />26.SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR
<br />THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON-SITE
<br />PLUMBING AND ALL BUILDING STRUCTURES.
<br />27.ALL FONTS ON PLANS SHOULD BE A MINIMUM OF 0.1”.
<br />OWNER: NARESH ARAYA
<br />EMAIL: Nkarya@gmail.com
<br />CONTACT: 949 400 5961
<br />OWNER INFORMATION
<br />GENERAL GRADING NOTES:
<br />C-1.0
<br />NOTICE TO PROCEED NTP1
<br />25.
<br />26.
<br /> LEGEND:
<br />PARCEL 1. AS SHOWN ON A MAP FILED IN BOOK 38,
<br />PAGE 25 OF PARCEL MAPS, ORANGE COUNTY,
<br />CALIFORNIA.
<br />LEGAL DESCRIPTION
<br />ENLARGED SITE CONTROL PLANC-2.1
<br />C-5.0 EROSION CONTROL PLAN
<br />C-5.1 EROSION CONTROL DETAILS
<br />Behrooz Sarlak 4/7/2025
|